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Home My WebLink About17-19105 � CITY OF ZEPHYRHILLS ,r � �� 5335-8TH STREET (813)78o-oozo 191 BUILDING PERMYT PERMIT INFORMATION - LOCATION INFORMATION � Permit Number: 19105 Address: 6386 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 , Improv. Cost: 600,316.86 OWNER INFORMATION Date Issued: 1�2/05/2017 Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 156,801.77 Address: 2651 KIRKING CT i4mount Paid: 65,582.86 PORTAGE WI 53901-9511 Date Paid: 12/05/2017 Phone: 608-742-2893 Work Desc: CONSTRUCT CULVERS RESTAURANT 4,514 SQ FT/W DUMPSTER PAD CONTRACTOR S APPLICATION FEES MCCON BUILDING CORPORATION BUILDING FEE 2,007.80 BARRACUDA ELECTRIC LLC � ELECTRICAL FEE 425.25 ARISTOCRAT PLUMBING � /�, PLUMBING FEE 283.50 JAX HVAC INC � MECHANICAL FEE 198.45 �, � SEWER CONNECTION COMMERCIAL 6,922.80 WATER CONNECTION COMMERCIAL 21,708.00 WATER METER 2 1,733.95 FIRE PLAN REVIEW FEES 294.78 ��,�"j'e 'L ✓� ��3-�6� POLICE IMPACT FEE 735.78 �,�� 3 5-(,� ��-`'�( �I� FIRE IMPACT FEE 789.95 a- �-�` PUBLIC SAFETY 5% 76.29 TRAFFIC IMPACT FEE 99% 120,408.97 I Ins ections Re uired FOOTER 2ND R UGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. � 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. I REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Yoa�r failure to record a notice of commencement rr�ay result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY�EFORE C.O. NO OCCUPANCY BEFORE C.O. �� I CONTRACTOR SIGNATURE PERMIT OFFI R ' PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ., . , .�� Troy Davis _ Superintendent /��I/�►��I�C{�l`� BUILDING CORPORATI�N 1059 Circle Drive• P.O.Box 247 • Highland,WI 53543 www.mcconbu iidingcarp.com or www.mccon.net Phone: 608-929-7737 Fax: 608-929-7739 ' Mobite: 608-347-7419 tdavis@mccon.net 4 i� ' a�s-�eo-oozo City of Zephyrhills Permit Application Faz-813-780-0021 . � Building Department _ � �� Date Recelved Phone Contact for Permitting 608 287 _4545 owners Name &L Properties Zephyrhills,LLC owner Phone Number (608)742-2893 OwnefsAddress 2651 Kirking Court, Portage,WI 53901 pWnerPhoneNumber Fee Simple Titleholder Name Pasco County School District pWner Phone Number Fee Simple TitleholderAddress JOBADDRESS 6386 Gall Blvd LOTiF � I SUBDNISION PARCEL ID# (�Z- 2l-0�00 o�oaoo a � (OBTAINED FROM PROPERTY TAl(NOTICE� WORK PROPOSED � NEW CONSTR B ADD/ALT � SIGN � Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR L✓ COMM � OTHER TYPE OF CONSTRUCTION C BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK C S L�'�'�6 S BUILDING SIZE 1 story SQ FOOTAGE 4,514 HEIGHT +�-23�-�� x�BUILDING $900,000 VALUATION OF TOTAL CONSTRUCTION � ,y,/J� �ELECTRICAL $110,000 �P SERVICE eoo PROGRESS ENERGY � W.R.E.C. 1' �J I � x�PLUMBING $rjO,OOO xQMECHANICAL $g4,OOO VALUATION OF MECHANICAL INSTALLATION �� h � U � xQGAS x0 ROOFING Q SPECIALTY � OTHER ' FINISHED FLOOR ELEVATIONS 98 FLOOD ZONE AREA DYES NO � � / / BUILDER COMPANY McCON Building Corporation SIGNATU REGISTERED Y! N FEECURREA Y/N Address 1 9 Circle Dr.,Highland,WI 53543 License# CBC1259610 ELECTRICIAN �.e i 1 COMPANY SIGNATURE �� REGISTERED Y/ N FEECURREA Y/N Address License tl ,�, � n`G l ��/ � PLUMBER �� COMPANY 1,�� SIGNATURE REGISTERED Y/ N FEE CURREA Y/N �� i �n Address `� License# / MECHANICAL _ �y j� � COMPANY �•�I SIGNATURE `� �L� REGISTERED Y/ N FEE CURREA Y/N �� Address License ,�i„ `il�� OTHER COMPANY I ` r� �� SIGNATURE REGISTERED Y/ N cuwien Y/N Address �-Ib� ��,1 H G, �/7 � �J1' �3,��, License# � � 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for naw cons[rudion, Minimum len(10)working days a$er submittal date. Required onsite,ConsWction Plans,Stortnwater Pians w!Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Lffe Safety Page;(1)set of Energy Forms.R-0-W Pertnit for new cnnstruction. Minimum ten(10)working days after submittal date. Requirad onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Pertnit for ali new projects.All commercial requirements must meet compliance 1 SIGN PERMIT Attach(2)sets of Engineered Plans. � ""PROPERTY SURVEY required for all NEW construction. � � ��?j Directions: � Fill out application completely. /; I Owner&ConVactor sign back of application,notarized n �/ti If over 52500,a Notice of Commencement Is required. (A/C upgrades over 57500) ��(�.� �f!�� " Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized lerier(rom owner authorizing same `l � OVER THE COUNTER PERMIITING (copy of conVact required) � Reroofs if shingies Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if an public roadways..needs ROW II I � .:.�.. _-..,...:�r:. :c iTf F.e:i._......... ..�. .�._-.S'lvlf.:r.. ..vr�.. ._... - ,.. `':I,.s;j."r':;{'.:_�i. .. ..i"'"f"" 3fi:�:...:_IY'� ........�:/::5::...:._....... .._..v. .:�' . � tk � ! ' � t EXHIBTT;`A" , LECxAL DESCRIPTiON OF LANI7 ' ' LEGAL DESCRIPTION: A PARCEL OF LAND LYING IN THE S�UTHWEST 1J4 OF SECTION 2,TOWNSHIP 26 SOUTH,RANGE Zl EA51',PASCO COUN'IY,FLORIDA,BEING A PORTfON OF LANOS DESCRISED tN OFF1CiA1.RECORDS SOOK 8668,PAGE 2843,Of TNE PUBUC REGORDS OF PASCO COUNT'f,FLORiDA,BEtNG MORE PARTICULARlY DESGRIBEb AS FQLI.OWS: � ; COMMENCE AT THE NORTNWEST CORNER OF THE SOU?HWEST 1J4 OF SAtD SECI'tON 2;THENCE � S00`14'22"E,AI.ONC�TNE WESi'B4UNDARY OF TNE 5{3t1Tli1NEST 2f 4 OF SAiD SECTION 2,A D15TANCE � OF'95.QQFEET;THENCE,DEPA#tTiNG SAtD WEST BOUNDARY,N89°S3`39°E,A DiSTANCE OF 163.82 FEEf ; TO THE INTERSECTION OF THE iVQRTFi 80UNDAitY QF lANDS DE5CRIBED 1N G1FF1ClAL EtECORDS BQOK � 8668,PAC,E 2&43,PUBEiC RECORCIS 06 PASCO COUNIY,FLORlOA,AND THE EAST RtCSFfi�OE WAY Llt�E � OF U.S.NiGHWAY 301(PER FL�ORiOA DEPARTMENT CYF TRANSPORi'ATION MAP SECt'tON 1405-202-203); THENCE ALONG SAID EAST RiGHT-0F 11UAY LfNf FQR THE FOLLOWtNf FOUR(4)C011RSES;(1} � : S58°39'37"W,A DlSTANCE OF 38.22 FEE'i;{2)SQ�°36'02"W,A pISTANCE OF 224.73 FEET;(3) i S12°45'I8°W,A DiSTAt�CE dF lOS.32 FE£T; (4j 24.2+�FEET ALONG THE ARC OF A NON-TAN6ENT CURVE TO TFiE R16HT,NAVING A RADtUS Of 2,303.68 F�ET AND CENTRAt ANGlE OF 00�36'10"{CFlORD BEARING 508"SA�'16"W,A€7fSTANCE OF 24.24 FEF�}FOR A F01{�iT,QF BE61NNlN�;THENCE,DEPAft'1`!NG SAIp EAST RI�NT OF-WAY L1NE,5389°53`42"E,A DISTANGE O�324.73 FEET;THEiVCf S35°49'S8"W,A DISTANCE C?F 322.57 FEEF;'PliENCE N79°49'58"W,A D!5?ANCE QF 282.27 fEETTO SAID EAST RIGHT-0F WAY lti�E G►f US.HI�HWAY 301;THENCE 228.45 FEET AIOfdG SAID EAST RlGHT-0FWAY l.1NE AND 7NE � ARG OF A NON-TAN6�Ni CURVE TO 7HE LEFT,HAVI{d6 A RAQ{US OF 2,303.58 FEET ANU CENTRAL ; AN61E OF OS'�SO'S5°{CHORD BEARtNG N72"02'50"E,A DISTANCE OF 228.36 FEET�TO THE POfNT OF � � BEGiNNING. ' CONTAlNlNG 62,237 SQUARE FEET 4R 3.429 ACRES,MOR�QR LE55. l i ' : , i ' _ � Oi?Z8825.vd ' � I NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibiiity for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of � use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and , 90-07, as amended. The undersigned also understands, that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"ceRificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's , Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) ' acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT ' WITH YOUR LENDER O AN ATTORNEY BEFORE RECORDING YOUR N C OF COMMENCEMENT. FLORIDA JURAT(F.S . ) OWNER OR AGE CONTRACTOR b c'be and sw�(T,��to(or affirmed)befwe�e�his sc bed and swom or affirtned)before mg'is � � by l.Y�ll'ISs V I�U�'1(A�Y� �by ' 1�' Who is/are personally known to e or hasRiave produced o is/are eersonally known to me or haslhave produced as iden6firaGon. as identification. - Notary Public �,(�� Notary Public �.r�- str� �rts glWBo��e. M�,ti C�nJrn,�s�dn �,lx,o�xs q�(o��av �Q,11�PL( � u-fu�C{'l�- Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped DANIELLE J KRATCHA DAPIIELLE J KRATCHA Notary Public,State of Wisoortsfn Notary Pubfic,State of Wisconsi� I ahoa�+�+r�.�a a�►��,�wwua �- t f�it�w+��,il�ne� �nr��} _v�a sxa+ns vwourteaiw�+�a (?� �D4�i��1a��a�R} �Niit�YS�d�ItY1093►LL7t�0 "�,Pf�(5%J1 euu.►T�vo+an�Y�u�ou�y,�ecvrq�pouuwaw�uoaaqnl�•tta,uwa�,�q}�S«r,c*vp�d�t�a�a�+�t►x�ww�v « . � � �'�'j!'� f f00Z,tt��pwAdnoritl 'A��q�Y►'pIM�llr�0�1'•�'wfl I �� ,�+y�_ P��#�iu0pc�4�0 ¢�./ � �AMoldutoG�ua�dd�7tw'�ti� j 3 � �.�. 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L� ---- J 121�5/2017 06:54�M 3525441090 RESTAURANT HVAC PAGE 61/01 RECEIVED 12/04/2017 04:10PM 3525441090 RESTAURANT HV�C From: 12/04/2017 �7:20 #239 P.001 / e�3�e°�°°z° City of Zephythius Permit Application F�-e+��eaaazi Buidng OepeMxnt - � �'LR W1�Rmhnd PhawGontrdfarPrml � 287 _4558 pW�.ry N,m. &!Propertles Zephyrflllis,LLC p�,,,�r Ph„N�,�� (60$)742,7.893 own�rs�dd�a ZB51 I�rk{ng COurt,Portage,Wi 5390i pyyM�pry��y�pDK • ��PhTFtl�heid�tN�na P8SC0Ci0U[I�ISCfl00�Q�S� Owe�rPimMNurobN FN Skppl9 71tl�fiold�tAdd�a� �� 6386 Gall 8[vd �or• � ousoms�aN vruece�.ros OZ— 2l-(3�ov focapo a •�amaneo rnoa rna�rar r�uc�nq WORKPROP09E8 ✓ NEWCOfVSTIt App/1LLT � SIGH Q Q p� INSTAIL 8 REPAtR PROPOSml78E Q SFR L COhQ7 � OTHER na��coNemucnoe C e�oac p � [� s�� p o�scwPnw+oFwowc e5 ,v'S ��,�,�� 1 story sq�„�4,514 �,�M +/-23'-0" �� ;900,QQ0 VA�UATlON4FTOTALCON6TRiJCTION / xQaEcnucat 1'f0,000 �sermce � aaocsEss�r�v Q WREC. J � t 0°��N° i 50,000 QMECWWICAL ; Vql.tL\TlONaFMECHANICAl.INSTALLNNTION (//� } �^�, 94,000 ^� v� � � �� pc,As [] aoo�� p saEciw.Tr 0 on�rt (� FlN78HEDFLAORElEVATIDNS 98 FLOOOtONEAREA QYES �N 9 r n�✓ � , LT euao� , �MP� McCON Building Corporetton . Sf6MA1U aca�� Y 1 N �amao. Y 1 N ! ��... 1 9 Circle Dr.,Hk�hland,W153543 uc�saB C8C1259610 � HEC7RlCW'1 COMPANY SIONA7tlRE nEa�siFam YJ N rgaRt�r, YfN Addnaa lteeRae R ' � f PLUI[BF,R CGNPANY �``I ��/ "^� 9fONA7URE RE018IFA� Y/ PSE WRREA Y N �'A •�.� r a yY► wda�... uama x MECiWUCAL OMPANY Tr7 K�V�C �G. h/� , ��J� SIONATURE RlOIbTFREO Y/PI R�WRI�A Y/N ��j� � �,... ,��,„ sa s 3ns �,,. c�r�i�.so5 � /s�� a,� ��.�, � � l sIOH11TURE r�ol3re�u Y/N Y N , } �, „�,:.. gOf s1'u Df �� u�,� � ��, ��.�� „ - NEalOENilA1. At�ch(E)Pbs P7a�Ce7 aais of ButOnD Plmw:(1)�etot Ene�gy Fams:R�W PertnXM naw areWdioq Mnlnwmfnn(1DIromldngd�yepltofsuDntltmldsm.Requlredonalfe,CcnaWplonPfsro,30ormrralerWansrdSlltFMiwlrnWled. 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" ('� "..^-'°'�-'`= s9s�sun!on(f0!worW��ds+8 elkr oar�teo aab,ftoqutfsa muas�Consuuelian Pt�a.S»nr�r+ta+f�o v,�SYIi Fenw�d. � �� Ss�y Fa�Yba 6 1 dunpcl�e;S�lYnr9c Pam�!or stdu4v6siw�g�pro?acts CABA�E4tCiAt AtSacn f2?tx�ia'a ss.'a o(Buidffy F�a�yiu n L$m S�#st+/Pa�O:{1}Mt uf Erx�jt fartq:R-0-W PumY for rrm mas�auchn 0(rtrrnKa tsn(10)+wti�r�dsys sf�sr aubrnYtd dsCm. Re9uhed ara8s.CancVuc3on Rme.3NxtrnxaW P�r�s ra'5irt Fs�ca k�t�d. Sar�isry FKdtlss 8 7�xnpatat.SMr Wak Permi for s!new pryxb.P9 amr,sudW npuhsmp�s r.ntat rr�� SI[dZd P�Rp9IT A�eh(2)sots ot 6v�'vr�Dd Pbena. "'"'PRO?ERl'Y 9URV�Y rs4ur�x1 fvr etl NfYJ vXwinidbn. , � ' "�' ^.�a. • a s� u n..s�7 s r.o sa.s n-a.a - f�y au�pJ�catbn onm�laty. �xn+f 8 Cvrdra#ot e�n badc o1 apytieaenn.na�d It at.ror S2�}4,a Pkotic+a9 Go�acr�asoe�aaast ts rv�6sats�d. S�C�oaer S7s4�) ^ la�(ix tl�cap—...Jay orPou�t eTA�nt+Y tkN Ne W.7nr)r.+ouCd b�mn�one vr�y ts�tlsad tsY�fiom oansr s��oar.'r �: CJFR TttE COiKdi2fi PEAI'�1TRdG {oo(ry Cd��eqc&stll �. Rseoa?5 H Ot4'»�E S�Nfete 3'�CD Upprsr{ao P1C FBf+cam{PbYSwreSdFooU�s} O�ht�ra�fioa onu CourMr 11 aA P��.t�ede ROtN , ` .�. Jacc9ueline Boges From: Pamela M.Walton <pwalton@pascocountyfl.net> Sent: Tuesday, August 22, 2017 10:06 AM To: jeff@bleedblue.net Cc: Jacqueline Boges Subject: Culvers New Address Attachments: 6386 Gall Blvd.pdf Jeff, I've attached a letter confirming the address assigned to Culvers. Would you please let me know when the parcel is split? I need to associate the address with the new parcel ID. Pam Walton � i GIS/Addressing Analyst , �i 8731 Citizens Drive, Suite 310 I New Port Richey, FL 34654 � (727) 815-7154 � ' ��. ��..:�6'': ---- ,�- � �]' � � "B�inging Oppo�tunities Home" '� The information transmitted, including attachments, is intended only for the person(s) or entity to which it is addressed and may contain material that is confidential,privileged and/or exempt from disclosure under applicable law. Any review,retransmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and destroy any copies of this information. Under Florida law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact this office b�phone or in writing, CUSA18A7 1 / �� , � � ADDRESSING DEPARTMENT s GIS /ADDRESSING ' �` PASCO COUNTY GOVT. CENTER I , � 8731 CITIZENS DRIVE, SUITE 310 % ' NEW PORT RICHEY, FL 34654 sb� � ,� Phone: (727)815-7154 � http://pascocountvfl.net/ August 22, 2017 Welcome from the Pasco County Addressing Staff, Please be advised that the following 911 approved address has been assigned: Parcel: 02 26 21 0000 00100 0040 I Address Number/Roadway Name: 6386 Gall Blvd. Zephyrhills, FL 33542 **PLEASE NOTE: IF THIS ADDRESS IS FOR A CORNER LOT, OR IF THE SITE PLAN CHANGES AT A LATER DATE, THE ADDRESS IS SUBJECT TO CHANGE. IT IS YOUR RESPONSIBILITY TO PROVIDE ADDITIONAL COPIES OF THIS RECEIPT WHEN NECESSARY. If you have any questions regarding your address, please feel free to contact me at: (727) 815-7154. � Sincerely, �a�u 'IUa�ui Pam Walton Addressing/GIS Analyst � Jacqueline Boges From: Sean Maddux(FATHOM)<support@gwfathom.zendesk.com> Sent: Tuesday, December 19, 2017 5:59 PM To: Jacqueline Boges Subject: [FATHOM] Re: culvers restaurant ##- Please type your reply above this line -## Your request (#180568) has been solved. TO REOPEN THIS REQUEST, reply to this email or click the link below: https://gwfathom.zendesk.com/hc/requests/180568 v Sean Maddux (FATHOM) Dec 19, 3:59 PM MST i Meter install work order has been created. Best Regards, Sean � FATHQM Support �— - - j -�� ; Jacqueline Boges �— �---- Dec 6, 8 31 AM MST Hello Sean I do not honestly know if bill going to Culvers or not was not given that information. Until that comes I recommend you using the store address and Culvers as billing information for now. Q Sean Maddux (FATHOM) _ Dec G, 8 20 AM MST Hi Jacqueline, Will this account be billed to Culvers? Or will it be a separate company? Best Regards, Sean � FATHOM Support � ` Jacqueline Boges � -- � i Dec 5, 10 42 AM MST I�' Need 2' water meter for new restaurant 6386 gall blvd This email is a service from FATHOM. 2 Jacqueline Boges From: FATHOM <support@gwfathom.zendesk.com> Sent: Tuesday, December 5, 201712:43 PM To: Jacqueline Boges Subject: [Request received] culvers restaurant ##- Please type your reply above this line -## Hello Jacqueline Boges, We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep you updated on the progress of your request. Best Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: https://qwfathom.zendesk.com/hc/requests/180568 ' Jacqueline Boges - -�- —� Dec 5, 10:42 AM MST Need 2' water meter for new restaurant 6386 gall blvd This email is a service from FATHOM. ��. 1 ' Jacq�eline,Boges From: Sean Maddux(FATHOM)<support@gwfathom.zendesk.com> Sent: Wednesday, March 14, 2018 12:31 PM To: Jacqueline Boges Subject: [FATHOM] Re: 6386i Gall Blvd ##- Please type your reply above this line -## Your request (#201342) has been updated. REPLY TO THIS EMAIL or click the link below: https://qwfathom.zendesk.com/hc/reauests/201342 Q Sean Maddux (FATHOM) Mar 14, 9 31 AM MST Account has been created. � Work order will be created once account has been mapped. 0000968451 -002985949 � Best Regards, Sean � FATHOM Support � _: Jacqueline Boges , - - Mar 14, 9:11 AM MST Irrigation meter 1' 6386 gall blvd restuarant culvers This email is a service from FATHOM. 1 Jacq�elir�E Boges From: , FATHOM <support@gwfathom.zendesk.com> �� Sent: Wednesday, March 14, 2018 3:08 PM To: Jacqueline Boges Subject: [FATHOM] Re: 6386i Gall Blvd ##- Please type your reply above this line -## Your request (#201342) has been updated. REPLY TO THIS EMAIL or click the link below: https://qwfathom.zendesk.com/hc/requests/201342 ' � Jacqueline Boges � - , � �� 4 - � fVlar 14, 12 07 PM MST I am ordering an irrigation meter 1 ' for the restaurant in addition to the water meter they currently have. Could you please place work order for it thanks ... Sean Maddux FATHOM � v c > Mar 14, 9:31 AM MST Account has been created. Work ord r w' e ill be created once account has been mapped. 0000968451 -002985949 Best Regards, Sean � FATHOM Support j , � Jacqueline Boges ! - - � Mar 14, 9 1 1 AM MST Irrigation meter 1 ' 6386 gall blvd restuarant culvers This email is a service from FATHOM. 1 Jacqueline Boges From: Joni Karnas (City of Zephyrhills Support)<support@zephyrhillsfl.zendesk.com> Sent: Tuesday, March 27, 2018 12:25 PM To: Jacqueline Boges Subject: [FATHOM] Re: 6386i Gall Blvd ##- Please type your reply above this line -## Your request (#201342) has been solved. TO REOPEN THIS REQUEST, reply to this email or click the link below: https://zephyrhillsfl.zendesk.com/hc/requests/201342 C �j ; Jacqueline Boges `--�J✓�-� Mar 14, 12 07 PM MST I am ordering an irrigation meter 1 ' for the restaurant in addition to the water meter they currently have. Could you please place work order for it thanks ... � Sean Maddux (City of Zephyrhills Support ) Mai 14, 9.31 AM MST Account has been created. Work order will be created once account has been mapped. 0000968451 -002985949 Best Regards, Sean � FATHOM Support --- /O� � - ` �l , _. Jacqueline Boges s� � - --� i � li l- ---' Mar 14, 9:11 AM MST Irrigation meter 1' 6386 gall blvd restuarant culvers This email is a service from City of Zephyrhills Support . 1 12�17I20'I� 15;1'1 McCon Bu i I d i ng Co rp {FAX}608 929 7739 P,005l006 � N t � � �� Wo korder No; 7g�4.�1�00237.4000 ��l ,t'31NEE�iNG S�IEN�ES Repo�tDate: �z�o7r�o�� Consultenta In:Geotectinlcal Englneering•Environmental Sclences G�ophyslcal Servlcps•Materlais Testing•Threshold Inspectinn Bullding Cade Administration,Camp�ience InspecBon&?len Revlew 88tl2 Palm River Ftoad,l'ampa,�L 33619 -P:813.T40.85Q8 -�:B13J40.87�6 - In-Place Density 1'esfi Report Cilent: McCan �3uitding Corporation U�S 7echniclan: Ma�in Arroyo 1059 Circle Drive P.O. Box 247 Date Tested: 12lQ6/2017 Highl�nd,W153543 Project: Culver's-Zephyrhills 6386 Gall Bivd,Z�phy�hills, Pasca County, FL Tvbe of Test- Are�Tested: BLDG PAD Field: qSTM [�-6938 Nucle�r�auge Methad Material: Fill 6abo�atary: ASTM D1557 Madified Proctor , Reference Datum: 0=Top of Fill The tests below meet the 95%minimum compectian requirement Max�mum Optimum �iQld Dry Fiald Soil Pass Test [7ans'�tyr Moisture Densi�r Moistu�e Campaction or No. I�vcatfon af Test Range (pc� (%) (pc� (%) (9�j Fall 1 25 FEET WEST FROM NlE 1 ft 115.8 7,3 112.3 6.8 97 Pass � CORNER OF BLDG PAD � 25 FEET Sc7tJ1'H FabM rllE 1 ft 115.8 7.� 192_B �_0 �7 �ass CORNER OF BLDG PAD 3 15 F��T WEST FROM S/� 1 ft 115.8 7.3 113.3 7.2 98 Pass CORNER OF BLDG PAD a 15 FEET NORTH FROM S/W 1 Ft 115.8 7.3 113.B 8.6 98 Pass CORNER OF BLDG PAD 5 CENTER OF BLDG PAD 1 ft 115.8 7.3 109.9 10.0 95 Pass Te eslsbl/sh s muluaf p1o(ectlort to Unh�ersal's cl�ents,fhe P�Wk a►►d oarseh+es,el1 reports ere submllted as con/Ident�!property ol our cliertfs end �uthorizetion IorAubGcation o(statements,canclusions orextreds hom or►e�e�ny ffiivarssrs reparta is reserved pendMQ our wn7ten epproval. Page i 12�'1 y�20'I� 16;05 McCon Bu i I d i ng Co rp {FAX}608 929 7739 P,00'1f 001 � � � V � ��,�� uWa korder No: y6528-100237.0000 �NGIN�LERINC� $�IE�I�ES Re��toate: lz��l2a�7 Cansul�nts I►t:Geotechnlcal Engineedng•Envlronmental Sdenc�s' Geophyslcal Sarvlc�s•MaterfalsTes�ing•Thresheld Insp�ctlon Bullding Code AdminisQatlon,Compllance Inspectlon 8�Plan Revlew ss02 Palm River Roed,TampA,FI. $361g •P:813.740.8S0B -F:813,74D,870g In-R{�� Qensitv Test Re� Gllent: McCon Building Corporation 11�S Techniclan:.Mario Arroy� 1059 Circle Drive P.O. Box 247 Date Tested: 12107/2017 Highland,WI 53543 Project: Culve�s-Zephyrhllls . 6386 Gall Blvd,Zephyrhills, Pasco County, FL Tvne of Test: Area Tested: FOOTING F�e�d: ASTM D-6938 Nuclear Gauge Methad Mat�ri�l; Native �.ab�oratary: ASTM D1557 Modifled Practor Referenoe Datum: 0�Bottom af Found�tian Footing The tests below meet the 95°/a minimum campaction requirement. Maximum Opdmum Fleld Dry Fleld Sotl Pase Teat d.�alty MoEsture Denafty Molature Compactlan or No. Lvcatlon ot Test Ran�e (pcf� {%) {pcfl (%� %) Fail 1 N!W CORNER OF FOOTING 1 ft 115.8 7.3 11D.1 7.� 95 Pass 2 StW CORNER OF FOOTING 1 tt 115.8 7.3 110.5 7.0 95 Pass 3 NIE CORNER OF FOQTING 1 ft i 15.8 7.3 116.9 9.8 1D1 Pess 4 S/E CQRN�R OF FOOTIIVG 1 ft 115.8 7.3 110.5 B.� 95 Pass To esfebfiah a mutuel protecNon to Unlvers8f'�CHents,the PubNo aod o�rselves,aJ!repab er+s submHfed es cvrrfldantla!properlyW our dlents end aufhorheNon forpubliG�Non of stetemants,cancfu�lorra or'extr�Cte lrorq or�AeMlrs�ilnlvarsaPs rapotts!8 r�G�erved pending avr wrliten epprvva�. P�g01 , `----_-. -._-�_-- ; .- _ - .- -, -�--. - --- = -- -�. -_ - __ ;--__ _ __ � .. � . _ ��PHYRHILLS FII�� D�P�4��f��I�T 6907 Dairy Road, Zephyrhilis, FL 33542 �IRE �ERVICE IJSER FEES Occupancy No.: Plan No.: Contractor: Susiness Name: v �ve'�s Billing Address: Business Address: �.�� z ��..�� Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: - Contact: Contact: �sy PLAN R FEES INSPECTION FEES PERiN1T FEE FALSE ALARWI FEE i71 � �Site Plan / Annual N/C Sprinkler $50 1stAlarm N/C �� (� Mutti-Family/Commercial .0 1st Re-inspection N/C Standpipes $50 2nd Alartn N/C � (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLUWCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- Perrank $50 STAMEDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 Hydrostatic Test $65 per syslem Fire Works $500 FIRE PUMP Acceptance Test $45 per system Camp Fire $25 �Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 0-25 Devices $50 FIRE AL/4RAA SYSTEM � Place of Assembly $50 Mnual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS � Repll Acceptance $50 Flammable Application $50 nnnuai Wet $50 OTHER Waste Tire Storage $50 rw,uai Dry $50 Fire WalUSmoke Wall $15 Perwan Generator<KW $100 CO2 $50 LP Gas $25 pertank Generator>30 KW 150 Other $50 Natural Gas $25 persystem Bio-Hazard Waste $100 annuai KITCHEtd EXHAUST Fumigation Tenting $50 �Hood/`u ts�. $50 Tent 10k10'or greater $15 per tent Torch PoUApplied � $50 OTHER Fire Pump $45 Haz.Materials $100 annuai LP Instal�atton per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 Exhaust Hood/Duct $30 �Natural Gas InstallaUon $50 Re-inspection DBL (Per System) (other than annual) �Spray Booth $50 ❑ Inspection scheduled DBL 8 ' ,;, and cancelled less than 24 hours � Construction Insp. N/C �' �j�7 7�y 8 Emergency Vehicle A� $50 FALSE ALARM • PLANS TOT/4L� INSPECTIOP!TOTAL� PERMIT TOTAL� TOTAL� GRAND TOTAL ��• S'O Comments: /�,/� c-' S,�o�2.t�3i�w ,o'a .�f 1 S /�2��/C�c�f Fc�� sNc�+�47�rD � ./� �� J o/Z.L �1 r �` C'a«�.oi..� .t� 1�l' 1�� i$ S rf�/`�e�.94'L��S Date:__�� .c�d 1 Inspector:. /��„w.�� nm G" ZEPI�YRHfLLS�FIRIE DEP�4R�'�E�l7` 38410 6th Ave Zephyrhi!!s, FL 33542 FdRE SERVICE Q.)5ER FEES Ocaupancy�do.• --�� GJCc`6GU�r� Plan No.: Contracfor: � Business Name: �c. d�'� Bitling Address: Business Address: �'0 3�6 ��!-J �j� Business Phone Na.: Billing Piione No.: 8usiness Fax No.: Biiling Fax No.: . Confact: Cantact: PLAN REVIEW FEES lNSPEGTION FEES PERMIT FEE FAl.SE AlARM PEE �Site Plan N/C Mnual N!C SprJnkler $50 9stAlarin F�f1G Mult�-Famlly/Commercial .06 sf 1st Re-inspection WC Stan�pipes $50 2nd�darm WC (Minlmum Charge$25.OQ 2nd Re-inspection $100 Fire Pump $50 3rd Alarm WC �Plan Revisions ABL 3rd Re-fnspection $25p Hoods $50 4th Alarm $1p0 4th Re-tnspection $500 Fire Alarm $50 5th Alarm $750 SPRINiCLER SYSTEN9S {Basiness closed until , LP Gas $50 Sth Alarm $200 �Q-ZS H��S $5O Y�OI8f�0iiS CdtY�Gf�� {1l�ftit8l G'dS $�JO NON COMPLtANCE $1 SO 2B plus Heads $94Q SPRfNKLBR SYSTEM$ Fuet Tanks- pert�� $50 STANDPIPE SYSTEM Hydra Underyraunds $45 5parkters $900 �Per Riser $50 Hydrostatic Test $65 Qer system fiire Works $50Q FIRE PUMP Acceptance Test $45 persystem Camp Ftre $25 n Per Pump $100 Mydrant Flow $75 Controlled Bum $100 FiRE AL1kRM SYSTEM Hood/Duct $50 • 0-25 Devices $50 FtRE ALARM SYSTEM Ptace of/�,ssembly $50 annuai 26 plus Deyces $900 System Accepfance $50 Fre Proteciion $25 8tlPPRESSION SYS7Et�9S f2eqtl Accepfance $50 Ftammabte AppUcation $50 auwat Wet $50 OTt6ER Waste Tlre Storage $50 t,nnua� . Dry $50 F7re WalUSmoke Wa�! $95 Per wai� Generator<KW $100 , CO2 $50 LP Gas $25 �r�ank Generator>30 KW 180 Otl�er $50 Natural Gas $25 persystem Bio-Hazard Waste $100 nr,nuei ' KITCHEN EXHAUS7 Fumigation Tenting $5Q � � �Hood/Ducts $50 Tent 10k10'orgreater $15 perteM Torch PoUApplied $5Q r.. OTHfR Fire Pump $45 Haz Materiats $100 Mnual -�t 8!P tr�statla�on pertank $50 Fire Suppressian $30 - - Fuet Tank fnsLallaSan $50 System Acoepfance � (Per Tank) $50 Ext►aust hloodtDuct $30 �Natural Gas inslallation $50 Re-inspecfion DBL � (Per System) {other than annual) �Spray Booth $50 �Inspection scheduled DBL ❑ ' and cancelled less ttian � • 2a nours - construction Insp: N/c Emergenc�Vehicte As �50 �n�S€;.;y.� _ PLA�lS TOTA� t� !!+!&PECT10l�d T07AL PEE2MIT TQTAl. 'iOTAt.� ; GRANp TOTAL �� .�� Cornments: L.�.�1 �4 PI.C��b r� 2t� �✓srn�t.Jss.o� 7..rsr�s �alA A1�i�,•r— Dc^if�: �,j�` )� lnspector: ,�/�{y,��.- mn l^7 � � . . . � ..r IIIIIIIIUI�IIuIIIlIUI1III�lIIIIIIII��IWII'I�II��II�III _ � - " • 2017371300 . .P.ertnit No.` . Parce!ID No �26 21 OOQO 00100 0040 . "" " ' NOTICE OF COMMENCEMENT . Shdfe of Florlda . CouMy ot Paseo Cou , T�1E UNDERSIGNED hereby gtves notice that impiovement xn11 be made to cedain ieat property,ar�d la accordance w�h Chapter 713,Florida Sfatutes, �, tl�e toGowing IrdortnaUon ts provided in Uiis Notice ot Commeneeipem - 1. Oesaiption of PropeAy: Pareel IdentificaNan Na �26 21 OD00�100.0040 StreetAddress:= 6386Gafl Blvd.Zeahvfills.R ' � , , 2. Genera!DeseripUon ot Improvemeat ConsUudkn of new Culvers ReslauraMS ^ " � 3. , Owner Infarmation or Lessee Informatfon Hthe Lesses contraded tor the improvemer�t S b L Prooertles Zeuhvrhi�s.LLC . Nartre 2C,57 KhkinQ Ct + Portaqe ](��_ , Address Ckyr State IntCrest in PropeRy: nwner Name of Fee 5unple�Titleholder. ' Q!—�u1 Y ' . (If d'rffemnt fram Owner Lsted above) . t� Z V � Address • - City State (,�.1 W�� J 4. Contrador. MeCON BuUdino Corooretion (/)z U�� ; -1 } C!� - •1059 C'ede Drlve.PO Box 247 � HiqMand iM e1- (,0�W N� Q- Address . • CI1Y State iL. � W Contra�3arsrelephoneNo.: 608/9z9-7737 • Repl:1905706 Rec: 10.00 � ��¢ O. � i 5. Surety: none ' D5: 0.00- IT: 0.013 - V ' ' Name .10/31/2017 M. F., Dpty Clerk `— _�O�LL � Ada�ess ��y - - �� V Q Q� Y AmouM af Bond: S Telephone Na: =V V 0 � Q F F--� J 6. .lender_8ank oiWiseo�tn onlis ` � �-U�0 U 716 Suoerir Street PQ Box 490 Wismnsin�e0s yy� ��_—�d Z O.J Address City Stam � ��tL Z Q LU ' � Lenders Telephone No: �oenasa3oo Lt � �O p Z - - � VU�� s � 7. Persons wHhin the State of Flodda designafad by lhe owner upan whom ncllees or other dodtments may be served as pmv(ded by Q �� - Sedion 773.13I1He)Cn.Florida Statutes: •- - - - - . P{iUtA S:0'NEIL.Ph.D.PH5G0 CLERR�C017PTROLLER' W C1)Q� J F W_ L1! Name 100R BK017 3:22 da PG of 1 �" ��.—_ ... _ 9�2..6�' 1751 _ v� r--.� o��,o � Address Cih� State • • TelephcneNmnbero(DeslgrqtedPerson: �. � 8. In add�ion W hhnseif,the aumer designetes a{_ R �•• V��_, to receive a copy aithe l3enors Notlx as pravi�d in Seetiop 713.13(1)(b),florida Statutes. � _ J� ?�, . . . Telephdne Number oT Petson or EnBty.Oestgnated by Owner. :•. - � ,. ��,�_`� � � 9. � ��,`,..•;,fi' � s� Exp'vation date af Notice M Commertcement(the enpiratlon dale,may not be befote.the wmptetion af eonstruGion and Tinal paymerd to the f„ , � � ^ • _e.:;,, � • contrador,but w➢I be arte year from the dafe of Iecord(ng unless a ddieient data is speeffie�: � r�� a � .:?�� : `a WARWNG TO OWNER: ANY AAYMENiS MA�E BY THE OWNER AFfER 7HE D�IRATION OF iHE NO7iCE OF COMMENCEMENT �` ARE CONSIDERED IMPROPER PAYMENTS UNDER CFIAPTER 713, PART 1, SECTION 713.73, FLORl�A STATUTES. AND CAN' � ��, RESULT IN YOUR PAYING 71MCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTiCE OF COAMIfENCEMENT OAUST BE . •- • RECOROED AND POSTED ON 7HE JOB SITE B¢ORE THE FIRST INSPECTION. IF YOU INTENO TO OBTAIN FINANCING,CONSULT - � � ' J� • UVITH YWR LENDER ORAN ATTORNEY BEFORE COMMENCING WORK OR RECORDINCi YOUR NOTICE OF COMMENCEMENT. � � Under of u 1 dedare that I hava read the fo oi notice of e nd �r � • � _ penaRY Re+1 ry., reg ng eomm ncement a that the faets stated therein are true tn the best of my knw�dedge and trelreL �.� �S ans � STA7E OF FLORf�A _ COUNTY OF PASCO � �J Liegel:Rea Marc�r ' ' SignaWre af Owner or Lessee,or Ownets or Lessee's A�(fhot¢ed ONke oNPartneNNlanager �. " � • Signato TtilelOfBce ' ', Thefore9oirtgirrstnonentwasadatowtedgedbafommefhrs�day.of�ober.20�by - �Fi� C�zE�.�L . _ _ }:a: - as �Ir�h1E lZ � (hiRa of authorHY�e•9..effica.•trustee.attomey in fad)for . - ��iD�ai�� (name of party on trehaft of whom fnstn en�was executed). - PersortaQy Known��Ptadaced Identifiptian❑ Notaty Sfgnadue . / ^ . • . - Type of IdenUficafion Prddueed Neme(Prinq• 'e i y � i' , ` � . �: - . • KELLY J.HINTZE . l . � Nobry PuDGc . _ State O!iNlsconsin � . • wp'4'ta/bcslrwtieecommencement pc05304e �' ;i `•� City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: ' Restaurant (AJ Conventional No. of Seats - - - -_ ��^�f� ----�' Impact Fees For Type A Within City Limits Outside City Limits Water Distribution System $ - $ - Wastewater Collection System $ - $ - Wastewater Treatment Plant Capacity $ - $ - TOTAL $ - $ - (B)Fast Food/Drive Through No. of Seats � 108 ; Impact Fees For Type B Within City Limits Outside City Limits Water Distribution System $ 6,922.80 $ 8,653.50 Wastewater Collection System $ 13,914.83 $ 17,393.51 Wastewater Treatment Plant Capacity $ 7,793.17 $ 9,741.49 TOTAL $ 28,630.80 $ 35,788.50 (C)Deli/Sandwich Shop with no dishwasher and disposable dinnerware only ---- ---___ ------- --, No. of Seats � ; Impact Fees For Type C Within City Limits Outside City Limits Water Distribution System $ - $ - Wastewater Collection System $ - $ - Wastewater Treatment Plant Capacity $ - $ - TOTAL $ - $ - (D)Bakery No. of Square Feet � � Impact Fees For Type D Within City Limits Outside City Limits Water Distribution System $ - $ - Wastewater Collection System $ - $ - Wastewater Treatment Plant Capacity $ - $ - TOTAL $ - $ - Jacqueline Boges From: Jacqueline Boges Sent: Tuesday, December 5, 2017 8:34 AM To: 'Chris McGuire' Subject: FW: Culver's of Zephyrhills plan review Attachments: culvers.pdf Good morning Chris, Just to let you know I will be going on vacation starting on December St''which is this upcoming Friday. I have attached fee sheet for your viewing which also includes the site work permit which cost is$1,076 that is needed as well.This cost needs to be added to your permit cost which is attached. I have all signatures on the application so the permit is ready please be sure to bring the notice of commencement with you upon pick up . Let me know if you have any further questions. Thankyou -- 14 ,� t �y� �f �� i .� ., � � _.�"��, � dack�c Boges - ��- 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From:Jacqueline Boges � Sent: Friday, October 13, 2017 10:08 AM To: 'Chris McGuire'<cmcguire@mccon.net>; Bill Burgess<bburgess@ci.zephyrhills.fl.us> Cc: Kalvin Switzer<kswitzer@ci.zephyrhills.fl.us> Subject: RE: Culver's of Zephyrhills plan review See attached new fee accessed for the buildout . Have a great day!! From: Chris McGuire [mailto:cmc�uire@mccon.net] Sent:Thursday, October 12, 2017 11:54 AM To: Bill Burgess<bbur�ess@ci.zephvrhills.fl.us> 1 ; - /, � �� Cluvers \ �, �,, o umn SQ. FEET PRICE UNDER ROOF: 4,514 $ 132.99 � OTHER: - $ - VALUATION $ 600,316.86 FEE SHEET $ 1,890.00 ADDRESS $ 40.00 DRIVEWAY $ 40.00 BUILDING: $ 2,007.80 ELECTRICAL: $ 425.25 PLUMBING: $ 283.50 MECHANICAL: $ 198.45 SUB-TOTAL $ 2,915.00 TOTAL $ 2,915.00 SEWER: $ 6,922.80 WATER: $ 21,708.00 IRRIGATION: $ - TOTAL: $ 28,630.80 . WATER METER: $ 1,733.95 2 inch meter IRRIGATION METER -,,�., FIRE DEPARTMENT FEES PLANS TOTAL: $ 294.78 INSPECTION TOTAL: PERMIT TOTAL _ r TOTAL: $ 294.78 � `�I PUBLIC SAFETY IMPACT FEES � � l ✓ POLICE $ 735.78 � � FIRE $ 789.95 (, 5% $ 76.29 TOTAL: $ 1,602.02 SUB-TOTAL $ 35,176.55 � P�>>"-� �2,�� PARK IMPACT FEES ��.S �6�� `� j� � �l�� y� ls SIF'S: rr=p.QQ �n ,� '� 100.0% $ - ��-�� v ,�'� � 1.0% $ - �a"r j,Q,� � TOTAL: �� ' � T I F'S: $ 121,625.22 $26,944 per 1000 sq ft � 99% $ 120,408.97 � ��,y 25�1 CL`�- �� '� 1% $ 1,216.25 � � � .1��t,c�C1%� ��S� 3�j 0�0• �v ��LtJ2...-pWQi� TOTAL: $ 156,801.77 ��j ��I ,z�� •� 1� �a`I�� " ��,.e-_,�-`�-• � �`wl ,�. � �. ��ie �;i_�,• -° -- . ,ut i'.'��'ijfi�ll��' UJi�.�i�Ei;.�.1 j� ��Z�,�� r,v � �:.1} e'il �1r�'Fl�:ri �� t'Rn��qr., �',Ca �t�,�,1/ii �� Yr -'s��iC�o�j , ir�t'nl; '�i ot� a� � gc.e�.r_ �•y�}i� u,vL+ �F(c'bi_f:a '': �,tr !.1.1 dCtL !.Se:iun�7�y [rittl�i ii,cj t;� i t�i,l �'if�',��',.E4 ' [I}iiE'Y'i ii��j�,`3i �.}`�.�iiaF� �c�If � �k#�1i1?� Tij= ;'eti� �',r;+']^-f3r L_!i .i .1 %'��r0[[fbt Y� SIV�I_IL,SIj i �:�StilEi'� i_t�n:�rti =•��(T;'vYf� �Lrfi� � 02-26-21-0000-00100-0041 � Pasco County Pr-operty Appraiser Page 1 of 1 Data Current as Of: Weekl Archive - Saturda December 2 2017 v v, , Parcel ID 02-26-21-0000-00100-0041 (Card: 001 of 001) Classification 10 - Vacant Commercial Mailing Address Property Value S & L PROPERTIES ZEPHYRHILLS Ag Land $0 LLC Land $177,529 2651 KIRKING CT Building $0 PORTAGE WI 53901-9511 Extra Features $0 � Physical Address Physical Address N/A 7ust Value $177,529 Legal Description (First a�ines) Assessed (Non-School Amendment i) $177,529 COM AT NW COR OF THE SW 1/4 OF SEC 2 TH SOODEGI4'22"E 95.00FT TH N89DEG53'39"E 163.82Ff TH Taxable Value $177,529 S58DEG39'37"W 38.22F7 TH S07 Jurisdiction City of Zephyrhills i Land Detail (Card: 001 of 001) -.�._' -I-_..._'� T__"_..' Line � Use R�Description Zoning Units iType �Price _�Condition�Value 1 1000 �COMMERCIAL OOR3 12,000.00� SF $6.60 0.80 I $63,360 2 � 1000 COMMERCIAL� OOR3 38,000.00 �SF � $2.87 y 0.80 $87,248 3 1000 COMMERCIA OOR3 12,237.00 SF $2.75 , 0.80 � $26,921` Additional Land Information' Acres 1 1.43 Tax Area�30ZH FEMA � Residential Code M3010Z0 � � � Code �'� � —�-------- Building Information - Use 00 - Unimproved (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line � � Descriptionv _ J ear ` �Units _ �Value�`_ � No Extra Features i Sales Historv Previous Owner: GH &G ZEPHYRHILLS LLC Month/Year �Book/Page ~� ,T p �s� �OR Code Condition fAmount � , � 10/2017 � 9628 / 3919 Warrant Deed 3 ^� 000 -_ –� ____�� Y _ ��—_____V Vacant $1,250,�� ` 10/2017 �� 9628 / 3914 ( Warranty Deed � 01 � Vacant �j $600,000 http://search.pascopa.com/parcel.aspx?parce1=2126020000001000041 12/4/2017 � =� �_ I IIII�IIIII IIIII IIIII IIIII IIIII�III III�IIIII I0�IIII IIII �- 2017174034 • � Rept: 1906679 Aec: 35.50 D5:6750.00 IT: 0.00 RETURN TO: ],Gregory Kala,Esq. - 11/o3/2oi7 eReoording Republic Commercial Title Company,LLC ��-, b 11 I Peachtree Dunwoody Road Build'mg D PAULA S.O'NEIL,PhD.PASCO CLERK 8 COt�TROLLER At]ama,Georgia 30328 ii/os/2oi� io:o� nrs i ot 4 Prepared by: James F.Brown,Jr,Esq. OR HK g628 Pr' 3919 �Fine and Rlock Attomeys 2060 Mount Pazan Ruad,Suite 106 AUanta,Georgia 30327 Property Appraisers Pazcel Identification(Folio)Number(s): 02-26-21-0000-00100-0040 This Special Warranty Deed made the y�2ay of October,2017 by GH&G ZEPHYRHILLS,LLC,a Florida limited liability company,whose post office address is Post Office Box 550709,575 Pharr Road,Aflanta,Georgia 30355,hereinafter called the gcantor,to S&L PROPERTI�S ZEPHYRHII.LS,LLC,a Delaware limited liability wmpany, having its principal place of business at 2651 Kirking Court,Portage,Wisconsin 53901,hereinafter called the grantee: (Wherever used herein the terms"granto�"and"giantee"include all theparties to this instrument and the heirs,legal rcprescntativcs and assigns of individuals,and the successors and assigns of corporarions), WiTNESSETIi: That the grantor,for and in consideration of the sum of$10.00 and other valuable considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sells, aliens,remises,releases,conveys and confirms unto the grantcc,all that ccrtain land situate in Pasco County,Florida,viz: See�xhibit"A"attached hereto and made a part hereof(the"Property") TOGETHER,with all the tenements,hereditaments and appurtenances tl�ereto belonging or in anywise appertaining, TU HAVE AND TO HOLD,the same in fee simple forever, AND thc grantor hercby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and wilt defend thc same against the lawfe�l claims of all persons claiming by,through or under the said grantor. THIS conveyance, and the warraniy of title contained herein, are made subject to those matteis described in Exhibit"B"attached hereto and made a part hereof. [PAGE INTENI'IONALLY LEFT BLANK] OR BK g628 PG �920 . 2 of 4 I IN WITNESS R'HEREOF the grantor has caused these presenls io be executed in its name, and its seal to be hereunto at�ixed,by'its proper officer thereunto duly authorized,the day and year first above written. GH&G ZEPI-iYRHI.LLS,LLC,a Florida limited liability comp By: WII.,LIAM E.GRYBOSKI,its , Mana�er Signed,sealed and delivered in the presence of Wimes 1-signature By: �O�Vf �OY1Y1S'4Y1 Witness#l -printed name VJitness#2-signature lBy: I' iC.l,�l�r Y10 ��`P�-P, Witness#2-printed name STATE OF �{.O �A COUNTY OF �I��11____ Ttie foregoing instrumenl was acknowledged before me this l�t�day'of October,20J 7,by WILLIAM E. GRYBOSKI, who is the Manager of GH&G Z�PHYRHII,LS, LLC, a�']orida limi#ed liability company. ,,��N�Hi�i��, , ,��OAQW/yv9•,�, +`�,�'• �(ARY •. � ��S.�O� •� '. N ar ublic,State of :� �r,.-�► . 4 • � e: Z : �1.��: (Please p ' or type) i . � + ��i �'•.,AU9�: J�.' �•.,��j.��jG�•` Commission Number: �'��''� Commission Expires: Notary: Check one of the followiag: � Personally known OR Yroduced Identification(if this box is checked,fill in blank below). Type of Identification Produced: M:IGRYBOSK11Zephyrhi11s1Culver'slClosing Documentsl5pecial WarrantyDeed lb 25_l7.doc -2- I , OR BR 962$ P� 3921 3 of 4 EXHIBIT"A" Leeal Deacrintion THE LAND REFERRED TO HEREIN BELOW IS SITtJAl'ED IN T`HE COUNTY OF PASCO , STATE OF FLORIDA,AND IS DESCRIBED AS FOLLOWS: A PARC�L OF LAND LYING IN THE SOUTHWESI' 1/4 OF SECTION 2, TOWNSIiIP 26 SOUTH,RANCiE 21 �,AST,PASCO COiJNTY,FLORIDA,BEING A PORTION OF LANDS DESCRIBED IN OFFICIAL RECORDS nOOK 8668,PAGE 2843,OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, BEING MORE PARTICULAitLY DESCRTBED AS FOLLOWS: COi�IMENCE AT TI�IE NOR'1'HWEST CORN�:R OF THE SOUTHWEST 1/4 OF SAID SECTION 2;THEI�'CE SUO°14'22"E,ALONG THE WEST BOUNDARY OF TT�SOUTHWEST 1/4 OF SAID SECTION 2, A DISTANCE OF 95.00 FEET; THBNCE, DEPARTING SAID WEST BOiJNDARY,N89°53'39"E,A DISTANCE OP l 63.82 FEET TO TI-IE INTERS�CTION OF Tf� NORTH BOUNDARY OF LANDS DESCRIBED IN OPPTCIAL RECORDS$OOK 8668,PAGE 2843,PUBLIC RECORDS OF PASCO COUNTY,FLORIDA,AND THE EAST RIGHT-OF-WAY LINE OF U.S.HIGHWAY 301(PER FLORIDA DEPARTMENT OF TRANSPORTATION MAP SECTION 1405-202-203);TI-IENCE AI.ONG SAID EAST RIGHT-OF-WAY LINE FOR THE � FOLLOWING FOUR (4) COURSES; (1) 558°39'37"W, A DISTANCE OF 38.22 FEET; (2) i S07°3b'02"W,A DISTANCE OF 220.73 I'�ET;(3)S 12°45'18"W,A DISTANCE OF 10532 FEET; , (4)24.24 FEET ALONG TF�ARC OF A NON-TANGENT CURVE TO TI�RIGHT,HAVIl�iG A ' � RADNS OF 2,303.68 FEET AND CENTRAL ANGLE UF 00°36'10" (CHORD BEARING S08°54'16"W, A DISTANCE OF 24.24 FEET) FOR A POINT OF BEGINNING; TI-IENCE, DEPARTING SAID EAST RIGHT-OF-WAY LINE,N89°53'42"E,A DISTANCE �F 324.73 FEET; THENCE S36°49'S8"W, A DISTANCF OF 322.57 FEET; THENCE N79°09'S8"W, A DISTANCE�F 182.27 FEET TO SAID EAST RIGHT-OF-WAY LINE OF U.S.HIGHWAY 301; TH�NCE 228.45 FEET ALONG SAID EAST RIGHT-OF-WAY LINE AND TI�ARC OF A NON-TANGENT CURVE 1'O '1'HE LEFT, HAVING A RADNS OF 2,303.68 FEET AND CENTRAL ANGLE OF OS°40'S5"(CHORD BEARING N12°02'S0"E,A DISTANCE OF 228.36 P�ET)TO TIIE POINT OF BEGINNING. CONTAINING 62,237 SQUARE FEET OR 1.429 ACRES,MORE OR I.�SS. .M:IGRYBOSKI�ZephyrhillsV.egalsU'azcel 2 Lega103_13_17.docx A-1 ' OR HK g628 PG 3922 ,. 4 of 4 � � EXHIBIT"B" � Permitted Ezceotions 1. Taxes and assessments for the year 2017 and subsequent years,which are not yet due and payable. - 2. Easement granted to Florida Yower Corporation by instrument recorded October 16,1974 in Book 770,Page 398,Public Records of Pasco County,Florida. 3. Easemenl granted to Florida Power Corporation by instrument recotded January 22,1992 in Book 2085,Page 1381,aforesaid records. 4. Tax assessments after the date of the poticy,which aze not yet due and payable,pursuant to i the Interlocal Agreement between Pasco County and thc City of 7'ephyrhills as set forth in instr�ment recorded July 13,2006 in Book 7083,Page 2G2,aforesaid records. 5. Tax assessments after the date of the policy,which are not yet due and payablc,pursuant to Ordinance No. 1097-12 as recorded May 17,2012 in Book 8699, Page 3932, aforesaid rewrds,together with Resolution No.710.16 recorded January 15,2016 in Book 9312,Page 1023,aforesaid records. , 6. Ordinance No.1248-15 as recorded April 2,2015 in Book 9170,Page 93,aforesaid records. , 7. Iteciprocal Easements with Covenants,Conditions and Restrictions Agreement as set forth in instrument recorded June 9,2017 in Book 9553,Page 3297,aforesaid records. 8. Easement for Utili#ies in favor of the City of Zephyrhills,rlorida recorded dune 8,2017 in Book 9553,Page 2Q65,aforesaid records. 9. All matters as would be disclosed by a curnnt, accurate survey and inspection of the Property. B-1 02-26-21-0000-00100-0040 � Pasco County Pr.operty Appraiser Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, December 2, 2017 Parcel ID 02-26-21-0000-00100-0040 (Card: 001 of 001) Classification 83 - Schools, Public Mailing Address Property Value DISTRICT SCHOOL BOARD OF � ' �Ag Land $0 PASCO COUNTY Land $202,153 7227 LAND O LAKES BLVD J Building $54,544 LAND O LAKES FL 34638-2826 � tra Features $35,106 Phvsical Address - See All 2 ' addresses �F�rst snow�� 7ust Value $291,803 38110 COUNTY ROAD 54 � ZEPHYRHILLS FL 33542-7530 ssessed (Non-School Amendment 1) $291,803 Legal Description (First 4�ines) Taxable Value $0 COM AT SW COR OF N1/2 OF SW1/4 OF SEC FOR POB TH ALG SOUTH BOUNDARY OF THE N1/2 OF SW1/4 OF SEC N89DEG53'10"E 389.63 Ff - ]urisdiction City of Zephyrhills Land Detail (Card: 001 of 001) Line � � Use DescriptionZoning Units Type Price �Condition ;Value�y 1 _ 8300 _ SCHOOL OOR3 5.-00-� _ AC_ �$19,680.00' 1.00 $98,400 2 � 8300 SCHOOL OOR3 6.59 � AC M$19,� 0.80 , $103,753 Additional Land Information Acres i 11.5�Tax Area 30ZH FEMA j __ � Residential Code ; 2ZHN.A2 Code ; Building Information - Use 86 - County Buildings (Card: 001 of 001) ear Built 1992 Stories 1.0 Exterior Wall 1 Concrete or Cinder Block Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Metal nterior Wall 1 Masonry or Minimum Interior Wall 2 None Flooring 1 Finished Concrete Flooring 2 None Fuel None Heat None /C None Baths 2.0 Line ____ __, Description Sq. Feet �Repl. Cost New ____` 1 � CAN 1,621 _� $36,086 2 BAS 3,187 ; $236,635 _� Extra Features (Card: 001 of 001) Line Description� Year �Units jValue _ 1 PAV ASP 1992 � 31,393 _ �'$9,182 _�_�__2 SWC__� _� 1992 __ __ 954 � $501 — 3 � CLFENCE 1992 4,056 � $1,825 4 POOLCON 1992 � 6,944 $0 5 COOL DK 1992 -�-15,732 � � $23,598 Sales History - See All 5 sales Previous Owner: PASCO COUNTY Month Yea�,— r �Book Pa e T �m-�--- ��—��_ _ / / g �ype`l__ DOR Code -�C—ond--ition �mount _T02/2012_ 8668 / 2843 Indenture ' _18� _L I� mproved � $0 02/2012 ^ 8668 / 1285 Indenture _ 18 �! Improved � $0 06/2010 � 8352 / 0082 Quit Claim Deed 11 f Improved j $0 http://search.pascopa.com/parcel.aspx?sec=02&twn=26&rng=21&sbb=0000&b1k=00100... 12/4/2017 Physical Addresses � 02-26-21-0000-00100-0040 � Pasco County Property Appraiser Page 1 of 1 Physical Address List for Parcel: 02-26-21-0000- 00100-0040 Displaying 2 records View in groups of: 10 25 50 100 500 1000 Street Number Street Name +� Unit 38110 COUNTY ROAD 54 6386 GALL BLVD � � http://search.pascopa.com/parcel-physadd.aspx?parce1=2126020000001000040&eas=55079 12/4/2017 , p. ` �-� � T - � ,-z 2379 Broad Street,Brooksville,Florida 34604-6899 FST p (� o ��.��.��;�'.��. � �� " ' � � TY�Glt2Y'MR?ZGl GY�'LeYLt DZStrLCt �352)796-7211 or 1-800-423-1476(FL Only) ; :� �� ` C �.-- .___ __ � SUNCOM 628-4150 TDD only 1-800-231-6103(FL only) " o - _ ,r;�,„:.�" r'-:';�'.:.:�-_,. - � �='t.�..,.d_ :.1�..+ � =v._w:�..v".'...�1._ �'�s��Q , On the Intemet at.WaterMatters.org Bartow Service Office Sarasota Service Office Tampa Service Office An Equal 170 Century Boulevard 6750 Fruitville Road 7601 Highway 301 North Opportunity Bartow,Florida 33830-7700 � Sarasota,Florida 34240-9711 Tampa,Florida 33637-6759 Employer (863)534-1448 or (941)377-3722 or (813)985-7481 or 1-800-492-7862(FL only) 1-800-320-3503(FL only) 1-800-836-0797(FL only) November 28, 2017 S&L Zephyrhills, LLC �J� � Attn: Jeff Liegel 2651 Kirking Court Portage, WI 53901 Subject: Notice of Intendeai Agency Action-Approval ERP Minor Modification Project Name: Culver's-Zephyrhills App ID/Permit No: 754391 /43007371.004 " County: Pasco Letter Received: October 20,2017 Expiration Date: November 28, 2022 Sec/Twp/Rge: S02/T26S/R21 E Dear Permittee(s): The Southwest Florida Water Management District(District) has completed its review of the application for Environmental Resource Permit modification. Based upon a review of the information you have submitted, the District hereby gives notice of its intended approval of the application. The File of Record associated with this application can be viewed at http://www18.swfwmd.state.fl us/erp/erp/search/ERPSearch aspx and is also available for inspection Monday through Friday, except for District holidays,from 8:00 a.m.through 5:00 p.m. at the District's Tampa Service Office, 7601 U.S. Highway 301 North, Tampa, Florida 33637. If you have any questions or concerns regarding the application or any other information, please contact the Environmental Resource Permit Bureau in the Tampa Service Office. Sincerely, David Kramer, P.E. � Manager � Environmental Resource Permit Bureau Regulation Division cc: James Neff, P.E., Ingenium Enterprises � , � fi� �.�; �-- ��. - �`! �w 2379 Braad Street,Brooksvil(e,Florida 34604-6899 ,� .� ��.�.�.�`��r��..��. .� ��`��. �.�.'� , , '0 � (352)796-7211 or 1-800-423-1476{FL only} � �tYlc�te�.Mr�nr�gemen�Dist�iet ;'.,;;,"-,.- ;: `- � �—,��-..:.... .,�•,..<-:.;:�,::.:. SUNCOM 628-4150 TDD only 1-800-231-61d3(�L on1Y) a - ¢� .�:. .�_ _..�, -�. ... - �`�.•�}�'I-a' ��' - � On the Intemet at:WaterMatters.org ��'` Bartow Sen+ice Office Sarasota Service Office Tampa Service Office An Equal 170 Century Boulevard 675Q Fruitville Road 7601 Highway 301 North Qpportunify Bartow,Florida 33834-7700 Sarasota,Ffarida 34240-9719 Tampa,Ftorida 33637-6769 Employer ($63)834-1448 ar (941)377-3722 or (813)985-7481 or 7-800-492-7862(FL only) 1-800-320-3503(FL only) 1-800-896-0797(FL only) November 28,2017 S&L Zephyrhills, LLC Attn: Jeff Liegel 2651 Kirking Court Portage,W(53901 Subject: Notice of Agency Action-Approval ERP Minor Madiftcation Project Name: Culver's-Zephyrhills App lDtPermit No: 754391 143QQ7371.004 County: Pasco �etter Fteceived: October 20,20'17 Expiration Date: November 28, 2p22 SeclTwplRge: S02!'f26S/R21 E Dear Permittee(s): The Sa�#hwest Flarida Water Management District(District}is in receipt af your appSicatian for the Environmental Resource Permit modificatian. Based upon a review of the infarmation you submitted,the application is approved. This modification to Environmental Resource Permit(ERP) No 43007371.002 authorizes the following: 1.The construction of a 1.43-acre commercial project, including building, parking, and infrastructure. Runoff is directed to the masfer sformwafer management system autho�ized under Permit Na.43QQ7379.OQ2. Na changes to the previously approved water quality treatment or quantity attenuation design are required. 2. Construction af#he project shall nat commence until remedial construction within the master stormwater management system—as detailed in the remediation plan provided on MVovember 20,2017 t�the File-of-Record for ERP No.43007371 A03—has commenced. 3.The stormwater management system to be construc#ed under this perrr�it shall not be placed inta operafion prior to the stormwater management system#o be constructed under ERP No.43007371.Op2. 4.All other terms and conditions of Permit Na.430Q7371.002, dated March 31,2017 and entitled Wawa-US 301 &Eiland,apply. Please refer to the attached Notice of Rights to determine any legal rights you may have cancerning the Qistrict's agency aetion on the permit application described in this lefter. If approved construction plans are part of the permit, construction must be in accordance with fhese plans. ' These drawings are available for viewing or downloading thraugh the Distric#'s Application and Permit Search Tools located at www.Wa#erMatters.orq/permits. , �. App ID/Permit No:754391 /43007371.004 Page 2 November 28,2017 The District's action in this matter only becomes closed to future legal challenges from members of the public if such persons have been properly notified of the DistricYs action and no person objects to the DistricYs action within the prescribed period of time following the notification. The District does not publish notices of agency action. If you wish to limit the time within which a person who does not receive actual written notice -from the District may request an administrative hearing regarding this action,you are strongly encouraged to publish, at your own expense, a notice of agency action in the legal advertisement section of a newspaper of general circulation in the county or counties where the activity will occur. Publishing notice of agency action will close the window for filing a petition for hearing. Legal requirements and instructions for publishing notices of agency action, as well as a noticing form that can be used, are available from the DistricYs website at www.WaterMatters.or4/permits/noticing. If you publish notice of agency action, a copy of the affidavit of publication provided by the newspaper should be sent to the DistricYs Tampa Service Office for retention in this permiYs File of Record. If you have any questions or concerns regarding your permit or any other information, please contact the Environmental Resource Permit Bureau in the Tampa Service Offlce. Sincerely, David Kramer, P.E. Manager Environmental Resource Permit Bureau Regulation Division Enclosures: Notice of Rights cc: James Neff, P.E., Ingenium Enterprises Notice of Riqhts ADMINISTRATIVE HEARING . 9. You or any person whose substantial interests are or may be affected by the District's intended or proposed action may request an administrative hearing on that action by filing a written petition in accordance with Sections 120.569 and 120.57, Florida Statutes(F.S.), Uniform Rules of Procedure Chapter 28-106, Florida Administrative Code(F.A.C.)and District Rule 40D-1.1010, F.A.C. Unless otherwise provided by law,a petition for administrative hearing must be filed with(received by)the District within 21 days of receipt of written notice of agency action."Written notice"means either actual written notice, or newspaper publication of notice,that the District has taken or intends to take agency action. "Receipt of written notice"is deemed to be the.fifth day after the date on which actual notice is deposited in the United States mail, if notice is mailed to you, or the date that actual notice is issued, if sent to you by electronic mail or delivered to you, or the date that notice is published in a newspaper,for those persons to whom the District does not provide actual notice. 2. Pursuant to Subsection 373.427(2)(c), F.S.,for notices of intended or proposed agency action on a consolidated application for an environmental resource permit and use of state-owned submerged lands concurrently reviewed by the District, a petition for administrative hearing must be filed with (received by)the District within 14 days of receipt of written notice. 3. Pursuant to Rule 62-532.430, F.A.C.,for notices of intent to deny a well construction permit,a petition for administrative hearing must be filed with (received by)the District within 30 days of receipt of written notice of intent to deny. 4. Any person who receives written notice of an agency decision and who fails to file a written request for a hearing within 21 days of receipt or other period as required by law waives the right to request a hearing on such matters. 5. Mediation pursuant to Section 120.573, F.S.,to settle an administrative dispute regarding District intended or proposed action is not available prior to the filing of a petition for hearing. 6. A request or petition for administrative hearing must comply with the requirements set forth in Chapter 28-106, F.A.C. A request or petition for a hearing must: (1)explain how the substantial interests of each person requesting the hearing will be affected by the District's intended action or proposed action, (2)state all material facts disputed by the person requesting the hearing or state that there are no material facts in dispute, and(3) otherwise comply with Rules 28-106.201 and 28-106.301, F.A.C. Chapter 28-106, F.A.C.can be viewed at www.flrules.org or at the District's website at www.WaterMatters.orq/permits/rules. 7. A petition for administrative hearing is deemed filed upon receipt of the complete petition by the District Agency Clerk at the District's Tampa Senrice Office during normal business hours,which are 8:00 a.m.to 5:00 p.m., Monday through Friday, excluding District holidays. Filings with the District Agency Clerk may be made by mail, hand-delivery or facsimile transfer(fax). The District does not accept petitions for administrative hearing by electronic mail. Mailed filings must be addressed to, and hand-delivered filings must be delivered to, the Agency Clerk, Southwest Florida Water Management District, 7601 Highway 301 North,Tampa,FL 33637-6759. Faxed filings must be transmitted to the District Agency Clerk at(813)367-9776. Any petition not received during normal business hours shall be filed as of 8:00 a.m. on the next business day. The DistricYs acceptance of faxed petitions for filing is subject to certain conditions set forth in the DistricYs Statement ofAgency Organization and Operation, available for viewing at www.WaterMatters.or4/about. 3 e � JUDICIAL REVIEW 1. Pursuant to Section� 120.60(3)and 120.68, F.S., a party who is adversely affected by District action may seek judicial review of the District's action. Judicial review shall be sought in the Fifth District Court ofAppeal or in the appellate district where a party resides or as otherwise provided by law. 2. All proceedings shall be instituted by filing an original notice of appeal with the District Agency Clerk within 30 days after the rendition of the order being appealed, and a copy of the notice of appeal, accompanied by any filing fees prescribed by law, with the clerk of the court, in accordance with Rules 9.110 and 9.190 of the Florida Rules ofAppellate Procedure (Fla. R.App. P.). Pursuant to Fla. R.App. P. 9.020(h), an order is rendered when a signed written order is filed with the clerk of the lower tribunal. 4 _l . .- �: , : , .- .. '. . � - � ,.-, _ _ . _. . ; . . . • _ _ ,__ : . , .. CITY OF / / / / BUILDINGI �` ZEPHYRHILLS DEPARTMENT , OF ADDITION OR CORRECTION . t � • • • ADDRE55 DATE PERMIT�, �r��J)� �.:��.�a- �� #'�l f �� ' THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job wi I I be accepted. 1�'t�,P;-f�i-1 Pa � ��:�Gl�.,l��-`�=� �-3�1�I � l�,t��L- i;(,�'�c�=,fi�1�- . ` ' �t is unlaw►ul tor any Carpenter,Contractor,euilder,or other persons,co AFTER CORRECTIONS ARE MADE CALL , cover or cause ta be covered,any part of the work with eooring,lath,earth 780-0020 FOR RE-INSPECTION or other matarial,until the proper inspector has had ample time to approve the installation. {J /i//,i OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR �J��,.��C�� i 9 � � a � t - �, � Q��o ��,�oA ;� �.�� - f s,•� '��--'� `�, - n:�� . '^. , ` City of Zephyrhills BUILDING PLAN REVIEW COMMENTS , Contractor/Homeowner: �"'�e� G Date Received: 6 � � g�� Site: � 3�� '�� 1�� 1,L�1��' Permit Type: �i�hSs`f7(,�P� �Y� ��Y S9•�� Co.c�'C�,� Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below co ents: ❑ �� , � f , % �C '� �e. ��- �-c.�. �`- ,� � � � � ,: � � , •� � c j, � 1 "� �' -� , f, �'l , .�/,� �- �� 5 "� � ��3.-��._ �D�� .�� -��1�, � � _ � � �� i �i�� cc� Thi.s comment sheet shall be kept with,the permit and/or plans. r. �2� ��.� � ,�c�-.�LS Kalvin Switzer—Plans Examiner Date Con actor andlor Homeowner � ' (Required when comments are present) i ��O� o ' ' �jj'J' [JiYlillOfl-. =�� l��J! =��i--.--.-""_. _. �� 'i"r�`�- - f'`s' C�-'� ��n;:::: '="� �� 1 !i', .`i, _ T' �C�� City�of Zephyrhills ��1�S BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� G�� Date Received: /- ��-`� Site: So 3��(C?�l ,��Ul� Permit Type: �� f�T�S� ,er�- Approved w/no comments:❑ Approved w/the below comments: CY Denied w/the below comments: ❑ � ) I L � �C-2� L e 2 tr �v�r'�6C-s�5$ r o.� ��'�-✓a-... f /�-Nt rJ � a� /,I�L .�� 3'� `s1.�+1 This comment sheet shall be kept with the permit and/or plans. � • �----� �Tj-. � b` �� -�--� ?l�y � ��►S Gene Brown-Fire Safety Officer Date Contractor and/or Homeowner (Required when comments are present) Jacqueline Boges From: Chris McGuire<cmcguire@mccon.net> Sent: Tuesday, October 10, 2017 12:11 PM . To: Bill Burgess - Cc: Jacqueline Boges Subject: RE; Culver's of Zephyrhills plan review Hi Bill, I just had an update that the closing will be on 10/30. I am hoping to file the NOC and pay for the permits on 10/31. Do you have an idea what the value of the permits and impact fees will be? Thanks, Chris McGuire From: Bill Burgess [mailto:bburgess@ci.zephyrhills.fl.us] Sent: Monday, October 2, 2017 10:15 AM To:Chris McGuire<cmcguire@mccon.net> Cc:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> Subject: RE:Culver's of Zephyrhills plan review We will be ready... From:Chris McGuire [mailto:cmc�uire@mccon.netl Sent: Monday,October 02, 2017 11:11 AM To: Bill Burgess<bbur�ess@ci.zephyrhills.fl.us> Cc:Jacqueline Boges<ibo�es@ci.zephyrhills.fl.us> Subject: RE:Culver's of Zephyrhills plan review • ' Thank you very much Bill, , The owners are targeting closing on 10/24. We are hoping to start shortly after that with your permission. Thanks, Chris McGuire From: Bill Burgess [mailto:bbur�ess@ci.zephvrhills.fl.us] Sent: Monday,October 2, 2017 9:49 AM To:Chris McGuire<cmc�uire@mccon.net> Cc:Jacqueline Boges<ibo�es@ci.zephvrhills.fl.us> Subject: RE:Culver's of Zephyrhills plan review Everything is going well,just finalizing numbers..... From:Chris McGuire [mailto:cmc�uire@mccon.net] Sent: Monday,October 02,2017 9:07 AM To: Bill Burgess<bbur�ess@ci.zephyrhills.fl.us> Subject:Culver's of Zephyrhills plan review Hi Bill i Jacqueline Boges From: Rodney Corriveau Sent: Monday, November 6, 2017 3:26 PM To: Jacqueline Boges _ Cc: Todd Vandeberg;Audrey McGuire -� Subject: FW: Culver's of Zephyrhills site Attachments: SKM_C3350171030151200.pdf FYI, do not issue to Culvers until final payment referenced below is payed. Rod � _ � � � .� �� '�, ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! II Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: ' City of Zephyrhills Planning Department 'i Historic Captain Jeffries House 38537 5t''Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 , Fax: 813.780.0005 Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request,do not send electronic mail to this office. From: Rodney Corriveau Sent: Monday, November 06, 2017 3:20 PM To: 'Chris McGuire'<cmcguire@mccon.net> Cc: 'tdavis@mccon.net'<tdavis@mccon.net>;Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us> Subject: FW:Culver's of Zephyrhills site Chris, This will confirm the City will accept 50% payment of the tree mitigation fund today and payable at time of C.O. (certificate of occupancy)the remainder. I will communicate this with Jackie in the building department. That fee is $90,081.25 now and $90,081.25 at C.O. Thanks, Rod 1 . � � �� '� � ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5t''Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. ______------------ ---------------- _-------___�,��__M From: Rodney Corriveau Sent: Monday, November 06,2017 2:57 PM To: Kevie DeFranc<KDeFrancCp�ci.zephyrhills.fl.us> Subject: FW: Culver's of Zephyrhills site � . � � � � '! ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5t''Ave. Zephyrhills, FL 33542 z Phone: 813.780.0201 Fax: 813.780.0005 � Under Florida law,e-mail aaidresses are public recorcls. If you do not want your e-mail address released in response to a public records request,do not send electronic mail to this office. � From: Rodney Corriveau Sent: Friday, November 03, 2017 11:54 AM To: 'Chris McGuire'<cmc�uire@mccon.net> Subject: RE:Culver's of Zephyrhills site http://www.ci.zephvrhills.fl.us/DocumentCenter/Home/View/264 Chris, The link above will take you to the "tree removal permit application" Please fill out and have Troy submit this with the fee to the Planning Department(Please write the check out to the City of Zephyrhills and then on the memo line indicate tree mitigation fund). As you remember, we are in the little yellow house on the corner across from 7-11. I have attached the application WaWa submitted for a guide. � I will request a PDF from Ingenium for the plans they submitted to us recently. Page "L01.0" indicates a fee of $208,975.00 so please reduce that by$28,812.50 for a final total of$180,162.50. I will combine that page with your "tree removal permit application" for the full application. Therefore when we get the app and Todd signs off he can indicate "see attached" at the bottom of the application. Thanks, Rodney � - � ' � L�1 � '�J ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP � Assistant Planner Physical/Mailing Address: � City of Zephyrhills Planning Department , Historic Captain Jeffries House 38537 5th Ave. Zephyrhills, FL 33542 Pho ne: 813.780.0201 Fax: 813.780.0005 Under Florida law, e-mail addresses are public records. Ef you c7o not want your e-mail address released in response to a public records request, do not send electronic mail to this office. 3 From: Chris McGuire [mailto:cmcguire@mccon.net] ' Sent: Friday, November 03,201711:07 AM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subject: RE: Culver's of Zephyrhills site -' Thank you Rodney, , Can you please let me know the balance and I will arrange for the payment when Troy is in town to get the rest of the permits? Thanks, , Chris McGuire ___- �----------------__.__.�___------- -.�.�__--_ _ _------- From: Rodney Corriveau [mailto:RCorriveau@ci.zephyrhills.fl.us] , Sent: Friday, November 3, 2017 10:04 AM To: Chris McGuire<cmc�uire@mccon.net> Subject: RE: Culver's of Zephyrhills site Sorry to get back with you so late Chris. I was out yesterday and it has been crazy here. Yes, this will confirm to reduce the fee by the$28,812.50. Please let me know if you have any questions! Thanks, Rod � - � . � � � '��, ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department ' Historic Captain Jeffries House 38537 5th Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813J80.0005 Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request,do not send electronic mail to this office. -_.. _...__ -- ------__. _____—_..----�------ ----------------_------------ ---- ------ -------------_ -__.--- -- --_—__ __------- -_._. II From:Chris McGuire [mailto:cmc�uire@mccon.net] Sent:Tuesda October 31 2017 12:11 PM Y, , 4 To: Rodney Corriveau<RCorriveau@ci.zephvrhills.fl.us> _ ;_ Subject: Re: Culver's of Zephyrhills site - - - Thank you Rodney - _ - � Yes please see if the fee is to be reduced by the 28k � - - - Best regards - Chris McGuire McCON Building Corporation C: (608) 287-4545 0: (608) 929-7737 ext 1 cmcguire@mccon.net Sent from my iPhone On Oct 31,2017, at 10:39 AM, Rodney Corriveau <RCorriveau@ci.zephvrhills.fl.us>wrote: Hi Chris, No, the developer paid the fee for the Wawa site only and the reason it was significantly lower that the parcel to the south was because the parcel was mostly a huge retention pond. If you look on the plans submitted for Culvers, it clearly indicates the fee due. Are you asking if the fee due on the plans should have the$28,000 (+/-) already paid by the developer deducted from that? If so, I can look into that for you. Thanks, Rod <imageooi.png> ZEPHYRHILLS-HOMETOWN AMERICA IIV THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5t''Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, c!o not send electronic mail to this office. _ .� -- -----------------___---__---- -------_____---.-___� - ------_—____ _----- -- --___----._----_-_ From:Chris McGuire [mailto:cmc�uire@mccon.net] Sent: Monday, October 30, 2017 5:05 PM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> Subject: RE:Culver's of Zephyrhills site Thank you Rodney, 5 Please help me to understand if Culver's wil[owe anything because it appears the developerjseller paid all of the fee for the tree removal. Thanks, Chris McGuire �. .�- From:Rodney Corriveau E�aiita:RCorriveau@ci.zephvrhil(s.fl.us] Sent: Monday, October 30, 2017 2:18 PM To:Chris McGuire<cme�uire�7a mccon.net> 5ubject: RE:Culver's of Zephyrhills site Here ya go. It was only for the WaWa site. lNe let them clear the site krtowing the next awner will need ta pay thir portion on their parcel. TY, Rod <i�nccgeaol.png> ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner PhysicalJMailing Rddress: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5th Ave. Zephyrhills, FL 33542 Phone:813.780.0201 Fax: 813.780.0005 Under Florida law,e-mail addresses are public records. 6f you do nat want your e-mail address released in respanse to a pubIic records request,do not send etectron'sc mai[to this office. From:Chris McGuire [mailta:cmc�uire@mccon.net] Sent: Friday, October 27, 2017 3:42 PM To: Rodney Carriveau<RCorriveau@ci.zephvrhills.fl.us> Subject: RE: Culver's of Zephyrhills site Hi Rodney, Thank yau for the caH back. The owr�ers are close to closing, but 1 need to knaw if the tree fee has been paid. Can you please let me know if you were able to confirm this? Thanks, Chris McGuire 6 From: Chris McGuire [mailto:cmc�uire@mccon.net] Sent:Wednesday,October 25, 2017 3:26 PM To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us> � Subject: Re: Culver's of Zephyrhills site Hi Rodney Can you please let me know if you have been able to confirm the tree fees were with Wawa? Bestregards Chris McGuire McCON Building Corporation C: (608) 287-4545 0: (608) 929-7737 ext 1 cmc�uire@mccon.net ' Sent from my iPhone On Oct 23, 2017,at 2:42 PM, Rodney Corriveau <RCorriveau@ci.zephyrhills.fl.us>wrote: Hi Chris, That's great news. The tree mitigation fee comes over here to planning (see address below), all the other impact/site fees go to the building department. That's over at the City hall annex. Thanks, Rod <i�nageoo2.J�ng> ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! Rodney V. Corriveau, AICP Assistant Planner Physical/Mailing Address: City of Zephyrhills Planning Department Historic Captain Jeffries House 38537 5th Ave. Zephyrhills, FL 33542 Phone: 813.780.0201 Fax: 813.780.0005 Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request,do not send electronic mail to this office. From:Chris McGuire [mailto:cmc�uire@mccon.net] Sent: Monday,October 16, 2017 9:59 AM To: Rodney Corriveau <RCorriveau@ci.zephyrhills.fl.us> Cc:Joey Mantegna<jmante�na@in�eniumteam.com>; 'Jeremy Pettit' <jpettit@in�eniumteam.com> Subject:Culver's of Zephyrhills site 7 Hi Rodney, We are working toward a construction start of 11/1. We have the building permits addressed,except for the fees which we will pay on 10/31. Do you have any concerns we need to address for the site permit? Best Regards, Chris McGuire McCON Building Corporation 1059 Circle Drive-P.O. Box 247- Highland,WI 53543 Cell (608) 287-4545 Phone : (608) 929-7737 Ext. 1 Fax: (608)929-7739 www.mccon.net e-mail: cmc�uire@mccon.net <image003.jpg> 8 11�29/20y7 08;53 McCon Building Corp (FAX}608 92.9 7739 P.002/006 J �C��.1��-�..�T�St �,'�.(��,��,Cl.rc� 2379 Broad SUee�Brooksvllle,F{ortda 34604�6899 �r�t�„�� ,��, (352)798�7211 or 1•800-423-1478(FL anlY) . . � ,,,,._ SUNCQM 828-4150 TDD aNy 1-800-231•6103(FLaniy) � ,• •- Or�1he lnterrret 8L•WaterMatters.arp ��N .aM�� An Equpl 170 Ca+tury Baulev�rd� �araaota 9e�vice Qffice 601 H ��30 NoAh 67SQ Frultville Roed �y OppoRunity 9erinw,Flo�ide 33830-770D ��aq��p�p�}Qa$4240�9711 Temp�,Flafitla 33837-8759 Empfoyer {B69)634�1448 0� (941}377�722 or (813)9B5•7181 or 9-800-492-7862(FL anly) 1$00•320-3503(FL onNf 1-8DD-898-0797(FL offiy) November 28,2017 S 8�L Zephyrhills,LLC aUn:,1��u�i 2651 Krking Court , , Portaga,WI 53901 Subjeat: Notice of Int�n�fed Agency Action-App�ovai ERP Minor Modiflca#lon Praject Name: Culve�'s-Zephyri�►llls I App IOlPermit No: 754397/43007371.004 County: Pasco , Letter Reoeived: October 20,2017 Expiratlon Date: Novembe�28,2a22 , SadTwp/Rge: S02/T28S/R21E ', Dear Permittee(s): I The Southwest Flarida Water ManagemeM pistrict(district)has complated its review af tha applicaUon tor �I Environmental Resource Permft modiBca�on, Bssed upon a review of the infarmatlon you have submitted. fhe Districi hereby gives notice of its intQnded approval of the application. �, The Flle of Record associated with this appllcaUon can be vlewed at htta:IMmwlB.swfwmd.state.fl.uslerole�Jseard�/�RPSaar�h.asvx and is aisv available for inspection MQnday through Frid�y,�xcept for District ho[idays.from$:p0�.m.thrpugh S:QQ p.m.at the DlstrlcPs Tampa Servlce Office,7601 U.S.Hlghway 301 Norih,Tampa,Floride 33637. �� If yau have any quastions or canc�ms regarding the appli�tion qr any other informstion,please contact the Environmental Resource PeRnit Bureau in the Tampa Service QffiCe_ I ' Slncerely, David Kramer,P.E. Manager Environmental Resource Permit Sureau Regulatlon Division cc: James Neff,P.E.,Ingenium Enterprises �,�_`' o,- C�� 7 t��7C T��" ��11,4"�!�!] 2379 Broad Street,Btooksville,Florida 34604-6899 ur l_.L ��V V l. �ul 1��LL TM �� W��e��.��la��zctge��ze�zt Distr�ct t352)796-7211 or 1-800�23-1476(FL only) � �. ,. a-�� ' " '-�_ � �� TDD vnly:l-S00-231-6103(FL only) '��'�nqc�MF.I�4'� _ � �" ��-�-- On the Internet at WaterMatters.org �..._ __��, .. �w___ -a-�a__w� An Equal Bartow Service Otflce Sa►asota Service Offtee Tampa Servlce Offlce ��i��r 170 Century Boutevard 6750 Fruitville Road 7601 Highway 301 NorUi Bartow,Florida 3383Q7700 Sarasata,Florida 34240-9711 Tampa,Florida 33637-6759 (863j 5341448 or (941)3773722 or � (813J 985-7481 or 1-8Ua492-7862(FL only) 1-800-3203503�fL�only� 1,800-83CrQ797{fL onlyy November 03, 2017 Ingenium Enterprises James Neff 14499 North Dale Mabry Hwy Suite 250 Tampa, FL 33618 Subject: Request for Additional Information Project Name: Culver's-Zephyrhills Application/Petition No.: 754391 County: Pasco Sec/Twp/Rge: S2/T26S/R21 E Reference: Chapter 62-330, Florida Administrative Code (F.A.C.) Section 373.4141 and 120.60, Florida Statutes (F.S.) Dear Mr. Neff: Before the District can complete its review of the permit application/petition referenced above,the information itemized on the enclosed checklist must be received. Please ensure that your response to the checklist, including any payment of the fee (if not submitted), • is received in this office within 90 days from the date of this request; • references the permit application/petition number; and, • includes a copy of all requested information (if submitted on paper). Failure to provide this information within 90 days will delay the processing of the permit application/ petition, and may result in the permit application/petition being denied. If the additional information cannot be provided within that time period, you may make a written request for a time extension, provided that an acceptable justification for the time extension accompanies the request. Pursuant to 120.60(1), F.S., if you believe this request for additional information is not authorized by law or rule,then upon your written request,the District shall proceed to process the application. Pursuant to ' Section 373.4141(1), F.S., if you believe that this request for additional information is not authorized by law or rule,then you may request a hearing pursuant to Section 120.57, F.S., and Chapter 28-106, F.A.C., of the Uniform Rules of Procedure.A renuest for hearing m �c (� e��nlain how the c�ibcfantial interests of a nPrson rer;uesting the hearing will be affected b�the District's action�(21 state all material factc di� �►�z tPd b�th�person req�.c ing the hParin��r statP that therP are no di�n�ited far.t�;an�) otherwise romTl�with Rides 28-106_201 and 28-106.301, F.A.C. Chanter 28-106, F.A.C., ma�be viewed at www_flr��lPc.nra�_A petition for administrative hearing must be filed with (received by)the District Agency Clerk at the District's Tampa address within 21 days of receipt of this notice. Receipt is deemed to be fifth day after the date that this notice is deposited in the United States mail if this notice is mailed to you, or the date that this notice is issued, if sent by electronic mail. Failure to file a request for a hearing within this time period shall constitute a waiver of any right such person may have to request a hearing under Sections 373.4141(1)or 120.57, F.S. Mediation pursuant to Section 120.573, F.S., of any administrative dispute regarding the DistricYs determination in this matter is not available. If you have questions regarding the information requested or the District's procedure, please contact me at the Tampa Service Office, extension 2318. For assistance with environmental concerns, please contact David Sauskojus, extension 4370. Sincerely, Robert McDonald David K. Sauskojus Engineer Senior Environmental Scientist Environmental Resource Permit Bureau Environmental Resource Permit Bureau Regulation Division Regulation Division Enclosures: Checklist cc: S&L Zephyrhills, LLC PROJECT INFORMATION REVIEW LIST Environmental Resource Permit Application Individual DATE: November 03, 2017 PROJECT NAME: Culver's-Zephyrhills � APPLICATION ID NUMBER: 754391 DATE APPL. RECEIVED: October 20, 2017 APPLICATION REVIEWER(S): ENGINEERING: Robert McDonald ENVIRONMENTAL: David Sauskojus In order to provide that reasonable assurance is given for those"Conditions for Issuance of Individual and Conceptual Approval Permits"found in Rule 62-330.301, Florida Administrative Code (F.A.C.), and those "Additional Conditions for Issuance of Individual and Conceptual Approval Permits"found in Rule 62-330.302, F.A.C.,the following additional information is required as indicated.The items requested are also extracted from Rules 62-330.060, F.A.C., "Content of Applications for Individual and Conceptual Approval Permits", 62-330.010(4)(a), F.A.C., "Southwest Florida Water Management District ApplicanYs Handbook Volume I", 62-330.010(4)(b)4, F.A.C., "Southwest Florida Water Management District Applicant's Handbook Volume II", and 40D-1.607, F.A.C., "Permit Processing Fee". APPLICATION AND APPLICATION CERTIFICATION_ 1. Please verify that all documents signed and sealed electronically include the appropriate information required under Rule 61G15-23.005(3)(d), F.A.C.The following text or similar language is acceptable to the Florida Board of Professional Engineers(FBPE)to meet this requirement, and must appear where the physical signature and seal would normally appear: a)[Licensee] State of Florida, Professional Engineer, License No.X; b)This item has been electronically signed and sealed by [Licensee, PE]on [DATE] using a SHA-1 authentication code; c) Printed copies of this document are , not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. [Rule 62-330.301(4), F.A.C. and Section 2.2 of the ERP Applicant's Handbook Vol. II (A.H.V.II)] I 2. Per the ERP application, all documents required to be signed and sealed will need to be electronically �i submitted along with a copy of their respective Manifest Document. Please provide this document. I Note that a hard copy of the manifest is no longer required and the manifest can be uploaded directly into e-Permitting so long as the signature and seal of the engineer is legible. [Rule 62-330.060, F.A.C.] 3. Please clarify the ownership of the project area.The provided sale agreement indicates that the property will be sold to"S&L Properties Zephyrhills, LLC" by"GH&G Zephyrhills, LLC." However,the Pasco County Property Appraiser indicates this parcel is currently owned by"District School Board of Pasco County." Please clarify this issue, and provide the necessary documentation to establish that the applicant has sufficient ownership or control of the project area. [Subsection 4.2.3(d),A.H.V.I] DRAINAGE INFORMATION: 4. Please provide reasonable assurance that the master stormwater management system is still capable of providing the required water quality and quantity functions for the project area. Recent construction information on the status of the stormwater ponds indicates that the ponds are not functioning as designed and may require modification to meet District rule. [Rule 62-330.301(1), F.A.C.] S &L Zephyrhills, LLC Attn: Jeff Liegel 2651 Kirking Court Portage,WI 53901 `�`� S�uthwest Florid.a � ,�`—�-.,, 2379 Broad Street,Brooksville,Florida 34604-6899 �� r� s�-'"`- �� W�te��l�c��zc�ge��zent Dist��ict �352)79G-7211 or 1-800-423-1476(FL onlY) } � o h: ,,,-----• TDD only:1-800-231-6103(FL only) �'' .. . ��...----a-��.—�.�,_,.--'�_� . - �'�•„�Fh„-�``'� - _ _ - - - --- - -_ - -- On the Internet at 1�VaterMatters.org An Equal Bartow Servtce Offlce Sarasota Service Office Tsmpa Servlae Offlce 0��9"':y 170 Century Boulevard 6750 Fruilville Road 7601 Highway 301 North E"'��°�'� Bartow,Florida 33830-7700 Sarasota,Florida 34240�9711 Tampa,Fiorida 33637-6759 (863)5341448 or (941}377-3722 or i813)985-T481 ar 1-800-492-7862(FL only} i-800-320-3503{FL only� 1-SDO-836-0797{R only) November 03,2017 Ingenium Enterprises James Neff 14499 North Dale Mabry Hwy Suite 250 Tampa, FL 33618 Subject: Request for Additional Information Project Name: Culver's-Zephyrhills Application/Petition No.: 754391 County: Pasco Sec/Twp/Rge: S2/T26S/R21 E Reference: Chapter 62-330, Florida Administrative Code (F.A.C.) Section 373.4141 and 120.60, Florida Statutes (F.S.) Dear Mr. Neff: Before the District can complete its review of the permit application/petition referenced above,the information itemized on the enclosed checklist must be received. Please ensure that your response to the checklist, including any payment of the fee (if not submitted), • is received in this office within 90 days from the date of this request; • references the permit application/petition number; and, • includes a copy of all requested information (if submitted on paper). Failure to provide this information within 90 days will delay the processing of the permit application/ petition, and may result in the permit application/petition being denied. If the additional information cannot be provided within that time period,you may make a written request for a time extension, provided that an acceptable justification for the time extension accompanies the request. Pursuant to 120.60(1), F.S., if you believe this request for additional information is not authorized by law or rule,then upon your written request,the District shall proceed to process the application. Pursuant to Section 373.4141(1), F.S., if you believe that this request for additional information is not authorized by law or rule, then you may request a hearing pursuant to Section 120.57, F.S., and Chapter 28-106, F.A.C., of the Uniform Rules of Procedure.A renr�Pst for hearing m►ist(��nlain how the s�ihstantial in.+erestc of a ner.con rPn i c ing the hearing�a�ill h _ aff_ .t.d b�the Distrir.t'c ar.tion;(?� statP all matPrial facts di. i�� tPd b�thP nerson requecting thP hearing nr state that there arP no di�nut_� d�rt�; ^nd(�) othe►wise r.omo/�with R��les 28-106.?01 and 28-106_301, F A_G. Chanter 28-106, F A�,, ma�be vi_w_d at www_flrules_ora. A petition for administrative hearing must be filed with (received by)the District Agency Clerk at the District's Tampa address within 21 days of receipt of this notice. Receipt is deemed to be fifth day after the date that this notice is deposited in the United States mail if this notice is mailed to you, or the date that this notice is issued, if sent by electronic mail. Failure to file a request for a hearing within this time period shall constitute a waiver of any right such person may have to request a hearing under Sections 373.4141(1)or 120.57, F.S. Mediation pursuant to Section 120.573, F.S., of any administrative dispute regarding the DistricYs determination in this matter is not available. If you have questions regarding the information requested or the DistricYs procedure, please contact me at the Tampa Service Office, extension 2318. For assistance with environmental concerns, please contact David Sauskojus, extension 4370. Sincerely, Robert McDonald David K. Sauskojus Engineer Senior Environmental Scientist Environmental Resource Permit Bureau Environmental Resource Permit Bureau Regulation Division Regulation Division Enclosures: Checklist cc: S &L Zephyrhills, LLC � PROJECT INFORMATION REVIEW LIST Environmental Resource Permit Application Individual DATE: November 03,2017 PROJECT NAME: Culver's -Zephyrhills APPLICATION ID NUMBER: 754391 DATE APPL. RECEIVED: October 20,2017 APPLICATION REVIEWER(S): ENGINEERING: Robert McDonald ENVIRONMENTAL: David Sauskojus In order to provide that reasonable assurance is given for those"Conditions for Issuance of Individual and Conceptual Approval Permits"found in Rule 62-330.301, Florida Administrative Code (F.A.C.), and those "Additional Conditions for Issuance of Individual and Conceptual Approval Permits"found in Rule 62-330.302, F.A.C., the following additional information is required as indicated.The items requested are also extracted from Rules 62-330.060, F.A.C., "Content of Applications for Individual and Conceptual Approval Permits", 62-330.010(4)(a), F.A.C., "Southwest Florida Water Management District ApplicanYs Handbook Volume I", 62-330.010(4)(b)4, F.A.C., "Southwest Florida Water Management District Applicant's Handbook Volume II", and 40D-1.607, F.A.C., "Permit Processing Fee". APPLICATION AND APPLIGATION GERTIFI ATION• 1. Please verify that all documents signed and sealed electronically include the appropriate information required under Rule 61G15-23.005(3)(d), F.A.C.The following text or similar language is acceptable to the Florida Board of Professional Engineers(FBPE)to meet this requirement, and must appear where the physical signature and seal would normally appear: a)[Licensee] State of Florida, Professional Engineer, License No.X; b)This item has been electronically signed and sealed by [Licensee, PE]on [DATE] using a SHA-1 authentication code; c) Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. [Rule 62-330.301(4), F.A.C. and Section 2.2 of the ERP Applicant's Handbook Vol. II (A.H.V.II)] 2. Per the ERP application, all documents required to be signed and sealed will need to be electronically submitted along with a copy of their respective Manifest Document. Please provide this document. Note that a hard copy of the manifest is no longer required and the manifest can be uploaded directly into e-Permitting so long as the signature and seal of the engineer is legible. [Rule 62-330.060, F.A.C.] 3. Please clarify the ownership of the project area.The provided sale agreement indicates that the property will be sold to"S&L Properties Zephyrhills, LLC"by"GH&G Zephyrhills, LLC."However,the Pasco County Property Appraiser indicates this parcel is currently owned by"District School Board of Pasco County." Please clarify this issue, and provide the necessary documentation to establish that the applicant has sufficient ownership or control of the project area. [Subsection 4.2.3(d),A.H.V.I] DRAINACE INFORMATION� 4. Please provide reasonable assurance that the master stormwater management system is still capable of providing the required water quality and quantity functions for the project area. Recent construction information on the status of the stormwater ponds indicates that the ponds are not functioning as designed and may require modification to meet District rule. [Rule 62-330.301(1), F.A.C.] COMcheck Software Version 4.0.7.0 . Envelope Compliance Certificate - - Project Information , Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: New Culver's Restaurant Location: Zephyrhills, Florida Climate Zone: 2a Project Type: New Construction • Vertical Glazing/Wall Area: 8% Construction Site: OwnedAgent: DesignedContractor: 1441 34th Street North IL 011mann Ernest Martin Architects St. Petersburg, FL 33713 509 South State Street Belvidere, IL 61008 815-544-7790 wmartin@oaarch.com Building Area Floor Area 1-Dining:cafeteria/fast food: Nonresidential 4913 Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor�B� Perimeter Roof 1:Insulation Entirely Above Deck:High Albedo Roof Required,3- 4913 --- 28.8 0.034 0.048 Year-Aged Solar Reflectance=0.68,Thermal Emittance=0.84(e), [Bldg.Use 1 -Dining:cafeteria/fast food] Drive Thru Wall:Other Mass Wall,Heat capacity 1.0,[Bldg.Use 1 - 1953 --- -- 0.056 0.064 Dining:cafeteria/fast food](b) Window 1:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 20 --- -- 0.280 0.500 Product ID Drive Thru,SHGC 0.39,PF 0.58,[Bldg.Use 1 -Dining: cafeteria/fast food](c) Window 2:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 38 --- -- 0.280 0.500 Product ID N/A,SHGC 0.39,PF 0.50,[Bldg.Use 1 -Dining: cafeteria/fast food](c) Window 3:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 19 --- -- 0280 0.500 Product ID N/A,SHGC 0.39,PF 0.50,[Bldg.Use 1 -Dining: cafeteria/fast foodj(c) Window 4:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 38 --- --- 0.280 0.500 Product ID N/A,SHGC 0.39,PF 0.50,[Bldg.Use 1 -Dining: cafeteria/fast food](c) Door 1:Glass(>50°/a glazing):Metal Frame,Entrance Door,Pert. 31 --- -- 0270 0.830 � Specs.:Product ID N/A,SHGC 0.27,PF 0.29,[Bldg.Use 1 -Dining: cafeteria/fast food](c) Main Entry Wall:Other Mass Wall,Heat capacity 1.0,[Bldg.Use 7 - 1804 --- --- 0.056 0.064 Dining:cafeteria/fast food](b) , Window 5:Metal Frame with Thermal Break:Fixed,Pert.Specs.: 38 -- -- 0.280 0.500 Project Title: New Culver's Restaurant Report date: 09/11/17 Data filename: Z:\2017 Projects\2017-054 Culver's of Zephyrhills, FL\2017-054 Non-Draw\ComCheck\17-054 Page 1 of 18 ComCheck 9-11-2017-Todd.cck Assembly Gross.Area Cavity Cont. Pr.oposed Budget�U= or R=Nalue R=1lalue U-Factor Factor(ei ; - Perimete� Product:ID>N7A,SHGG_0.39;PF 0;50,.[Bldg.Use`I -Dining;. cafeferia/fa'st;,fopd](c) Winiiow.6:Meta1.F[ame'w.[th Ttiermal Qreak:Fixed;,R'ert.Specs;: 38 -.- -- 0:280 0:500, Produc@.ID�NfR,SHGG:0.99,;FF Oi5Q,[Bldg.Use 1 -Dining•,� Cafeteriaifasffood]Cc) llVindow.Z?Me'tal Frame.w.ifh Tfiemi�l 6reak:Fixetd,,F'erf:Specs:: 38� . •-- 0280: 0;500` ProducflD:,N/A;St1�C�:0.3Q;PF.0:50,[Bldg.Use 1 =Dining;. cafieteria7fast�,foall(`c}- Door 2:.Glass�>50°lo glazing):Metal F'rama,Entrance Do.or;Peif; 5A -- -- 4-280' -��" 'Specs::Pr.oduct:I��N/A,.SHGC�0.3B;PF 0.50,[Bldg:.Use 1 -=Dining;� cafe"terialfastfood](c) ' Frorit;YUall .Other Mass 1Nall,Heat.capaafy"1-.0,:[Bidg:Use'=1--Dihing: 95g --- --- a,058 0.0�' 'I cafeteCialfasYfodi]�bj, _ �..._.. . . _. WiritioW:B' Metal`Fr�une:V¢,if,li Thetmal Bieak:Fiz�tl,'Fe""rf:S' ecs;' S: ==- -=== �:280 �0:5C3Cj< . , ...,:.,, .�_-._=" p 'RrodtictlD:NlEV=SHGC:0:39;[Bldg:.Use 1 -Dining;cafe.teriaifast. food](cj, Window<9:Metal:Fi�riiA witli Therrnal Break;Fxed,;Perf:Specs,:; 79' -- --= Q,280: p:S06` pr�uct ID:NIAY;�SNGG'0.33;PF',0:50,[Bldg:Use 1=Diriin�: ;cateteria/fasfYaodj{a)- _ ... . ,... ?7V,indow,lQ,::MetalFrame;.witti'ThermalBr@ak;Fiz,ed;,.Pert.:;Specs.�'.; 48, , -- �. Q. ... . . 02 0= 500` Pral�ct I D N%A/,-SHGCF0.39�PE 0 ba(Bfdg:UsA"t -Dm�ng:` :caf�teriaffast�%fooiil�c): . - .. �lindow�1�`;;IVletal Frafie�'�itti;�`Tlte_rii]�1_Break;��xed:;;Pe[f.�pecs::, Y38 -, -_ 0:280; :0:5�� ;P�oducf ID�N'lA%..S1�GC;0.39;PF'.0:50;[Bfdg;Use 1-=Dining;; ,cafefena)fas�C,food]�c� ;N%indb�i 72aNletal�ratng�w'lt�i!Ttie�riial;B`reak;FiXe;d,Pei1��5'pscs;,:: 18: --- ---• 0.2�80 -0°500� f?rbcJ�et�ID;:N;/p;1#SH�C:0,39;�F=�_5Q;[Bltlg„Us�Y �,piriii� 'ca(eteria)fast�foocl](�p i�earWall:OUieYMass;iNalf Heat"capacity.`1.Q;(Bldg.Use 1=�Dining:: :988� --- == O:o58= O;OB4z :c�afetena/f�s[,f.oqdJ(ti): 1Nirid'o_.w.13:�Mafal Frame`wiith:Tfie.rmal:Bre�k;Fixe:d,;Perf:s'Specs.:; 6 _. 0.2so U:50o= Produet_ID;NlA;SHGC 0;�9;(Bldg..Use 1-D'ining:,ca'feteaa�fas3 foQd](c) `Door_3:Insulated Metal,��wing'ing;[Bldg.-Use;i=Qio'ing:.-cafQ3eriaffast�. 28` -, - a:810� •U:610� food] Flo'or'1:,;SIati-Qn�Gr�tle:Unh'e�teda[Bltlg:,Use�:-�Dining;:�:�afetenatf,�st 305; --- --- _._,__ ..._..,. 0 73(3; O:Z30: food](d�'� - . -, : .. . _. :, . .,: ..� � . . ._.,. -�. , - _ . .__ . . .. , .. ._.. �a}_�u'dget,l�;fact��s��Ce;lised:f4r�soitwat�':b'as'eiine,;ca]c�lafions'C)NLY;,and.arg�not:�ode,requirements. b."Ofher".GamRQ�ents re4ulke;suPP;�[tfng.�d.itcu.r�n�titafion<3orP�Pase.cf:U=fact4rs: ��,), . ;��'Feng'str'ation°producf,:performan"ce must-be��ertified in�Tccsoriiance`vdiih NFRG:and requires'-supporting;doaimentatibn: (d�Slab-0n=Grade�prgpas�ti`artd:builget U�=tactors'shoWii_'iri=t2tii�are:F=:factors:. _- - _.. � •= .� _ ...,.., .. _ . .. ..;..._ . e HigFi3ltied`oroo,ffequirementoptions;'1,)+3:year'age�sofar[eflectance»=0:55�th,ermal�emittan'ce�>=�s75;"2);3=yeaF;aged:sofar`[eflectan;ce f:)._ :., . , - - -_ _ _ , . index:>-�640,_3}:Initial.yearagedsdar-retlectance�=;U.70�thermal:emitfance�='075 4),-Initialyear�aged"solarreflectance:index.�=:82:0: - . ' ` �- . i � . .- .•- E�nvel;ope;�omplianc��Stafement. ;Corrtptiance�tatgment; The-:proposed eri.�e(ope;de5igi�repre3ented.in Ehis docuti%ent_is consistent;with the building.plans�t. specificat�ons,and.other•;caleulattotis,subrnftted w.ith th�s:pe[mit appjlcation.The proposed enuelo.pe systQms have been rlesigned to rrieet the,Z0,34:Flo�ida Buildmg�C ,� " - " servat'ion��equi�ements in CflMch2ck�Version.4:Q 7 O.and to corrtpl,y witFi..en.y�applicable`=_rriandatorY-requirem ' e��tf�e. O `ion-Cheeklist: ,�p-�••'GHE •.!Qj _ Name�-7`itle :-, Sign �.re�,-9 p.ate :O � '. :z 9�g� �. 1Nen:dy M:a�in -Architect • :� — '�r — ��: �� I' �� AR96177 l�! �`G��,. :,�C.> Rroject l"itl.t�i Nehi-Gulver's;.Restau�a T�C'••' ••G�� Report d�te:,;09/11f17 data,filename: �:t20;17 Projeets�2017,�A,�.'_ �_� ,F_L`2017-05�4 N_on;D.raw�ComCheck��TZ=05,4 P:age •2;of :18. Go[nGheck 9'-11-2417--T:�`d' , „ ' COMcheck Software Version 4.0.7.0 .. Interior Lighting Compliance Certificate Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: New Culver's Restaurant Project Type: New Construction Construction Site: ' OwnedAgent: DesignedContractor: 1441 34th Street North IL 011mann Ernest Martin Architects St. Petersburg, FL 33713 509 South State Street Belvidere, IL 61008 Additional Efficiency Package 815-544-7790 wmartin@oaarch.com Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power , p B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Dining:cafeteria/fast food 4913 0.90 4422 Total Allowed Watts= 4422 Proposed Interior Lighting Power q B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Dining:cafeteria/fast food LED 1:G1,G4:Cans:LED PAR 12W: 1 64 12 768 LED 2:G2:Cans:LED PAR 13W: 1 3 14 42 LED 3:Ai,A2,A3:2x2:LED Panel 36W: 1 15 36 540 LED 4:C1,C2,C3:2x4:LED Panel 44W: 1 22 47 1034 LED 5:H1,H3:LED A Lamp 11 W: 1 9 10 90 Total Proposed Watts= 2474 - . . . • l �- . � � •. . - . .- Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in th I ection Checkl' . �ocdf�C. �.o1s�'.t/-��G��.G-i�t/,�'S2 ! `�( - l� Name-Title ignature `�,a��LL �•.Lq��i�� Date �� .•GENS. S�ss�� .� v ��v� F�'•.2 � : � � No 67847 � � �� :yt - = * s ��• STATE OF '.� ` .� � . � .O • � �� ,�•..•c p.,:_�• ProjectTitle: New Culver's Restaurant ��i�s'S''••-• •'�� o�� Report date: 09/11/17 Data filename: Z:\2017 Projects\2017-054 Culver's of Zephyrhills, FU2017-a�qr��i��@�lt�heck\17-054 Page 3 of 18 ComCheck 9-11-2017 .cck �°r e��l COMcheck Software Version 4.0.7.0 � Mechanical Compliance Certificate Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: New Culver's Restaurant Location: Zephyrhills,Florida Climate Zone: 2a � Project Type: New Construction . Construction Site: Owner/Agent: DesignedContractor: 1441 34th Street North IL 011mann Ernest Martin Architects St. Petersburg, FL 33713 509 South State Street Belvidere,IL 61008 Additional Efficiency Package 815-544-7790 wmartin@oaarch.com Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Gluantity System Type&Description 1 HVAC System 1 (Single Zone): Heating:1 each-Central Furnace,Electric,Capacity=102390 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Singie Package DX Unit,Capacity=240000 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency: 9.70 EER +9.8 IEER Fan System: None 1 HVAC System 2(Single Zone): Heating:1 each-Central Furnace,Electric,Capacity=102390 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Single Package DX Unit,Capacity=240000 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency: 9.70 EER +9.8 IEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the nspection Checkl' . ��v�cc,1�.��ati-��'-��'�..�� -��J� Name-Title e`,,o��` J • !qoo��, Signature Date .`�`��'�\C.E.NS RS��''s : �' '��' F�� i e No 67847 p �t: ;�k = = �r = �.� STATE OF '•�/� .O�•. �<v. :o�':c< p R �O?=�� S ��OBisO�N A;,EN�e�� Project Title: New Culver's Restaurant Report date: 09/11/17 Data filename: Z:\2017 Projects\2017-054 Culver's of Zephyrhills, FL\2017-054 Non-Draw\ComCheck\17-054 Page 4 of 18 ComCheck 9-11-2017 .cck , 011mann Ernest N[artin P►rchitecfis JOB TiTLE.Zephyr Hii(s Culvers 509 South State St '^ �� v � � Belvidere, IL 61008. .�OB NO. 20'f 7-054 SHEET NO. T , 815-544-7790 Phone CALCULATEO BY DATE 8/29/17 � 815-544-7792 Fax CHEGKE�BY �Ar� CS15 Ver 2016.d6.02 www.struware.com � ; STI�UCTURAL CALCULATIONS � � FOR ; � � , Zephyr Hilts Culv�rs ` Zephyr Nills Florida i � i f { � � �C �F_F�Q I ,C ,,. , P � ••�` � �- • - GNEC� • d� G,.•�`1 <<c�.-9 . � .� �. . .. I . 'a ' � p; . �- � ~` z;�. tC� r AR9.6177 ; C� �,�s�,.�(��t�:�,�� •. .:...•�• �.. FR ED A�G C71Emann Ernest iUta�in Architects �oe riTt.E Zephyr Hills Cufvers � 509 South S.tate St BelVldefe, IL 61008 JOB No. 2017-054 SHEET NO. � 815-544=7790 Phane CALCULA7ED BY�� ^ �M DATE� 8/Z9/17 815-544-7792 Fax CHECKED BY OATE www.struware.com Code SearcF� Code: 20I7 P(orida[3ldg Code occupancy: Occupancy Group= A Assembly Risk Category& Impartance Factars: - Risk Category= I I Wind facto�= 1.00 Snowfactor= 1.00 Seismic factor= 1,Q0 Type of Construction: Ffre Rating: Roof= 0.0 hr Flobr= �.0 hr Building Geometry: Roof angle (9) 0.25/12 12 deg Building length(L) 100 0 ft Least width (B) 50.0 ft Mean Roof Ht (h) 15.0 ft Parapet ht above grd 24.0 ft Minimum parapet ht 6.0 ft i Live Loads: Roof 0 to 200 sf: 20 psf � 200 to 600 sf: 24-0.02Area,but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 50 psf Partitions 15 psf Lobbies&first floor corridors 100 psf Corridors above first floor 80 psf Balconies(exterior)-s�me as occup� 50 psf � � Olimann Ernest Martin Archifects �oa'riT�e Zephyr Hills Cuivers � � 509 South Siate St � Belvidere, (L 61008 J08 NO. z��7-0$4µ� `SHEES NO. T� � 815-544-7T90 Phone CALCULA7EQ BY � DATE 8/29/17 i 815-544-7792 Fa�c CHECKED 8Y� DATE u Vllind Loads : ASCE 7- 1� Ultimate Wind Speed 140 mph Nominal Wind Speed i�8.4 mph Risk Category II Exposu�e Category 8 Enclosure Classif. Enclosed Building Internal pressu�e +l-0.18 Directionality•(Kd} Q.85 � Kh case 1 0.701 Kh case 2 0.575 I Type of roof Monosfape �{z� Z S�eed•uP Topographic Factor (Kzt} �� :.;,y;(da�rrn�nndJ Topography Flat ��Z� . .�J,��:�. Hill Height (H) 80.0 ff ~'� H� H Half Hill Length(Lh) 100,0 ft y�;", � H�, Actual H/Lh = 0.80 " -� Use H/Lh = 0,50 •�R��•�,\..\�?y;�";��`��'. Modified Lh = 160.0 ft ESCARPMENT From top of crest:x= 50.0 ft I e[dg up/down winii7 downwind V(Z) z H/Lh= Q.S� K� = 0.000 Spesd-up x1Lh= 0.31 KZ= 0.792 VtZ� x(upwin� x(dbwnwind) z/Lh= 0.09 K�= 1.000 i � ;�"'�c H/2 At Mean Roof Mt: J .,>`Lh ��, f-{/2� H a� Kzt=�T+K�KzKs)"2= 1 00 r-:�.�.v:..:,:,.�;.:..-$` `u.,�. 2D RIDGE ar 3D AXISYMMETRICAL HILL � GUSt ES'F@Ct FaCfOP Flexible structure if natural hequency<1 Hz(T>1 second) h= 15,0 ft However,if building h/B<4 then proba6ly rigid structure(rule of thumb). � B= 50.0 ft h/B= 0.30 Rigid structure I /z(0.6h)= 30.0 ft � G = 0.85 Using rigid structure defauit � Riqid Structure Flexible or Dvnamicalfv Sensitive Structure e= 0.33 Natural Frequency (r�,) = 0.0 Hz t = 320 ft Damping ratio(�)= 0 zm�n= 30 ft /b= 0:45 c_= 0.30 /a= 0.25 90� 9v- 3.4 Vz= 90.2 �z= 310.0 ft N� = 0.00 Q= 0.90 K�= O,OOO �z= 0.30 Rn= 28.282 rj= 0.000 h= 15.0 ft G= 0.87 use G=4.65 Re= 28.282 n= 0.000 ��= 28282 �= O.Q00 9R = 0.000 R = 0.000 G = 0,000 � s � � � f ; -- � -- - -- - -- �.._.. -- -- - - ! { 011mann Ernest Martin Archit�cts �oefiT�e Zephyr Nills Culve�s � I - - ______.____.._.____�,.� , 509 South Sfafe St Belvidere, 1L 61008 J08 NO. 2017-Q54 � SNEET NO. �� 815-544-7790 Phone CALCUI.ATED BY � � DATE 8129l17 815-54�F-7792 Fax CHECKED 8Y DATE�J Enclosure Cfassification Test for Enclosed euildinq: A building that does not qualify as,open or partially snclosed. Test for Open Buitdinq: All walls are at least 80°/a open_ Ao� O.SAg Test for Partlallv Enclosed Buildinq: Input � Test Ao 100000.0 sf Ao z 1.1Roi YES Ag q,0 sf Ao>4'or 0.01Ag YES tlol 0.0 sF Aoi!Agi s 0:20 NO Building is NOT Agi 0.0 sf Partially Enclosed ERROFt: Ag must be greater than Ao Gonditions to qualify as Partially Enclased Building. Must satisfy all of the foliowing: P�a>_1.1Aoi Ao> smaller qf 4'or�.01 Ag Aoi/Agi 5 0.20 Where: Ao=the tata)area of apenings in a wall that receives positive external pressure. Ag=the gross area oP that wall in which Ao is ideniified. Aoi=the sum of the areas of openings in the building envelope (walis and roo� not including Ao. Agi=the sum of the gross surface areas of tfte building envelope(walis and roof� not including Ag_ Reduction Fac4or for larqe volume par#ialiv enclosed bulfdinqs (Ri) : If the partially enclosed building contains a single room that is unpartitioned,the internal pressure coefficient may be multiplied by the reduction factor Ri, Totai area of all wail&roof openings (Aog): 0 sf lJnpartitioned infe�nal volume (V) : 0 cf Ri= 1_00 Aititude adiustment to constant 0.00256 fcau�ion -see code) : Altitude.= 0 feet Average Air Density= 0.0765 Ibm/ft3 ! Constant= 0.00256 � ! � � � (( 1 i � ._ - ----- ---- - - - ---- - - - - ' - - - - ' �` 011mann Ernest Martin Architects �oeTtTtE ZephyrHills Culve�s__,� � y � � ' 509 South S12te St T eeividere,IL 61008 �oa No.2017-054� �_ sH�Er No. _ } 815-5d4-779p Phone CALCULATED BY� ' DATE S/29/17 815-544-7792 Fax cHEcrieo eY____ __�_ on� �� { �/ind Loads -M4IVFRS. all h (Enclased/partiaflv enc(os�ct oniv) _ � Kh(�ase 2J= 0.57 h= 15.0 ft GCpi= +/-o.18 � � Base pressure(q;,}= 24.5 psf ridge ht= 15.5 k G= 0.85 Roo(Angle(9}� 1.2 deg L= 100.0 ft qi=qh I Roof tributary area-(tV2)"L: 750 sf 0= 50.0 ft (hl2)'8: 375 sf Ultimate Wi�d Surface Pressure"s(psfl Wind Normal to Ridgo Wind Parallui to Ridge B/L= 0:50 h(L= 0,3d L/B=2.00 h/L= 0.15 Surface Cp ynGCn 4v/+9�GC�, w/-QnGCP� Dist,' Cp 9nGCo av(+q�GCvi 'N/-qnGC�, � Windwa�d Wall(WW} 0.80 16:7 see tabie belaw 0.80 16,7 see table trelow Leeward Wall(LW) -Q.50 -10.4 -14.8 -6.0 -0.30 -6.3 -10.7 -1.8 I Side Wali(SW) -0.70 -19.:6 -19.0 -1�.2 -0.70 -14.6 -19.0 -50.2 I Leeward Roof(LR) •` Included in windward rdof � Neg Windward Roof: 0 to h/2` -4.90 -18:8 -23.2 -14.3 D to hi2' -0.90 -t8,8 -Z3.2 -1rS,3 h/2 to h` -�.90 -18.8 -23.2 -14.3 h/2 to h' -0,90 -i8.8 -23.2 -14_3 h to.2h' -0.5� -10,42 -14.83 -6,01 h to 2h' -0.50 -10:4 -14.8 -6.0 >2h` -0.30 -6.25 -10.66 -1.34 >2ti' -0.30 -6.3 -l0 7 -1.8 Pos/min windwa�d rooP.press. -0.18 -3.8 -8.2 0.7 Min press. -O.tB -3.8 -82 0.7 `"Roof angle<10 degrees..Therafo�e,leeward roof •Horizontal dislance trom windward edge is induded in windward roof pressure zanes. � For monoslope roofs,entire roof surface is eilherYrindward orleeward surface. Windward Wall Prsssures at"z"fpsfl GomBined WW�+LW Windward Wall Narmal P.araliei LR Z Kz fCzt QLGCP wl+q,GC�i w/-q�GCa, to Rtdge to Ridge �� h= 0 tb 15' 0.57 1.00 16:7 12.3 21.1 27.1 22.9 g�, ridge= 15,5ft 0.58 f.00 16.8 12.4 21.2 27.2 23.1 LW � � �,/ �w �w t `� wuin �a�Ecr:on � 'v �unm troar.rai r�amr.F � Wft � IYA. � � �� L` � �� W hr W �. i a ti � # uam � �i.AlRECI70t1 � 'y]t.{L45FS.�1^J..,f7.SS_3?�& � r{oTE: � �w � 5ee'figu�e fn ASCE7 for tha pppiication of full and parifal loading �'�. ��,� � of the above wind prassures.There are d.different loading cases. ' Para ot � z Kz Kzt- 9P tpsn � 2�.0 ft 0_6G 1.00 28,0 � " � ( !� Windward parapet: 42.1 psf (GCpn=+1,5) i� Leeward parapet: -28.0 psf (GCpn=-1 A) , ��.. } wam i �rs i�r� � Windwar'd roof overfiangs(add to windward roof pressure): t�.7 psf_(upwa�d) �'��s--`�"L'F^� k: b i 1 �' � 011t�tann Ernest Martin Archi�ects JOB TITLE Z$p�l}If HIIIS CUIV@f$� _ -r I 509 South State St Belvidere, IL 61008 JOB NO. 2017-054 �m �SHEE'f NO. � 515-544-7790 Phone cn�cuuifEo Bv _!_� � l� � �T �aTe rv,8I29/17p � $15-544-7792 FeX. CHECKED BY T DATE Wind Loads - MWFRS h56Q' �Low-rise Buildinqs) Enciosed!s�arflally enclosed only ffz=Kh(case 1) = 0.70 Edge Strip (a)= 5.0 ft Base pressure{gh}= 29.9 psf End Zone (2a}= 10.0 ft GCpi= +/-0:18 Zone 2 length = 25.0 ft Wind Pressure Coefficienfs CASE A CASE B 1 6=�.2deg Surface GGpf wl-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi. 1 0.40 0.5$ 022 -0.45 -0.27 -0.63 2 -0.69 -0:51 -0.87 -0.69 -0.51 -0.87 3 -�.37 -0.'t9 -O,SS -0,37 -0.19 -0.55 4 -029 -0.11 -0.47 -0.45 -0.27 -0.63 5 0 40 0.58 0.22 6 -0.29 -0.11 -0.47 1 E 0.61 0.79 0,43 -0,4$ -0.30 -0.66 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0:35 -0.71 4E -0,43 -0.25 -0.61 =0.48 -0.30 -0,66 , 5E Q,6i D.79 0.43 6E -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures {ps� 1 17.3 6.6 -8.1 -18.8 2 -15.2 -26.0 -15.2 -26.0 3 -5.7 -16.4 -5.7 -16.4 4 -3.3 -14.0 -8.1 -18.8 5 17.3 6.6 6 -3.3 -14.0 1 E 23.6 12:8 -9.0 -19 7 2E -26.6 -37.3 -26_6 -37.3 I 3E -10.5 -21.2 =10.5 -21.2 'i 4E -7.5 -18.2 -9.0 -19.7 'i 5E 23.6 12.8 6E -7.5 -18.2 Parapet �O, /o V1lindward parapet= 44.8 psf (GCpn=+1.5) 2�,q Windward raof Leewa�d parapet= -29:9 psf (GCpn=-1:0) �7,� overhangs= 20,9 psf (upward) add to windward roof pres'sure Horizontal MWFRS Simale Diaphraqm Pressures {psf� �vci,,Du,�.a� Transverse directian (normat to L) ��e�o w,t�war�,or�ocr• ��A��c Interior Zone. Wall 20.6 psf ,�2.�' i-rt�'r��t Roof -9.6 psf "' VfiRTtChL Erid Zone. Wall 31.1 psf �� ' � � Raof -i6.1 p'sf "" � � �. � �. Longitudinal direction(parallel to L) � - �� - Interior Zone: Wall 20.6 psf T�rsv�Rs��svnriarr } Ertd Zone: Wall 31.1 psf � °"N°whF-°r� � LZF�TAAD F107F `'NOTE:Total horiz force shali not be less than 1F9at delermined L�I t � ► t s ! ! t � VERTIC1tL � by.neg(ecting roof forces(except far MWFRS moment frames). g � � C The code requires the MWFRS be d�signed for a min ultimate � , force.of 16 psf multiplied by the wall area pltis.an 8 psf foroe �? } applied to ihe vertical projection of the roof. �� • G L027GTI'iJDllSAL ELEVATfC7N � } ro } � � r, i' i 7 ' ' 011rnann Eenest flflartin Architects �oe ttite Zephyr Hills Culvers ^ _ 509 South State St ' ' Beividere, IL 61008 �os No.2Q17-054 SNEET NO._ 815-544-7790 Phone CALCULATED BY oaTe 8/29/17 , 815-544-7792 Fax CHECKEo BY oATE " � Locatic�n of 11�VIfFRS VVind f'ressure Zones � ; rZoi�,`E 2:tcssor af � 3 � \� �.� �l 0.5 B ar 3.�h �„`` � If ? is nc ative •'�' / � 8 � � \ 3E. '�'�. � `.�� 3E` - �..� _� .� 1� �� .�- �E =- q,� p J V � ••• y 1 $ �. • '� L �� 1 E �� M1 lE CASE A ��yn r�L�c�o�r �` �� CAS�F � FtA\GE «L\°D DIREGTIO\;�.1 R.A�CF NOTE:Torsional loads are 25°/a af zones 1 -6.See code for loading diagram. I� /�SCE 7 -99 and ASCE 7-10 (& later) /� ,� /�' ZO_�2:tessor of O�B.oi2Sh � ' 3E ��' � If 2 is negatii•e :�, � 4E `'��2 � � � �� E �E� B 2E '�'= \ 5 } `` e� � 5� 1 � 2� NLl�D�REC?ION � tVL•\�r�7t�iP�C1:CJ� � IE �v ..p TzansZ�erse Dir�ction Las��ifudinal Direction NOTE:Torsional loads are 25%of zones 1 -4.See code for loaciing diagram. ��--�-�R�-�►4�GE--�-� � Oltmann Ernest Martin Architects �oa TR�e Zepfiyr HiI1s.Culve�s � 509 Sauth State St �^ ' 681VId8f@,IL 810Q8 JOO NO: 2Q1Z-054 SHE@T NO. 815-544-7790 Phone CALCULATED BY�� Dll7E P 8/29/17 815=544=7792 Fax cHEctceo sv � oa7E�� Ultimate Wind P�essures il!lind Laads - Components & Gladding-: h-<= 60' � f�(case 1)= Q.70 h= i5.0 ft � Base prassure�qh}= 29:9 psf a= 5,Qft Minimum parapet tit= 6.0 ft GCpi= +/-O:i8 Roof Angle-(9)= 1.2 deg Type oE roof= Monoslope Roof GCp+/-GCpi Surface Pressu�e(ps,f� Usor input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf �� 20 sf 500 sf � Negative Zone 1 -1.18 -1.11 -1.08 2�,2-35.3 �{, -33.2 t�, -32.3�p,6=34.4 -32:3 " Negative�one 2 -1.98 -7.49 =1.28 59 2 -44.5 38:2 52 9 -38.2 NegativeZone3 -1.98 -1.49 -'i.28 35.5592�•�-44.5 z2'�-38.2 �f.� _$2.9 -38.2 PositiveZone1 0.48 0.4.1 0.38 q,�, 18.0 �.� 1fi.0 16.D 16,0 16.0 PosiGve2ones 2$�3 1.08 0.97 0.92 �q,�f.32.3 ('(,�29:0 ((�,� Z�,s �B.s 30.$ 24,2 Overhang Zons 1&2 -1.70 -1.63 -1:6� 50 8 -48 7 -47.8 -49.5 32.9 OverhangZane3 -1.70 -1.63 -1.60 ��5-50,8�4'Z-q8,7 �'�=47:8 4'9�9:9 -32.9 Negative zon's 3=zone 2,since parapet>=3ft Ove��ang pressures In the table above assume an internal pressure cdefficient(Gcpl)of 0.0 Oye�hang soffit.p�essure equals adj wall pCessure(whlch includes intemal pressure of 5_4 psf}, Pa. rapeE qp= 29.9 psf Su�face Pressure s� � usor mPus Solid Parapet Pressure 1�si t00 sf 500 sf 40 sf CASE A=pressura towards huilding(posj GASE�A:Interior zane� 80.7 55.0 51.? 65.2 CASE B=p�essute awayfrom bldg(rieg) C6merzana: �8�80.7 3� 55.0 51:7 65.2 CASE B:.Interior zone: 33. -56.5 ZQ�,2-47.0 -40:3 -5Q.8 Comer zone: �i8.1 -sa.5 3�;2--50.3 -40.3 -56.0 Walls GCp+/-GCpi Surface Pressure(psf� User:input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 20 sf 50 sf Negative Zone 4 -1.17 =1.01 -0.90 21 -35.0 �$,i -30.2 -26.9 2p,�-33.5 ( o -31.6 Nega6ve Zone 5 -1.44 -1.12 -0.90 Zy�-d3.0 20,� -33.5 ��''{ -26_9 � �-d02 ��,� -36.4 � Positive Zone 4 8 5 1.08 0.92 0:81 Q, 32.3 C(�,S 27,5 (�,,�24.2 $_530.8.{'7�29.0 � Hote:GCp reduced hy 10°�due to roof-arig{e<=1U deg. � ' � 4 i , �@ 1' I P � 9 � t R � R 1 t4 ` f� P� 4� E � � � �`' t i}� f� F �, �� Ca Y{, i ` 011mann Ernest Martin Arohitects .108 TITIH Zephyf tiills CUlvefs � � ' 509 South State St � � t BQIV"Id8f8,IL61Q08 JOBNO.2�1'7-05Q SHEETNO, � 815-544-7790Phone CALCULATEDBY � �� DATE� 8/29/'�7 815-544-7792 Fax CHECKfl�BY � � DATE ' � ' _._._ ._ � Ultimate Wind Pressures Location of C&C Wind Pressure Zones � � �� 1 v ��G � 1 1 ?8. ?il I ' �' � , ,<>i� � 3�' _2 _ _Z_I 3 � � O I � t i • � ..c� � � � -r 3� �------�—r I � j i --� I 8 1 j j �:'1 � ?� Q � i? �� /,`� I � � I � Ly� � j � 5 1 t 1 �`� 2 1 � I a t".i 4 � j l —l i � I � S 5 I l I i � � � WALL ry . . 1 �— — _ —E � 3' i 2, �� , 3 z' 2 � Roofs w/ 8 5 10° Walis h S 60' Gable,Sawtooth afid and all walls &ait desfgn ti<90' Muftispan Gable 8 5 7 deg�ees& Monoslope roofs 'h>60' Monoslope 5 3 degrees 3°<0 s 1�° � h 5�60'&alE ciesign h<9U' h 5 60'�alt design h<9U' . . � � � �7 iY �-i+l� 1 1 8 7 3 .1 1 I I � T 2 8 1 � 3 8 2 T a i-- --i � -i, i- i �.�-�i-� ;� 8 C D _� i i i i i � � � i � i�.x " ,'i � I I I I I � i I � Qi i i ta i � ,� Q� = �i a a i� d '2�: i i i i � --- � � � � � �� `Ji �a\ I � g z ._ 3 r. � � � ti� �� --� � � O F---, --� f- � �— � �� -' I 1 � 2 2 3 I I � ! Monoslope roofs Multispan Gable& Hip 7° < 6 s 27° �� j ' `" 10°<6 5 30° Gable l° <g 5 45° I I � h S 60"&alt design h<98' � j � 3� --- ---� 2 � � Sawtooth 10°<9 s 45' a 1 3 r Z � 2 ,� �3 n s sa'8 alt desig�h�90� ` r�i -- -- r- i ,,��'o - � ��a a,,z � �r--- �Z y Z, . —ri -- — � — ri J x,�� ^ �3^ , , I •� 1f2 � � .va. � /� �9 � 3 J`F 2_2 ! U � � ( � €: i. ttFl ZV? t�l. tV3 t�T 3 {: �V �,r ` : �, Stepped roofs 8�3° � h 5 60'8 att destgn h<9U' � [ P — --�--- - --- -- --- -- -- — . _�.< - _ -- - � --�. . { Offmann ErnestMartin arctiitects �oeTit� ZephyrHiilsCulvers l , �� 509 Soufh State St � '^"� � � ��! Belvldera,IL 61008 J08 NO. ZO17-054 �� SHEET NO. � E 815-544-7790 Phone cA4cuu17Eo sY �� DATE 8/29l17 . 815-544-7792 Fax Ct1ECKGD BY � ~ DATE . Snow Loads : ASCG 7-10 Nominal Snow Forces Roof slope - 1,2 deg Horiz_eave to ridge dist(W}= SO.Q it Raof lengxh parallel to ridge(L)= 100.0 ft Type oF Roof Monoslopa Ground 5now Load Pg = O.Q psi Risk Category = il Importance Facfor I = 1 d Thefmai Factor Ct = 1.00 � Exposure Factor Ce = 1.0 � ' • Pf=OJ'Ce'Ct'I'Pg = 0.0 psf Unobstructed Slippery Surface no � Sloped-roof Factor Cs = 9.g0 Balanced Snow Load Ps = 0.0 psf Rain on Snow Surcharge Angle 1.00 deg Gode Maximum Rain Surcharge 5.0 psf Rain.on Snow 5urcharge = O.O psf Ps plus ra(n suroharge = 0.0 psf Minimum Snow Load Pm = 0.0 psf. NOTE:Afternate spans of continuous beams � Uniform Roof Design Snow Load = 0:0 psf and other areas sfiall be loaded with Baif tha design root snow load so as to produce the greatest possibte e(fect-see code. Windward Snow Drifts 1 -Aqai�st walls,paraoets,etc more ihan 15'lonq Upwind fetch lu = 99.0 ft , ProJection height h = 9.0 ft Snow density g = 14.�pcf ' Balanced snow height hb = 0.00 ft hd = 1.53[i hC = 9.00(t Svrchafgo Latd % RDIVf01 #DIV(0! #DIV10! /Duc to Dsil6r,g Drift height(hd) _ #FDIV/01 ;�.. f Or'rfi width W = #D�V�O! �1C hd d .r� i�' Surcharge load: pd=y'hd= #DIV/0l h p :�};;"`f;''-`��•.r�:;,7,.,,,. Balanced Snow laad: - 0.0 psf ��^ s'� u. ��z ="� ' a a�loncod Snmr Cuad � h I ( I #DIV/�[ W � . Windward Snow Drifts 2-Aqainsl walis.parepets,etc>i5' Upwind fetch lu = 50.0 ft LU Projection hoight- h = 9A ft r� - Snow density g = 14.0 pci Balanced snow height hb = 0.00 ft hd = 0.99 fl hc = 9.00 K SD(V101 #DIV/O! #DfV/01 � Drift height(hd) _ #DIV10! Drift width w = #DIV/O! � Surcharge load: pd=y'hd= #DIVI01 Balanced Snotiv load: = 0.0 psf #DIV/0! I , Oilmann Ernest Martin Architects. �oa.nn.E Zephy�Hills Cu►vers ! � 509 Soutti Stafe St �� _.________ ( Belvidere,IL fi1008 JOB NO.2017-054 `^ � �SHEET N�: _ _ , $�5-544-779Q PI1Ut1@. CALCUL•ATED 8Y �� OATE 8t29l17 � 815-544-7792Fax CHECKEDBY,� � �ATE �_ � i a SeisrTtic.Loads: IBC 2015 Strength Level Forces � i Risk Category: II ; tmportancre Factor(I}: 1,Q4 ' $ite Cfass: D � � Ss(0.2 SeC�= 6.80%g � S1 {1.0 sec}= 3:40°lag � i Fa�= 1.800 Sms= 0.109 Sos= 0.073 Design Gategory= a � Fv= 2.4�0 Sm1 = 0_082 Sot= 0.054 Design Category= A � Seismic Design Category= A ASCE7 Section 1 t.4.1 Exception Appfies. Num6er of 8tories: 1 Structure 7ype: AU other building systeins Horizontal Struct irregularities: 2)Reentrant Comers. Vert;cal Structu�al(rregularities' No verticai I?regularity FlexibCe Diaphragms: Yes Buildirig System: Building Frame Systems Seismic resisting system; Ordinary plain masonry•shear walls System Structural Helght Limit' Height not limited Actua(Structura►Hefghr-(�hn)= 15.5 fi DESIGPI COEFFICIENT'S.AND FACTORS Response Modification Coefficient.(R)= 1.5 Over-Strength Factor(flo)= 2 Deflectian.Amplfficatibn Factor(Cd)= 125 Sos= OA73 SQ�= 0.054; p=�edundancy coefficient Seismic Load Effect(E}= p G2E+!-�:2S�D = p c�E +I- 0:015D UE=honzontal seismic force Special Seismic Load Effect(Em)= flo QE+/-0.2Sos D =2.0 QE +% 0.015D D=dead load PERMtTTED.ANALYTICAL PROCEDURES , Indez Force Analysis(Seismic Category A o�ly)• Minimum lateral force Fx=,0.01 Wx.at each fioor Ieve) Simplified Analysls -Use EGuivalent Cateral Force.Analysis Equivalent Lateral-Fo�ce Analysis - Permitted Build(ng period coeL (C7)= 0.020 Cu= 1.70 Appcox fundariiental periad(Ta)= Crhn�= 0.156 sec x=0.75 Tmax=CuTa= 0.266 User catculated fundamental period(T)= 0 sec Use T= 0.156 lo,ng Perivd Transition Period(TL)= nscEr map= 8 Seisrriic response cosf.(Cs)= S�ItR= 0.048 need not ezceed Cs= sd�{1RT� 0.232 but not less than Cs= 0.010 USE Cs= 0.048 Design Base Shear V=0.048W Mod"ol 84Saismic.Response Analysis - Pertnitted(see code for procedurej ALLOWABL:E STORY QRIFT � Sfructure Type; All other structures �' ' Allowable story drift= D,020hsx where hsx is the story height below level x ;' � 1 �' 011mann Ernesf Mactln Architects �oanr�E Zephyr Hills Culvers ' 509 South State St ---- ------- ___._.._�, . Belvidere,IL 6100$ JOB NO. 2Q17-054 SHEET NO. 815-544-7790 Phorte QAlGUU1TE0 8Y�� —� _— _ OATE '8/ZgI'I7 815-544-7792 Fax CHECKED BY � pATE w�rrr,v.struware,com CODE SURIIMARY Code: F017 Florida 81dg Cods Lfve Loads: Roof 0 to 200 sf: 20 psf 204 to 600 sf: 24-0.02Area,bul no!Isss than 12 psi over 600 sf: i2 psf • Typical Floor . �p psf . Panitions 15 psf Lobbles a first floor corridors 100 psf Corridors a6ove frst floor 80 psf Balconies(exterior}-same as occups 50 psf Dead Loads: Fioor 100.0 psf Roof 20;0 psf Wind Desiqn Data: Ultimate Design Wind Speed 1A0 mph Nominal Design Wind Speed 108.44 mph Risk Categcry II Mean f2ooF Ht (h) 15.0 ft Exposure Category 6 Enclosure Classif. Enclosed Building Internal pressure Coef. +/-O,�g Oirectionality (Kd) 0.85 Roof Snow Loads: Design Uniform Roof Snovr foad = 6.0 psf Flat Roof Snow load Pf � 0.0 psf Balanced Snow Load Ps = 0.0 psf Ground Snow Load Pg = 0.0 psf � Importance Factor I = 1,pp g Snow Exposure Factor. Ce = 1.00 � Thermal Factor Ct = 1.Oa � Sloped-roof Factor Cs = 1.00 Orift Surcha�ge load Pd = Width of Snow Drift w = � � � Earthauako Desian Data: � Risk Category - �R � Impo�tance Factor I = 1.00 ; Mapped spectra[response acceleratic Ss = 6.80 %g � S1 = 3.Q0 %g ; Site Class _ p �, Spectral Response Caef, Sds = 0.073 I, Sd1 = O.Q54 l� h�o f�t�t. ` 4 Seismic Des(gn Category = q� 1's�s (2��c�.�F' Basic Structural Syste`m = Building Frame Systems � Seismic Resisting System = Ordinary plafn masonry shear walls � Design Base Shear V = 0.048W � Seismic Response Coef. Cs = 0.048 ; Responsa Modification Factor R = 1.5 ; Analysis Procedure = Equivalent Lateral-Force Anatysis i P � � i 4. �t I, - -• - -- - � - - - --- - - -_. & � Olimann Ernest Ma�#in Architects �asnT�e ZephyrHitis Cu(ve�s, - 509 South State St -i � �- , 6e(viilere,IL 81008 JOB MO. 2017-OJ�4 � SNEET N4. �T�� 815-544-7790 Phone CALCULATED eY'�� DA7E 8/29/'I7 __.......__..._.. _.. _..._..._.___.__.. 815-5d4-7792�ax CHEGKED BY QATE www.struware.com COQE 5UM�IARY-contine�ed Component and claddinq uitimate wind pressures Roof �sutiace Pressure(ps�� Area� 10 sf 50 sf 10Q sf � Negative Zone 1 -35.3 -33.2 -32.3 Negative Zone 2 -59.2 -A4.5 -38.2 Negative Zane 3 -59.2 -44.5 -38.2 . Positive Zone t 16.0 16.0 16.0 Posifive�ones 2&3 32.3 29.0 27.5 � Overhang Zone 1&2 -5Q.8 -48.7 ,47.8 , Overhang 2one 3 -5Q.& -48.7 -47.8 C�verhnnq s4ftit pressarecqusls adj�vali ptwsur�(which includes intcma4pccssurc of 5.-4 pst} ' Parapet Salid_Parapet F�essure(p�t} � Area 16 sf , 100 sf S00 sf_. CASE A: Interior zone 80:7 55.0 51.7 , Corner zone 8d.7 55.0, 51.7 � GASE B: Interior zane -b6.5 -�7.0 -49.3 : � Corner zone -64.5 -50:3 -40.3 ! � 3 � ( Watl Scirface.Pressure(psf�, i Area 10 sf t00 sf 50d�f j Negative Zone 4 -35.0 -30.2 -26.9 � , Negative Zone 5 -43,0 -33,6 -26.9 ; Positive Zone 4 8�5 32.3 27.5 24.2 i , E � i fr ! � � # 1 3 � � ; , � � � � �� g , ; � t , r iDesign iLtaps.Summary Report https://earttiquakc.usgs.gov/cnl/designn�apslus/summary:pltp?t�mpiatc=... � e�� Desig�ra Map�� ummary� Repor� User—Specified Inpu6 Report Title Zephyr Hills FL Tue August 29,�017 LZ:24:11 UTC Building Gode Reference Document 2d12/20i5 Internationat Building Code (which utitiz�USGS hazard data available In 2008) Site Coordinates 28.251°N, 82.188°W Site Soil Classi�cation Site Class D —"Stiff Soil" Risk Category I/II/III -; ,;,-� . _ � �^-�qf;__._.,., ,. ..�,�..;.,_�_.._ ��,�. ,�,.. �y ' �'#�,�._.'�fn 3 .'a4*,�,"i��..; "�(�IC � �a'��t� y,. � fj, :g � t' w ..Y" 9� .f?$,,.k:,��'�^�`iC^�r,-,' _ �� .�'� z,,: i',;� ->«;a.;i�i . .�da.kt�' ".��'�, ?tip.: �,;�,!'o� 'iit, .�•:�?- � s � ':.�,��.,,� �.� : r� _ a., -a`-r��:=.t: s. � ��y�` � a, tf P�`> r � 4 �r_ �..i yu�� «:}a . � � v•l� r� -,sy; ��. � �� ' l,. C'� . , , �,,,�;. , ' �� '��``�.�', ,:4{�`T��. , J�a�..,�:"�, I. k a. �i �Sd•�^2 p, ;� 'y�!g "az t' �a `C �.t�.c Y ' ��1� � ! I � x 5. �� I .�• i I i Zt;ihytt�lls`�:,� 4e � �' �:�i�` �`'�'_. t � .ni sN 's ��`� •�`.. Ur fi � e t � M - i};}� l / til. �w,� k`+ L. ,� c a�� J r.�,Crysca � :sp.�9 ' , 1M i. �' �3 �--� � �� "'t�� E g.�`� ' ,.�'' USGS—Provided Ou�put SS = 0.06$ g SMs = 0,108 g Sps � Q.072 g SL � 0.034 g S11 = O.Q83 g Soi = 0.055 g For information on how the SS and Si values above have been calculated from pro6abffistic(Nsk-targeted) and deterministic ground mot(ons in the direction of maximum horizontal response, please return to.the applicatton and � select the"2009 NEHRP"building code reference document. � i �!CF�Responsa Speclrum ' De3ign Re�paa�se 5pc�lrum � i au � � ao; I a�a n� � o+ � � am �°n am r°n ana anc � am aoa , nni °°' aa� am a.ro au acc om tm �as t.� �.co �.m am am �� e.m arn ae� �m t:n �,co ien tr,� zm Pertat T(s�} PrrioQ T(set) Although thfs InPormatio�ts a product of the U.S.6eologlca!Survey,we provide no warranty,expressed or implied,as to the accurecy oP the data mntained theretn.Thfs Cool Is nat a substitute for Cechnical subject-matter kno�Nedge. 1 of 1 &!29/2Q l7, '7:32 AM -• -- - �------ -T _ ,� . .. �__._.._.. . .. _ . - - :-.. --•---� -- y--- -: �--�, Sc:arch Rc�ults fori�fap {ittp:!/windspc:ed,ateouncil.ortfindex.php?oEition=eom_content&��iew=ar[... �r '^+°^ ..�.,j--�" t °'� '"'�' . "yyr. .��- t s I � ! _�, �° _� i � f � � ASCE 7 Windspeed ASCE 7 Ground Snow Laad Related Resources Sponsors About ATC Contact 'IOtVA .�.�.�.4yv,- r�.-._ -.� :R:w --,.—s-�_..............-+.. ��ar�h Resul�s .. N��,�.�k� 4- � "r�: _�,� 1 iti.i�ia�s a��e nr'iu, ., a ��; UnitedStates ' �t��,+t:p oFt,ascctptio { - - { uVt�t':i '�': � . � �'�p� �Atl;iA� (.{15'i0�f7i � \�uGt4Sd• �a . .. F:[h S«�:+:1' 1�iR(�!!!�0.�4 s� ' Query Date:Tue Aug 29 2017 ` - - � >�� ' .."_ � `..'.p�G�' '� ' •OY.LAIf067n eC4NE9yFt �tryHUr. r;�.a`' . �,s,x,^'�%:-"';tx. Latitude:28.2510 . . ��n��:�"a+.° '" ^ �,AFY,A .;:y` ��.;m'K �iSA'i � .. ' .,':s 't e;... Lao itude:-82.188Q xica � sc�cr'�;,,.•:" .. . a.� .; -' 9 RU�IbG '1./64SIP.�i!'i'; .:AR4t,1`iA �'t � �' .�^5 '� � a ��AtiR6?h - . . .wC y&��y . �XS',i.fL� T f.%R,^, . tiI,OR, - y��.y;::.'t"�!�.�}�y'� Mt4J ASCE 7-10 Winds eeds - . - �� - .�� ;� r��;= P t �.,av�surY,�. a,,F _.��;��,;�„_€,�t. . '.j �3-sec eak ust in m h• °- �- . ,_,:�`�. a�.. '��~ P 9 I� �� . 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' �»�A ± , � �� 1: aonjurac%� > . ;., . �� -.. ; �.;tRr . ...�+:�� ..... .� �, � ASGE T-05 Windspeed: ,s- '��;:.._l�:;� ' . ;3�,x�.. �;-��:' � .�,�....., , `�?e�"�(j;g.�=.' ;�':,� �� . {oSie uu:�j. i07(3-see peak gust in mph) T �. ,_9 _,_,:�._.'�Mopdata820S7GaoqIe,INEG( ASCE'T•93 Windspeed: ; Q8(fastest mile in mph) � � � •M�tca�or ha:r ' II "Moan Rcwrrmtca Imarval ,•' i Liscrs shoufd ccrlsuh�Nih locaf bwld(ng aftktsls ' w Cetmmlw it there nre cammun�tyspect(fc wind apced ,� rc�uvemcrns�hat gm�am Y, � � Print Vour results � � i' WIFiDSPEED WEBSITE DISCLAIMER { While the information presented on this website is believed to he correct,ATC and its spansors and contributors . assume no responsibility or liability for its accuracy.The material presented in tfie windspeed report should not , be used or relied upon for any specific application without competent examination and verification of its ' accuracy,suitability and applicability by engineers or other licensed professionals.ATC does nof intend lhat the � use of this informatian �eplace the sound judgment of such competent professlo�als, having experience and ;' ' knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in � interpreiing and applyfng the results of the windspeed repoct provided by this website. 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OLL' 1�ANN �RN�GST'N.�AR7'�1V E1.RCI3Y'T�GTS 509 South State Street Job Jab No. Beividere, Illinois.61008 Sheet No. of , 815-544-7790 Phone gY Qate 815-544-7792 Fax �sa v� .�.. ...... .. . .. . -� - -- .. . ... . . . . , .. , . ... . ... .., . .,.,.... .. ... ...., .. . . . . _ . . . , . . . . , . . . o� . . . - . - . . � . . . , . . . � : . . . , � . : . � . ............. ... .... - � - � ...�� . ... „ - .,. .. ..- . - --- �:2� . . . . . . . . : . . . , ,. . ...._... . _ . . : . _ : . . . , . - ..... ..... ... . . .__. ... ....._ .. . s ` ` ' ..�Ga��,�.5.�� ' - - ' . � . . . . : :.. :vair.: : ,.., ..... _.. . . . . : ; : . . .. .. .. , _... .,. ..... . . , . . _. . .. : /' i ;,�S.C.�.7 , ,� :„�.....:- . �h -�Cr,�.(.:.�' .. _ _.. .. .. , . .... .. . .... .. .... - . . ..�-, . : . � - .. . . � . .. . . . . . . . . . . . . . . . . . . . . :..�.9`�s..��c . . . : . ,. � . _ `f� . .... .. . , .. . ... .. . . . . . .. . ........ ..., . . _ _ , . . . : . � . . . .� . ... . ...... ... ; : : . . : � . . . . . !^ . . . . . . .� . � ' . . . . . .. :......:......:2_ .��1��:I, - ... ................... . --.- - g ��,. r� . . . .., . , . . , , .. . � . . .. ... _ .... .... . .. .. ... .. . .. . ... ,.. . . . . .: . . . .. . .. .. . .. .. . . ... . . ... .. . . . - . . .. . . . . . . . . . - : . . : . . . . . _ :. ... .. :....... ... ..:.. . .:. ...:......: ...=-......::.. . zl��5 �� ..�.��-UN; . : : : : : : , : : . . . ... .. . , .. ; ., ... ... ... . . -. ...-- .. ........ . .. : ; . _ . , , . . , . . - ..:- /L"t � 3 'wio4 :u,vrts ' .. .......f�5.".zl�. . .�Zl �t . 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PR +�G11D��T �.PP�t��AL� PROJECT NC3. t3El��IA-2U17-054 i ! 1 � Ne� � ulver's Res�aurar�t Zephyrhills, Florida � ount of Pasco � y � � � � � � OLI.MANN ERNEST MAR.TIN ARCHTTECTS 5Q9 Sauth State Street � Belvidere, i(Iinois.61008 815-544-7790;Phtine: S 15=6'44-7792 Fax. ' � � � � � � FL(��.IDA BUILDING �QDE � - PROD��T .APP��V�.LS PROJECT NO. OEMA — 2017-��4 � � ' - �---� - NEW CITLVER'S RESTAUF:A.NT � Gall Boulevard (ITS 301) � Zephyrhills, Florida , � � � OLLMANN ERNEST MARTIN ARCHITECTS a09 SdUTH STATE STREET � BELVIDERE,ILLINOIS 61008 � I � September$,2017 � � � , FLORIDA BUILDING CODE PRODUCT APPROVALS TABLE OF CONTENTS FL 1559-R9 MEMBRANE ROOF � FL1559.1 TITLE PAGE...........................................................................................................1 PAGE � FL1559 R9 II 2015 04 FINAL A1 ER DURO-LAST FL1559-R9.....................20 PAGES FL1559 R9 AE 2015 04 FINAL ER DURO-LAST FL1559-R9........................24 PAGES ' FL 5896-R3 SOFFIT FL5896.1 'TI'I'I..E PAGE...........................................................................................................1 PAGE FL5896R3 II INST 5896.1 ..................................................................................4 PAGES � FL5896 R3 AE EVAL 5896.1.................................................................................1 PAGE � FL 11143-1-R3 ROOF EDGES FL11143.1 'ITT'I.,E PAGE...........................................................................................................1 PAGE FL11143 R3 II 24110-2166 EDGE ONE...........................................................3 PAGES 1 FL11143 R3 II 24110-2167 EDGE 1 BUR........................................................4 PAGES FL11143 R3 II 24110-2168 EDGE ONE...........................................................3 PAGES TEST REPORT FROM INTERTEK 5-2-12 � FL11143 R3 TR IN'I'ERLOCK ES-ONE EDGE 2012 UPDATE......................24 PAGES , FL 16064-R1 COPINGS FL16064.5 TITLE PAGE...........................................................................................................1 PAGE FL16064.9 TITLE PAGE...........................................................................................................1 PAGE � FL16064 Rl C CAC PERMA-TITE COPING LISTING TEST REPORT FROM INT'ERTEK 5-31-13...............................................................................29 PAGES FL16064 Rl II PTC-3 FT OC 6 AND UNDER FACE.......................................2 PAGES � FL 15047-R3 MANUFACTURED STONE MASONRY � FI., 15047.1 TITI.,E PAGE...........................................................................................................1 PAGE FL15047 R3 II 2015 04 FINAL ER BORAL FL15047-R3..................................4 PAGES FL15047 R3 AE 2015 04 FINAL ER BORAL FL15047-R3...............................4 PAGES � FL 4553-R10 HOLLOW METAL DOORS FL4553.1 TI'TI.,E PAGE...........................................................................................................1 PAGE � FL4553 R10 C CAC FL4553-R6-CAC-FBCQALET"TERUL................................1 PAGE FL4553 R10 C CAC ZHCW.R27575......................................................................3 PAGE FL4553 R10 C CAC ZHCW.R27576......................................................................1 PAGE 1 FL4553 R10 II iJL DOOR INSTALLATION INSTRUCTIONS(7_25_14)..... 16 PAGES FL4553 R10 II UL FRAME INSTALLATION INSTRUCTTONS R1.............. 13 PAGES FL4553 R10 II WINDSTORM LABEL DOOR................................................... 1 PAGES I� , FL4553 R10 II WINDSTORM LABEL FRAME................................................ 1 PAGES � OEMA-2017-054 TABLE OF CONTENTS FBCPA- 1 Culver's Restaurant—Zephyrhills,FL , � ' FL 8786-R6 ALUMINUM DOOR FL8786.1 'I'ITLE PAGE...........................................................................................................1 PAGE FL8786 R6 C CAC 140602.03(350IR LMI 8 X 8 PAIRS WET GLAZED)..... 18 PAGES � FL8786 R6 II 140602.03(350IR LMI 8 X 8 PAIRS WET GLAZED).............. 18 PAGES ' FL 8787-RS ALUMINUM STOREFRONT FRAMING FL8787.2 'TITLE PAGE...........................................................................................................1 PAGE FL8787 RS C CAC 140430.18 IR501 LMI........................................................ 12 PAGES 1 FL8787 RS II 140430.18 IR501 LMI..........................................................:...... 12 PAGES FL 16711-R2 SERVICE WINDOW � FL 16711.1 'I'IT'I.,E PAGE...........................................................................................................1 PAGE FL16711 R2 C CAC QUII�SERV DADE LISTING 15 0316 02....................... 19 PAGES � FL16711 R2 II QiJIICSERV DADE LISTING 15 0316 02................................ 19 PAGES FL 9003-R7 CONTINUOUS HINGE � FL 9003.31 TITLE PAGE...........................................................................................................1 PAGE FL9003 R7 C CAC ZHDX.R22241 .....................................................................3 PAGES -- --r— -- Fi.9�03 R7-II-HG305701":....................................................................................2 PAGES ' FL 3067-R6 RIM EXIT DEVICE � FL 3067.10 TI'I'I.,E PAGE...........................................................................................................1 PAGE FL3067 R6 C CAC ZHEMR21836......................................................................3 PAGES FL3067 R6 II FM532-ED5200SAXM107..........................................................8 PAGES � FL 12488-R1 EXTERIOR INSULATION FINISH SYSTEM � FL 12488.2 TI'TI.,E PAGE..............:.......................................................:....................................1 PAGE FL12488 Rl II PUSAEIFSAPG.........................................................................32 PAGES FL12488Rl AE 168900.......................................................................................6 PAGES ,� ' END- TABLE OF CONTENTS ' 1 ! � TABLE OF CONTENTS FBCPA-2 OEMA-2017-054 Culver's Restaurant—Zephyrhills,FL � 1 Model, Plumber or Name Description _ — - FL# 1559.1 Duro-Last Single Ply Roof Systems� `Thermoplastic, single-ply roof systems � ' Limits of Use Installafion Instructions I Approved for use in,HVHZ: No FL1559 R9 IT 2015 04 FINAL A1 .ER DURO=IAST FL1559- Approved.for us.e outside YiVHZ: Yes R9.adf Impact Resistant: N/A Verified By; Robert Nierriinen PE-59166 1 Design Pressure: +N/A/-1,OZ5 Created by Independ`ent Third Party: Yes Other: 1.) See ER Section 5 for Llmits of USe. 2.) 'fhe Evaluation Reports design pressure in.this application relates to one specific FL1559 R9 AE 2015 04. FINAL .ER DURO-LAST FL1559- ' assembiy. Refer to the ER Appendix for all assemblies and R9.odf max design pressures. Created by Independent Third Party: Yes 1 . 1 l i i ! 1 � . . � � � 1 � � � j 1 ; , 1 � : � . I � � , i � 1 1 I TRINITY ERD ACPEN61%1:ATfACHMENTREQUIREMENiSFORWINDUPLIF7RESI5TANCE ' � � � Table Dedc Appliptlon Type Desuiptlon Page lA Wood New,Reroof(Tear-Of�or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 3 1B Wood New,Reroof(Tear-0f�or Recover C-2 Mechaniwlly Attached Insulation,Plate-Bonded Roof Cover 4 1C Wood New,Reroof(Tear-Of�or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 5 I � 2A Steel or Cona New,Reroof(Tear-0f�or Recover B Meth.Attathed Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5 28 Steel or Conc. New,Reroof(Tear-0f�or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 67 2C Steel New,Reroof(Tear-0f�or Recover C-2 MechanicallyAttached Insulation,Plate-Bonded Roof Cover 8 2D Steel New,Reroof(Tear-0f�or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 9-10 3A Concrete New or Reroof(TearOffl A-1 Bonded Insulation,Bonded Roof Cover 11 , 3B Concrete New,Reroof(Tear-0f�or Recover C-2 Mechaniwlly Attached Insulation,Plate-Bonded Roof Cover - 12 3C Concrete New,Reroof(TearOffl or Recover D Prelim.Attached Insulatfon,Mech.Attached Base Sheet,Bonded Roof Cover 13 �- 3D Concrete New,Reraof(Tear-0ffl F Noo-lnsulated,Bonded Roof Cover - 13 4A LWIC NeworReroof(Tear-0ff) A-1 8ondedlnsulation,BondedRoofCover 14 , 4B LWIC NeworReroof(Tear-0f� E Norrinsulated,MechanicallyAttachedBaseSheet,BondedRoafCover IS 4C LWIC New or Reroof(Tear-Of� F Non-Insulated,Bonded Roof Cover 15 SA LWF New or Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 16 SB C1NF New or Reroof(Tear-0ffl D Prelfm.Attached Insulatton,Mech.Attached Base Sheet,Bonded Roof Cover 16 6A Gypsum Reroof(Tear-0ffl A-1 Bonded Insulation,Bonded Roof Cover 17 � 68 Gypsum Reroof(Tear-0ffl D Prelim.Attached Insulatfon,Mech.Attached Base Sheet,Bonded Roof Cover 17 � 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 18 7B Steel Recover C-2 MechanfwllyAttached Insulation,Plate-Bonded RoofCover 19 i 7C Steel Recover D Insulated,MechanicallyAttachedRoofCover 20 � ' 7D Various Recover F Noo-lnsulated,Bonded RoofCover 20 The following notes applyto the systems ouUined hereln: 1. The roof system evaluation herein pertains to above-deck roof mmponents. Roof decks and structural mem6ers shall be tn aaordance with FBC requirements to the satfsfaction of the AHI. Load resfstance of the roof deck shall be documented through proper mdified and/or FBC Approval documenW tton. 2. Unless otherwfse noted,fasteners and stress plates for insulation attachment shall be as follows.Fasieners shall be af sufficient length forthe following engagements: 1 ➢ Wood Deck: Duro-Last p14 HD Fasteners and Duro-Last 3-Inch Metal Plates.Min.'/.-Inch plywood penetration or minfmum 1-inch wood plank embedment. ➢ Steel Detk: Durodast p14 HD or p15 Extra Heavy Dury Drlll Potnt Fasteners and Duro-Last 3-Inch Metal Plates.Mfnlmum Y.-inch steel penetration,engage the top flute of the steel deck. D Conerete Deck: Durodast p14 HD Fasteners,Duro-Last Concrete Screws or Duro-Last Fluted Concrete Natls and Duro-Last 3-inch Metal Plates.Minimum 1-inch embedment.Fasteners fnstalled with a pilot � hole In accordanee wfth the fastener manufacturers published fnstallatian instructions. 3. Unless otherxrise noted,Insulation may be any one layer or combinatfan of palylsocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based roof board that meets the QA requirements of F.A.C.Rule and Is � documented as meeting FBC 1505.1 and,forfoam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,mfnimum 2-inch thick lightweight insulatfng conerete may be substituted for,or installed below the rigid insulation board for Sysiem Type D(mechanically attached membrane),whereby the membrane fastenen are instalied through the LWIC to engage the structural steel or concrete deck.The structural deck shall he of equal or greater configuration to the steel and concrete deck listfngs. Roof decks and struetural memben shall be in accordance wfth FBC requirements to the satisfaaion of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation � Exterfor Research and Desfgn,LLC.d/b/a Trinity�ERD Evaluatfon Report D9750.05.08-R6 for FL1559-R9 Certificate of Authorfration q9503 Revision 6:04/13/2015 Prepared by:Robert Nfemfnen,PE-59166 Appendix 1,Page 1 of 20 , � ' ' ' ' ' � � 1 TRINIIY I ERD ' 5. Preliminary insulation attachme�t for System Type D=Minimum four fasteners per 4 x S ft board or minimum two fasteners per4 x 4 ft board. 6. Unless otherwise noted,insulatfon adhesive application 2tes are as follows.Ribbon or bead width is at the time of application;the rib6ons/heads shall ezpand as noted fn the manufacturers published instructions. � ➢ HotAsphait(HA): Fullmopping,253016s/square. � D Ashiand Pliodeck: Continuous i4 to'/.-inch wide ribbons,12-inch o.c.Ribbons for subsequent layer(s)shall be run perpendicular to those for the underlying layer. ➢ Dow Ins[a-Stik: Continuous'/.to 1-inch wide ribbons,12-inch o.c. ➢ 3M CR-20: Continuous 2h to 3h-inch ribbons,12-inch o,c. ➢ OlyBond Classic: Continuous Y.-inch ribbons,l2-inch o.c.or full-coverage ➢ Note:When mukiple/ayers(sJ of insulatlon and/or coverboard are installed in ribbon-applled adhesive,adf�esive rfbbons sha116e staggered from layer-to-fayer a distance of one-half the rib6on spacfng. ➢ Note:TAe maximum edge distance from the adhesive ribbon to the edge o/the insulation board shall be not less than one-half the specified ri66ansspacing. � 7 Unless otherv✓ise noted,all insulations are flat stock or W per board of the minimum thickness noted.Tapered polyisocyanurate at the following thickneu limitatlons may be substituted with the following Maximum Design Pressure(MDP)limitations.In no tase shall these values 6e used to'increase'the MDP listings fn the tables;rather if MDP listing below meets or exceeds that listed for a particular system In the tables,then the thinner board listed below may be used as a drop-in forthe equivalent thicker material listed in the tahle: 'I ➢ 3M CR-20: MDP -117.5 psf (MIn.1.0-inch thick) I S. Bondedpolyisnsya��r�7;,insulationboardsshallbemaximum4x4ft. �• �� 9. For mechanically attached componen�s oi partially bonded insulation,the mazimum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density desfgned by a qualffied design professional to resist the elevated preuure criteria. Commonly used methods are RAS 117,FM LPDS 1-29 and ANSI/SPRI WDl.Assemblfes marked with an asterisk•carry the IimiWtions set forth in Sectlon 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 10. For assemblies with all components fully 6onded in place,the maximum design preuure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapier 16,and no ' rational analysis is permitted. � il. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withd2wal resistance. A qualifled design professional shall review the data for compariwn to the minfmum requirements for the rystem.Testing shall be in accordance with TAS SOS or ANSI/SPRI FX-1. � 12. For existing substrates In a 6onded recover or re-roof ins[allation,the existing roof surface or ezisting roof detk shall be examined for wmpatibility and bond performance with the selected adhesive,and the ezisting i roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfactlon of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52 � orAN51/SPRI IA-1. , 13. For System Type D,steel deck applications,the roof inembrane shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applicatians using System Type D,the fnsulatlon is optional. Altematively,DensDeck,DensDeck Prime,SECUROqC Gypsum-Fi6er Roof Board,SECUROCK Glass-Mat Roof Board,Duro-Blue^',Duro- Weave'",Duro-Last Geotextile Slip Sheet,Duro-Fold^'or Ultra-Fold�TPM may be used as a separation layer. Board products should be preliminarily attached prior to roof cover installation.The existfng roof system shall be suitable for a recover application.The separator wmponent shall 6e documented as meeting FBC 1505.1 and,for foam plastic,fBC Chapter 26,when fns[alled with the roof wver in Recover applications. � � 15. For adhered membrane systems,side laps shall be minimum 3-inch wide sealed with min.1.5-inch heat weld.Membrane adhesive appliwtion rates are as follows: Mem6rene Adhesive Appliration Rate Duro-Wst Duro-LastSBl ContaM 1.Sgal/sq/surface Duro-Wst Duro-LastSBIV Contact 1.67ga1/sq/surface � Duro-Wst Duro-LastWBl ConWct O.Sgal/sq/surface Duro-last Duro-Last WB II Substrate only 0.7 gal/sq. Duro-FleecePlus Duro-LastWBll Substrateonly S.Ogal/sq. - Duro-Fleece Plus Duro-Fleece Adhesfve Su6strdte only Contlnuous Y-inch wide ribbons,&inch o.c. Duro-FleecePlus Duro-FleeceCR-20MembraneAdhesive Substrateanly Spatter-applied,fullcoverdgeperDuro-Last(nstruc[fons � 16. "MOP"=Maximum Design Pressure is the result of testing for wind laad resfstance based on allowable wind loads.Refer to FBC 1609 for determ(nation of design wind pressures. Exterior Research and Design,LLG d/b/a Triniry�ERD Evaluation Report D9750.05.08-R6 for FL3559-R9 � Certifiwte of Authoriution q9503 Revlsion 6:04/13/2015 Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 2 of 20 ' � ' ' � �, � � � � ' ERD TRINITY I ' TABLE 1A:WOOD DECKS-NEW CON57RUCTION,REROOF(Teqit-OFF)ox RECOVER SYSTEM TYPE Gl:MECHANICALLY ATTACHED INSUTATION,BONDED ROOF COVER System Deck See Note 1 Base InsulaUon W er Top Insulatton Layer No. ( � y Type Fasteners Attach RoofCover/Adhestve MDP(psf� � W_1 Min.2-inch T&G lumber or mfn.Y.- (Optional)One or more Mfn.0.25-i�ch DensDeck or DensDeck See Note 2 1 per 2.67 ft� Duro-Last/SB I or WB II -30.0• inch eMeriorg2de plywood layers,anycamb(nation Prime W Z Min.2-inch T&G lumber or min.•/.- (Optional)One or more Min.h-fnch DensDeck or DensDeck 5ee Note 2 1 per 3.2 ft' Duro-Last/SB I or W8 I I 30.0• Inchexteriorgradeplywood layers,anycombination Prime � W_3 Min.2-inch T&G lumber or mtn.Y.- (Optional)One or more Min.5/8-inch DensDeck or De�sDeck See Note 2 1 per 4 ft' Duro-Last/SB I or WB II -30.0• inch exterfargrade plywood layers,anycombfnation Prime W� Min.2-inch T&G lumber or min.Y.- (Optional)One or more Min.iS-inch ACFoam II,Duro-Guarcl Iw See Note 2 1 per 2 ft' Duro-Last/WB I -45.0• tnch exterior grade plywood layers,any combinatian II-A W 5 Min.2-inch T&G lumber or min.'/.- (Optional)One or more Min.SStinch ACFoam II,Duro-Guard Iso See Note 2 1 per 4 ftZ Duro-Last/SB I -05.0' � tnch eMeriorgrade plywood layers,anyeambtnation II-AarACFoam III,Duro-Guard Iso III-A W� Min.2-inch T&G lumber or mfn.Y.- (Optional)One or more Min.1.5-inch ACFoam III,Duro-Guard See Note 2 1 per4 ftZ Duro-Last/W81 -45.0• inch exterior g2de plywood layers,any combination Iso III-A W� Min.2-inchT&G lumberor mtn.%- (Optional)One or more Min.0.25-inch DensDeckor DensDeck See Note 2 1 per2 ftZ Duro-Last/SB I or WB II -45.0• inch exteriargrade plywood layers,anycombination Prime � � � i � Exterior Research and Design,LLG d/b/a Trinity�ERD Evaluatfon Report D9750.05.08-R6 for FL1559-R9 Cert�wte of Authoriution lt9503 Revision 6:O4/13/2015 Prepared hy:Robert Nieminen,PE-59166 Appendiz 1,Page 3 of 20 � ' � � 1 � , � � 1 TRINITY ERD , � TABLE 18:WOOD DECKS-NEW CONSTRUCTION,REROOF(TFna-OvF)oa RECOVER ' SYS7EMTYPEC-2:MECHANICALLYATTACHEDINSULATION,PLATE-BONOEDROOFCOVER System Deck Attach RoofCover/Attach MDP No. (See Note 1) �^sulation Layer Fasteners Density « Duro-Last(min.60 mil)bonded to � Min.19/32-inch (Optional)One or more Duro-Last q14 HD Fasteners 12-inch o.c.In rows spaced 72-inch o.c.positioned atop wood Duro-Bond 1302 or 1306 Plates with W-8. plywood at max. layers,anycombinatfon; with Duro-Bond 37.5 24-inchspans preliminarilyattached Plate1302or1306 trusses;minimum0.9-inchfastenerembedmentintotrusses RhinoBondPortablePlateBonding Tool or Centrix Indudion Welder Duro-Last�min.60 mil)bonded to Min.19/32-Inch (Optianal)One or more Duro-Wst N14 HD Fasteners 18-inch o.c.in rows spaced 48-inch o.c.positioned atop wood Duro-Bond 1302 or 1306 Plates with W-9, ph/wood at max. layen,anycombinatfon; with Duro-Bond -37.5 � 24-inch s ans prellminaril attached Plate 1302 or 1306 trusses;mir�imum 0.4-inch fastener embedment into trusses RhinoBond Portable Plate Bonding p Y '' �� ToolorCentrixlnduction Welder Duro-Last(min.60 mll)bonded to Min.19/32-inch (Optional)One or moPe Durodast p14 HD Farteners 12-inch o.c.in rows spaced 48-inch o.c.positioned atop wood Duro-Bond 1302 or 1306 Plates with W-10. �plywood at max. layers,any com6ination; with Duro-Bond -52.5 � 24-inch s ans pretlminaril attached Plate 1302 or 1306 trusses;minimum 0.9-inch fastener embedment fnto trusses RhinoBond Portable Plate Bonding p Y ToolorCentrixlnductionWelder � Duro-Wst(min.60 mil)bonded to Min.19/32-inch (Optional)One or more Duro-Last#14 HD Fasteners 6-inch o.c.in rows spaced 96-(nch o.c.positioned atop wood trusses; Duro-Bond 1302 or 1306 Plates with W-11. plywood at maz. layers,any combination; with Duro-Bond -�'� 24-inth s ans preliminaril attached Plate 1302 or 1306 minimum 0.9-inch fastener embedment into trusses RhinoBond Portable Plate Bonding p Y ToolorCentrixlndudionWelder 1 per 2.67 ft° , '�- 24• _•• -- �r ' (12partsper4 O O � �° x 8 ft brd; � Duro-Last(min.40 mil)or Duro-Tuff Min.19/32-inch One or more layers,any Duro-Last#14 HD Fastenen (min.50 mfl]bonded to Duro-Bond W-12. plywood at max. combination;min.1S- with Duro-Bond engage wood �, p p p 1302 or 1306 Plates with RhinoBond -60.0 24-inch spans inch,min.16 psf Plate 1302 or 1306 trusses, Portable Plate Bonding Tool or Centrix � minimum 0.9- �' Induction Welder inch � � �_ � embedment) 1 per 2 ft' 16' N' xr ir (16partsper4 O O .00 O ' x 8 ft brd; Duro-Last(min.40 mil)or Duro-Tuff Min.19/32-inch One or more layers,any Duro-Last p14 HD Fasteners � O O O (min.50 mfl)bonded to Duro-Bond W-13. piywood at max. combinatton;min.1.5- with Duro-Bond engage wood y, 1302 or 1306 Plates with RhinoBond -90.0 24-inch spans fnch,min.16 psi Plate 1302 or 1306 trusses, � 0 � 0 Portable Plate Bondfng Tool or Centrix minimum 0.4- Induction Welder � inch � 8 � Q embedment) Exterior Research and Design,LLG d/b/a Trinity�ERD Evaluation Report D9750.05.08-R6 for FL1559-R9 , Certifiwte of Authorization it9503 Revlslon 6:04/13/2015 Prepared by:Rohert Nleminen,PE-59166 Appendix 1,Page 4 of 20 � ' � 1 i � , , ' � � � ERD TRINITY , TABLE SC:WOOD DECKS-NEW CONSTRUCTION,REROOF(Tcaa-OFF)oa RECOVER ' SYSTEMTYPED:MECHANICALLYATTACHEDMEMBRANE System Insulation Roof Caver No. Deck(See Note 1) MDP(psfJ Type Attach Membrene Fasteners Attach STANDARDIAPSY5TEM5: , 1 O tfonal Oneor Duro•LastpiSE#raHeavy Mfn.19 32-fnch I ( P � Standard Lao System fastened 6inch o.t.within W-14. � P W+ood at max.24 Prelim. Duro-Last,mfn.40 Duty Drill Point Fasteners inch spans more layers,any attached mii and Duro-Last 2.4-fnch 6'�nch wide tabs spaced 57-inch o.c.Screws -52.5 combination Barbed Metal Plate located 2.7-Inches from tab edge Duxo-RooFLnpSrsrEMs: � ,. 1 • Min.19 32-fnch I (OPtional)One or � � Duro-Las[p14 HD Duro-Roof Lao Svstem fastened 6-inch o.c. / p ywood at maz.24 Prelim. uuro-i a;,�}�ir�.:b W-15. more layers,any � Faatcr:�rs.�Arir.h Duro-Last withfn 6-Inch wide tabs s aced 57-inch o.c.Tab -52.5 Inchspans combfnation attached mil }�nchMeWIPI�Sss �-Saalerq725atmax.60ft2/gal. Nomfnallx6—inchT&Gboard Oneormorelaers,- Duro-LastplSEMraHeary - Y Duro-Roof Lao Svstem fastened i-:^^„h c.c. - - ' W-16. deckin attached er FBC Section an combination,min. Prelfm. Duro-Last,mfn.40 Duty Drill Point Fasteners - g P Y Attached mil with OMG 2-3/8"Eyehook W��hfn 6-inch wide tabs spaced 25-inch o.c.Tab` -97.5 z3zZ•Z•Z 1.5-inch Plates Sealer4725 at max.60 ft2/gal. , TABLE 2A:SiEEL OR CONCRETE DECXS-NEW CONSfRURION,REROOF(TEan-OvF)oa RECOVER SYSTEM TYPE B:MECHANICALLY ATTACHED BASE INSUTATION,BONDED TOP INSUlAT10N,BONDED ROOF COVER System Deck Base insulatfon Layer Top Insulatian layer Roof Cover/Adhesfve MDP(psfJ No. (See Note 1) Type Fasteners Attach Type Attach , Mfn.22 ga.,Type B, Min.2-Inch ACFoam II,Duro-Guard 2 Min.0.25-inch SENROCK SC-1. Grade 33 steel or Iw II-A,H-Shield,Duro-Guard Iw II- See Note 2 1 per4 ft HA,Insta-Stik or CR-20 Duro-Last/WB II 37.5' structural concrete H or ENRGY 3 Gypsum-Fiber Roof Board Min.22 ga.,Type B, Min.2-fnch ACFoam II,Duro-Guard = Min.0.25-inch SECUROCK SG2. Grade 33 steel or Iso II-A,H-Shleld,Duro-Guard Iso II- See Note 2 1 per 2.67 ft HA,Insta-Stik or CR-20 Duro-Last/WB II -45.0• structural concrete H or ENRGY 3 Gypsum-Fiber Roof Board 1 Mfn.22 ga.,Type B, Mfn.2-Inch ACFoam II,Duro-Guard � Min.0.25-fnch SECUROq( HA,Insta-Stik or CR- SC3, Grade 33 steel or Iso II-A,H-Shield,Duro-GuarcJ Iw II- See Note 2 1 per 133 ft Gypsum-Fiher Roof Board 20,&fnch o.c. Duro-Last/WB II -60.0 struc[ural concrete H or ENRGY 3 � 1 Exterlor Research and Desfgn,LLC.d/b/a Triniry�ERD Evaluation Report D9750.05.08-R6 for FL3559-R9 Certiflcate of Authorizatfan 179503 Revtsion 6:04/13/2015 I Prepared by:Robert Nieminen,PE-59166 Appendfx 1,Page 5 of 20 � ' i � � � ' 1 � � � � TRINIIY ERD ' � TABLE 28:STEEL OR CONCREfE DECKS-NEW CONSfRUCTION,REROOF(T¢aa-OFF�on RECOVER SYSfEMTYPEC-1:MECHANICALLYATTACHEDINSULATION,BONDEDROOFCOVER � System Top Insulation Layer Roof Cover/Adhesive MOP(psfl No. Deck(See Note 1� Base Insulallon Layer Fartenero Attach Type DURO-IAST MEMBRAN E APPLICATIONS: SC-0. Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.0.25-inch DensDeck or DensDeck � � SeeNote2 lper2.67ft Duro-Last/SBIorWBll 30.0• structuralconcrete layers,anycombination Prime SC-5. Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.h-inch DensDeck or DensDeck Prtme See Note 2 1 per 3.2 ft= Duro-Last/S81 or WB II 30.0' structurel concrete layers,any combination Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.S/S-(nch DensDeck or DensDeck Prime See Note 2 1 per 4 ft� Duro-Last/SB I or WB II 30.0• SC-6. �N�ural wncrete layers,anycombination Min.22 ga.,Type B,Grade 33 steel or (Optianal)One or more M�..i:ti=inch ACfoam II,Duro-Guard Iw II- See Note 2 1 per 2 ft' Duro-Last/WB 11 -37.5• ' ' SC-7 �N�uralmncrete layers,anycuinbmati�^ AorACFoamRecover S�$ Min.22 ga.,Ty��E33"steel o� (Optional)One or more Min.015-(nch SECUROCK Gypsum-Fiber See Note 2 1 per 2.67 ft2 Duro-Last i WB II -37.5• _1;;�duralconcrete layers,anycombination RoofBoard 1�---- `'� � Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more M(n.1.5-inch ACFoam II,Duro-Guard Iso II- See Note 2 1 per 2 ft° Duro-Last/WB I -45.0� � - �� ' S�-9' structu2lmncrete layers,anycombination A SC-10. Min.22 ga.,Type B,G2de 33 steel or �Optfonal)One or more Mfn.1.5-(nch ACFoam II,Duro-Guard Iso II- See Note 2 1 per 2 ft2 Duro-Last/SB IV -45.0' struc[ural concrete layers,any combination A Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.2-inch ACFaam II,Duro-Guard Iso 11-A See Note 2 1 per 4 ft' Duro-Last/58 I -45.0' SC-11. �ry�ural wncrete layers,any combination or ACFoam III,Duro-Guard Iso III-A ' Min.22 ga.,Type B,Grade 33 steel or (Optfonal)One or more Min.2-inch ACFoam III,DuroGuard Iso 111-A See Note 2 1 per 4 ft' DuraLast/WB I -45.0' SC-12. �ry�u21 wncrete layers,anycombination One or more layers,any SC-13. Mm•zZ ga.,Type B,Grade 33 steel or combination,min.1.5-inth Min.0.25-Inch Invinu Roof Board See Note 2 1 per 2 ft' Duro-Last/SB N -45.0' structual concrete thick � SC-14. Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.0.25-Inch DensDeck or DensDeck See Note 2 1 per 2 ft2 Duro-Last/SB I or W8 II -45.0' structural concrete layers,anycombination Prime SC-15. Mi^•zZ ga.,Type B,Grade 33 steel or (Optional)One or more Min.0.25-Inch SECUROCK Gypsum-Fiber See Note 2 1 per 2 ft' Duro-Las[/WB II -45.0• structural concrete layers,any combination Roof Board Min�22 ga.,Type B,Grdde 33 steel or (Opttonal)One or more Min.5/8-Inch SECUROCK Gypsum-fiher See Note 2 1 per 4 ft� Duro-Last/WB il -45.0• ' SC-16. ��ural concrete layers,anycombination Roof 8oard Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Dekfast#15 with 1 per 2 ft' Duro-Last/SB I -�•� SC-17. la ers,an combfnation Min.2-Inch ACFoam II,Duro-Guard Iso II-A Dekfast Hex structural concrete Y Y One or more layers,any Mfn.0.25-fnch SENROCK Gypsum-Fiber � Min.22 ga.,Type 8,Grade 33 steel or �ombination,min.1.5-inch See Note 2 1 per 1.33 ft Duro-Last/SB IV -67•5 � SC-18. yYN�ural concrete Roof Board thick One or more layers,arry See Note 2(NSS Min.22 ga.,Type B,Grade 33 steel or �ombfnation,min.1.5-fnch Min.0.25-fnch DensDeck Prime Ezt2 Heavy Duty 1 per 1.67 ft' Duro-Last/SB IV -67.5 SC-19. rtNttu21 concrete only) thick E#erior Research and Desfgn,LLC d/b/a Trtnity�ERD Evaluation Report D9750.05.08-R6 for FL3559-R9 Revision 6:04/13/2015 Certifliwte of Authorization N9503 Appendix 1,Page 6 of 20 Prepared hy:Robert Niemfnen,PE-59166 , � � � � � I r � � � � � � TRINITY ERD TABLE 28:STEEL OR CONCRETE DECKS-NEW CONSiRUCf10N,REROOF(T¢ax-OFF)ort RECOVER , SY5fEMTYPEGI:MECHANICALLYATTACHEDINSULATION,BONDEDROOFCOVER System Top Insulation Layer No. Deck(See Note 1� Base Insulatlon Layer Roof Cover/Adhesfve MOP�pst� Type Fasteners Attach SC-20. Mfn.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.0.25-inch DensDeck Dekfast q15 with 1 per 2 ft= DuraLast/SB I or W811 -75.0 structural concrete layers,anycombination Dekfast Hex � � One or more layen,any See Note 2(q15 SC-21. Min.22 ga.,Type B,Grade 33 steel or �omh(nation,min.1.5-inch Min.2-inch ACFoam IV,Dura-Guard Iw IV- ��Heavy Duty 1 per 2 ft' Duro-Las[/56IV -90.0 structural concrete thick A onl , Y) OMG XHD with Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more MIn.15/32-inch APA:Rated,Grade B{ OMG Flat Bottom , SC-22. lper2ft� Duro-Last/SBIorW611 -90.0 structuralcancrete layers,anycombination plywood Plates(3-inch square metal) One or more layers,any Trufast N32 DP with � SC-23. Min.22 ga.;Type B,Grade 33 steel combination,min.1.5-inch Min.OS-inth SEQ1ROqC Gypsum Fiber Trufast 3"Metal 1 per 1 ft= Duro-Tuff/WB II -97.5 totalthickness RoofBoard InsulationPlate � Duao-Ft�cEPwsMemewweAaruunoNs: , , _ ; � Min.1.5-Inch ACFoam II,DuroGuard Iso II- Min.22 a.,T e B,Grede 33 steel or A,ACFoam III,Dura1',uard Iso III-A,H- SC-24. g YP (Optional)One or more Shield,Duro-Guard Iw II-H,ENRGY 3 or ISO See Note 2 1 per 2 ft' Duro-Fleece Plus/WB II -45.0• structuralconcrete Iayen,anycombination gS+GLormin.2-InchACFoamNorDuro- , Guard Iso IV-A SC-25. Min.22 ga.,Type B,Grade 33 steel ar (Optional)One or more Min.OS-Inch DensDeck or SECUROCK See Note 2 1 per 2 ft� Duro-Fleece Plus/WB II �5.0• structural concrete layers,any cam6inat(on Gypsum-Fiber Roof Board SC-26. Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.15-inch ACFoam II,Duro�ivard Iw II- �e Note 2 1 per 2 ft� Duro-Fleece Plus/ -q5,0• strvctural concrete layen,any combinatfon A,ACFoam III or ISO 95+GL Duro-Fleece Adhesive 1 Min.22 ga.,Type B,G2de 33 steel or (Optional)One or more = Duro-Flexe Plus/ SC-27 Mln.0.5-fnch DensDeck See Note 2 1 per 2 ft -45.0• structural wncrete layers,any combination Duro-Fleece Adhesive Min.22 ga.,Type B,Grade 33 steel or (�P��onal)One or more 2 SC-28. �N�urel wncrete layen,any combinat(on, Mfn.0.25-ineh DensDeck Prime See Note 2 1 per 133 ft Duro-Fleece Plus/WB II -67.5 min.1.5-inch thick �I 1 I � ' EzterforResearchandDesign,LLCd/b/aTrinfty�ERD EvaluatlonReportD9750.05.08-R6forFL3559-R9 Certifieate of Authorization p9503 Revtsion 6:04/13/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 7 of 20 ' � � , � � r � � � TRINITY ERD � I TABLE 2C:STEEL DECKS-NEW CONSTRUCfION,REROOF(TEna-OFr)oe RECOVER i SYSTEM TYPE G2:MECHANICALLY ATTACHED INSULATION,PLATE-80NDED ROOf COVER , . System Deck Attach Insulation Layer Raof Cover/Attach MDP(psfJ No. (See Note 1� Fasteners Density � Duro-Last(min.60 mil)bonded to Duro-Bond Plates 1302 or '� �1 Min.18 ga.,type B, One or more layers, Duro-Last#15 EM2 Heavy Duty Drfll Point Fasteners:2-Inch o.c.fn rows 1306 with RhinoBond Portable Plate Bonding Tool or -30.0 Grade 33 steel anycombination Fasteners and Duro-Bond Plates 1302 or 1306 spaced 60.inch o.c. �ntrix Induction Welder � Min.22 ga.,type B, One or more layers, Duro-Last#15 EMra Heavy Duty Drill Potnt 1 per 4 ft' Duro-Last(min.40 mil)or Duro-Tuff(mfn.50-mil)bonded to S-Z' Grade 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 ($Parts per 4 x 8 ft board in Duro-Bond Plates 1302 or 1306 with RhinoBond Portable 37.5 24x241nchgridpattern) PlateBondingToolorCentrixlnductlonWelder 53. Min.22 ga.,type B, One or more layers, Duro-Last N15 Eztra Heavy Duty Drtll Point 1 per 6 ft' Duro-Last(min.40 mil)bonded to Duro-Bond Plate 1302 �5.0• ' Grade 33 steel any combination Fa:teners and Duro-Bond Plate 1302 (24 x 36 inch grid pattern) with RhinoBond Portable Plate Bonding Tool 5� Min.22 ga.,type B, One or more layen, Duro-Last i715 EMra Heavy Duty Drill Point 1 per 6 ft' Duro-Tuff(min.60 mil)banded to Duro-Bond Plate 1302 .q5.0' Grade 33 steel any combination Fasteners and Duro-Bond Plate 1302 (24 x 36 inch grid pattem) with RhinoBond Portable Plate Bonding Tool 1 per 2.29 ft' Duro-Last(min.60 mil)bonded to Duro-Bond Plates 1302 or Min.22 ga.,type B, One or more layers, Duro-Last N15 Extra Heavy Duty Drfll Po(nt (14 parts per 4 x 8 ft board in 1306 with RhinoBond Portable Plate Bonding Tool or -45.0 S-5. G2de 33 steel any combfnation Fastenen and Duro-Bond Plates 1302 or 1306 � 18 x 18 inch grid pattem) Centrix Induction Welder Duro-Last(min.60 mil)bonded to Duro-Bond Plates 1302 or Min.18 ga.,type B, One or more layers, Duro-Last#15 Eztra Heavy Duty Drill Point Fas[eners 6-fnch o.c.in rows 1306 with RhinoBond Portable Plate Bonding Tool or -05.0 5-6. Grade 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 spaced 120-inch o.c. Centrix Induction Welder Duro-Last(min.60 mil)bonded to Duro-Bond Piates 1302 or ' 5� Min.18 ga.,type B, One or more layers, Duro-Last p15 EMra Heavy Duty Drill Point Fasteners 12-inch o.c.fn rows 1306 with RhinoBond Portable Plate Bonding Tool or -45.0 Grade 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 spaced 48-inch o.c. ��trix Induction Welder ' Duro-Last(min.40 mfl)or Duro-Tuff(mfn.50-mil)bonded to S$ Mfn.18 ga.,type B, One or more layers, Duro-Last p15 Extra Heavy Duty Drill Point Fasteners 6(nch o.c.In rows Duro-Bond Plates 1302 or 1306 with RhinoBond Portable -52.5 Grade 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 spaced 72-inch o.c. plate Bonding Tooi or Centriu Induction Welder ' Duro-Last(min.60 mil)bonded to Duro-Bond Plates 1302 or ' Min.18 ga.,type B, One or more layers, Duro-Last#15 EM2 Heavy Duty Drill Paint Fasteners 6-inch o.c.(n rows 1306 with RhinoBond Portable Plate Banding Tool or -52.5 5�9' Grade 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 spaced 9&inch o.c. Centrix Induction Welder Duro-Last(mIn.40 mii)or Duro-Tuff(min.50 mil)bonded to S-S0. Min.18 ga.,type B, One or more layers, Duro-last#15 Eztra Heavy Duty Drill Point Fasteners 6fnch o.c.in rows Duro-Bond Plates 1302 or 1306 with RhinoBond Portable -82.5 I Grade 33 steel anycom6lnation Fasteners and Duro-Bond Plates 1302 or 1306 spaced 48-inch o.c. plate BondfngTool orCentriz Inductfon Welder Duro-Last(mfn.60 mil)bonded to Duro-Bond Plates 1302 or ' Min.18 ga.,type B, One or more layers, Duro-WsttY15 EMra Heavy Duty Drlll Point Fasteners binch o.c.(n rows 1306 with RhinoBond Portable Plate Banding Tool or -82.5 5-11. Grade 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 spaced 60-inch o.c. Centrix Induction Welder Duro-Last(min.60 miI)bonded to Duro-Bond Plates 1302 or � S lZ Min.18 ga.,type B, One or more layers, Duro-Last k15 Extro Heavy Duty Drill Point Fasteners 6-fnch o.c.In rows 1306 w(th RhinoBond Partable Plate Bonding Tool or -90.0 , Grade 33 steel anycombination Fasteners and Duro-Bond Plates 1302 ar 1306 spaced 48-inch o.c. �ntrix Induction Welder � E#eriorResearchandDesfgn,LLGd/b/aTrinity�ERD EvaluationRepoRD9750.05.08-R6forFL1553R9 , Cert(ficate of Authori�tton it9503 Revlsfon 6:04/13/2015 Prepared hy:Robert Nieminen,PE-59166 Appendix 1,Page S of 20 i 1 1 1 ' , I I r -�.- . _ :; � , : ::�_.- � _ _ � I TRINITY I ERD TABLE 2D:STEEL DECKS-NEW CONSTRURION,REROOF(T[nx-OrF)oa RECOVER � SYSTEM TYPE D:MECHANICALLYATTACHED MEMBRANE System Deck(See Note 1) Insulation Roof Cover MDP(psf) No. Type Attach Memb2ne Fasteners Attach STANDAIiDIAPSY5TEM5: ' " ' ' ' 1 Duro-Lastq75 Ext2 Heavy 5-13. Min.22 ga.,Type B, One or mare layers,any Prelim. Duro-Last,min. Standard Lan Svstem fastened 12-inch o.e.within 5.75-inch Grade 33 steel combination,mfn.1.5-inch attach 40 mil Dury Drill Point Fastener with 37.5 Duro-Last Cleat Plate W�de tabs spaced 120-inch o.c. Duro-Last p15 Extra Heavy 5-14. Min.18ga.,Type B, One or more layers,any Prelim. Duro-Last,mfn. Standard Lao Svstem fastened 9-inch o.c.within 3-inch wide Grade 33 steel combfnation,min.1.5-inch attach 40 mil Dury Drill Point Fastener with �bs spaced 60-inch o.c. �5.0 Duro-Last Poly-Plate � Min.22 a.,T e B, One or mare layers,any g YP Duro-Lart p15 EMra Heavy Standard Lao Svstem fastened 12-inch o.e.within 4-inch 5-15. Grade 33 steel at max.6 �ombinatton,min.1.5-fnch Prelim. Duro-Tuff,min. Duty Drill Point Fasteners wide laps with min.1.5-Inch wide welds spaced 116-inch -45.0 fts ans total thtckness,min.16-psi attach 50 mil P top layer with Duro-Last Cleat Plates o.c. Min.22 ga.,type B, Duro-Last#15 Ext2 Heavy � 5-16. Grade 80 steel at max.6 One or more layers,any Prelim. Duro-Last,min. Duty Drill Point Fasteners Standard Lao Svstem fastened 6-inch o.c.within 3-inch wide ft spans combination,mfn.1.5-inch attach 40 mil with Duro-Last 2.4-inch tabs spaced S4-fnch o.c. �'� Barbed Metal Plates DURO-ROOF LAP SYSTEMSt Min.22 ga.,Type 8, One or mare layers,any Prelfm. Duro-Last,min. Duro-Last q15 EMra Heavy Duro-Roof Lao Svstem fastened 12-inch o.c.within 5.75- � 5-17. Grade 33 steel combination,min.1.5-inch attach 40 mil Duty Drill Point Fastener with inch wide tabs spaced 120-inch a.c.Tab Sealer 4725 at max. -45.0 Duro-Last Cleat Plate 60 ft2/gal. Min.22 ga.,type B, Duro-Last k15 EMra Heavy Duro-Roof Lao Svstem fastened 12-inch o.c within 6-Inch 5-18. Grade SO steel at max.6 One or more layers,any Prelim. Duro-Last,min. Dury Drill Point Fastenen Wide tabs spaced 57-inch o.c.Tab Sealer4725 at max.60 -52.5 ft spans �ambination,min.1.5-inch attach 40 mil wtth Duro-Last 3-Inch MeWI ��gal. ' Plates Min.22 ga.,rype B, One or more layers,any Prelim. Duro-Last,min. Duro-Last#15 EMra Heavy Duro-Roof Lao Svstem fastened 12-inch o.c.within 5.75- 5-19. Grade 80 steel at max.6 combination,min.1.5-inch attach 40 mil Duty Drill Point Fastenerwith fnch wide tabs spaced 84-inch o.c.Tab Sealer 4725 at max. -52.5 ftspans Duro-LastCleatPlate 60ft2/gal. Min.22 ga.,type B, Duro-Last q15 EMra Heavy Duro-Roof lao Svstem fartened 12-fnch o.c.within 5.75- 5-20. Grade 80 steel at max.6 One or more layers,any Prelim. Duro-Lart,min. Duty Drill Point Fastener with fnch wide tabs spaced 57-inch o.c.Tab Sealer 4725 at max -67.5 � fts ans combination,mfn.1.5-inch attach 40 mil P Duro-Last Cleat Plate 60 ft2/gal. Min.22 ga.,type B, One or more layers,any Prelim. Duro-Last,min. Duro-Lart p15 EMra Heary Duro-Roof Lao Svstem fastened 6-Inch o.c.wkhin 3-tnch 5-21. Grade 80 steel at max.6 �ombination,min.1.5-inch attach 40 mil Duty Drill Point Fastener with wide tabs spaced 60-inch o.c.Tab Sealer 4725 at max.60 -67.5 ftspans Duro-LastBattenBar ft2/gal. � Mfn.22 ga.,type B, Duro-Last q15 Extra Heavy Duro-Roof Lao Svstem fastened 6fnch o.e.wfthin binch 5-22. Grade 80 steel at maz.6 One or more layers,any Prelim. Duro-Last,m(n. Duty Drill Point Fasteners combination,min.1.5-inch attach 40 mil wfth Duro-Last 3-fnch Metal W�de tabs spaced 120.inch o.e.Tab Sealer4725 at max 60 -82.5 ft spans ft2/gal. Plates � Extertor Research and Design,LLG d/b/a Trinity�ERD Evaluation Report D9750.05.08-R6 for FL1559-R9 Certifitate of Authorization#9503 Revislon 6:04/13/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 9 of 20 , � ' ' 1 r � � � TRINITY ERD i TABLE 2D:S7EEL DECKS-NEW CONSTRUCTION,REROOF(TFna-0Fr�ox RECOVER SYSTE�9TYPED:NIECHANICALLYATTACHEDMEMBRANE � System Insulation Roof Cover MDP(psfJ No. Deck(See Note 1) Type Attach Membrene Fasteners Attach lvlfn.22 ga.,type B, Duro-LastN15 EMra Heavy Duro-Roof Lap Svstem fastened 6-inch o.c.within 5.75-inch One or more layers,any Prelim. Duro-Last,min. pu Drill Pofnt Fastenerwith wide tabs spaced 120-inch o.c.Tab Sealer4725 at max.60 -82.5 5-23. Grade 80 steel at maz.6 tY ftspans combination,min.1.5-inch attach 4J mil Duro-LastCleat Plate ft2/gal. � M(n.22 ga.,rype B, One or more layers,any Prelim. Duro-Last,mfn. Duro-Last#15 EMra Heavy Duro-Roof Lao Svstem fastened 6-Inch o.c.within 5.75-inch 5-24. Grade 80 steel at max.6 Duty Drlll Polnt Fastener with wide tabs spaced 84-Inch o.c.Tab Sealer 4725 at max.60 -97.5 ft spans combination,min.1.5-inch attach 40 mil Duro-LastCleat Plate ft2/gal. Min.22 ga.,rype B, One or more layers,any Prelim. Duro•Last,min. Duro-Last#15 EMrd Heavy Duro-Roof Lao Svstem fastened 6-inch o.c.within 5.75-inch S-7S. Grade 80 steel at max.6 Duty Drill Point Fastener with �wide tabs spaced 57-inch o.c.Tab Sealer 4725 at max.60 -135.0 ' ft spans combinatfon,min.1.5-inch attath 40 mil Duro-LastCleat Plate ft2/gal. Duro-Last#15 EMrd Heavy Duro-Roof Lap Svstem fastened 6-inch o.c.wtthin 6-fnch Min.22 ga.,type 8, One or more layers,any Prelim. Duro-Last,mfn. Duty Drill Point Fasteners 5-26. Grade 80 steel at max.6 wide W bs spaced 25-inch o.c.Tab Sealer4725 at max.60 -1425 ft spans combination,min.1.5-inch attach 40 mil with OMG 2-3/8"Eyehook ft2/gal. Plates � , ' ' ' Exterior Research and Design,LLG d/b/a Trinfty�ERD Evaluailon Report D9750.05.08-R6 for FL3559-R9 � Certificate of Authorization#9503 Revlslon 6:04/13/2015 Prepared by:Robert Nleminen,PE-59166 Appendlx 1,Page 30 of 20 ' � i ' ' ' 1 � ' � � TRINITY I ERD ' TABLE 3A:CONCREfE DECKS-NEW CONS7RUCTION ox REROOF(T[na-OFv) SYSTEM TYPE Ml:BONDED INSUlATION,BONDED ROOF COVER System Dedc Base insulatlon Layer Tap Insula[ton Layer MDP No. (See Note 1) T e Atta� Roof Cover/Adhes(ve �P� yp Attach Type ' C-1. Min.2,500 pst (Optional)Min.1.5-ineh ACFoam it, pliodeck,Insta- Min.0.25-inch DensDeck Pliodeck,Insta-Stick or CR- Duro-Lart/WB I 37.5 toncrete Duro�ivardlwll-A StickarCR-20 Zp �_Z MIn.2,500psf Mfn.1.5-InchACFoamIl,Duro-Guardlw Hotas halt (Optlonal)Additionallayersofbase concrete II-A P insulatton Hot asphalt Duro-Last/SB I or WB il -45.0 G3. Mfn.2,500 pei Min.1.5-(nch ACFoam II,Duro{,uard Iw Pliodeck,Insta- (Optional)Additional layers of base Pliodeck,Insta-Stick or CR- I concrete II-A SttckorCR-20 insulatfon Zp Duro-Last/SBIarWBll -45.0 �� Min.2,500 psi MIn.1.5-inch ACFoam II,Duro-Guard Iw Hot asphak (0ptional)Additional layers of base Hot asphalt Duro-Last/WB I -75.0 concrete II-A Insulation C_5 Min.2,500 psf Mfn.1.5-Inch ACFoam II,Duro�uard Iso Pliodeck,Insta- (Optional)Additional layers of base Pliodeck,Insta-Stfck or CR- cancrete II-A StickorCR-20 Insulation Z� Duro-Last/WBI -82.5 ' �� Mfn.2,500 psf MIn.2-inch 15095+GL Pliodeck Min.0.25-inch SECUROCK Gypsum-Fiber concrete Roof Board Piiodeck Duro-Last/WB II -217.5 Min.2,500 sf MIn.1S-tnch ACFoam II,Duro�Guard Iw �-� P II-A,H-Shfeld,Duro-Guard Iso II-H or HA,Insta-Stik or Min.0.25-ineh SECUROCK Gypsum-Fiber concrete CR-20 Raof Board HA,InsW-Stik orCR-20 Duro-Last/WB II -2475 , ENRGY 3 Min.2,500 psi Mfn.0.75-inch,min.1.0 pcf,FM �'$• Approved,ASTM C578 expanded CR-20 Min.0.25-inch SECUROCK Gypsum-Fiber concrete RoofBoard CR-20 Duro-Lart/WBII -2475 polystyrene Mfn.2,500 psi Min.0.75-tnch,mfn.1.0 pcf,FM , C'9• Approved,ASTM C578 expanded CR-20 Min.0.25-inch SECUROCK Gypsum-Fiber CR-20 Duro-Tuff/WB II -255.0 concrete Roof Board polystyrene G10. Min.2,500 psi Min.1S-Inch ACFoam II,Duro-Guard Iw OI Bond Classic Min.0.25-inch SECUROq(Gypsum-Fiber concrete II-A,H-Shfeld,Duro-Guard Iso II-H Y Roof Board OlyBond Classfc Duro-Tuff/WB II -457.5 ' , ' Exterlor Research and Design,LLC d/b/a Trfnity�ERD Evaluation Report D9750.05.08-R6 for FL3559-R9 Certffiwte of Authori�tion Ii9503 Revfslon 6:04/13/2015 Prepared by:Robert Niemtnen,PE-59166 Appendiz 1,Page 11 of 20 1 � ' , ' ' ' 1 � TRINITY ERD ' i TABLE 3B:CONCRETE D[CKS-NEW CANSfRUCfION,REROOF(TEna-OFF�oa RECOVER ' SYSfEMTYPEt-2:MF.CHANICALLYATTACHEDINSULATION,PIATE-BONDEDROOFCOVER Attzch MDP System �e� InsuladonLayer RoofCover/Attach (Py{� No. (See Note 1) Fasteners Density Duro-Lsst H14 HD with Duro- Duro-Last(min.60 m(I)bonded to Duro-Bond 1302 or 1306 Plates with _37.5 C-11. �'nin.2,500 psi One or more layers,any 12 x 60-inch RhinoBond Portable Plate BondingTool or Cent�ix Induction Welder ' cuncrete combination Bond Plate 1302 or 1306 Duro-Last(mfn.60 mil)bonded to Duro-Bond 1302 or 1306 Plates with _37.5 Min.2,500 psi One or more layers,any Duro-LastN14 HD with Duro- 12 x48-inch RhinoBond Portable Plate BondingTool or Centriz Induction Welder C-12. concrete combfnatlon Bond Plate 1302 or 1306 Duro-Last(min.40 mil)or Duro Tuff(min.50 mil)bonded to Duro- Min.2,500 psi One or more layers,any Duro-Last k14 HD with Duro- 6 x 60-inch Bond 1302 or 1306 Plates with RhinoBond Portable Plate Bonding Tool -45.0 C-13. �oncrete combfnation Bond Plate 1302 or 1306 orCentrix Induction Welder , Duro-last(min.40 mil)or Duro Tuff(min.50-mil)bonded to Duro- MUi.2,500 psi One or more layers,any Duro-Last N34 HD with Puro- 6 z 48-inch Bond 1302 or 1306 Plates with RhinoBond Portable Plate Bondfng Tool -52.5 C-14. concrete comb(nation Bond Plate 1302 or 1306 or Ceniruc Induction Welder Min.2,500 psf One or more layers,any Duro-Last N14 HD with Duro- 1 per 2.67 ft' Duro-Last(min.40 mil)bonded to Duro-Bond 1306 Plates with Centriz _52.5 ' C-15. Bond Plate 13G6 (12 parts per 4 x S ft board) Indudion Welder concrete combination MIn.2,500 psf One or more layers,any Duro-Last N34 HC with Duro- 1 per 2.67 ft' Duro-Last(min.40 mil)bonded to Duro-Bond 1302 Plates with _52.5 C-16. combination Bond Plate 1302 (12 parts per 4 x S ft 6aard) RhinoBond Portable Plate Bonding Tool concrete Duro-Last#14 HD with Duro- 1 per 2.67 ft= Duro-Tuff,min.60 mil,bonded to Duro-Bond 1302 Plates with -52.5 Min.2,500 psi One or more layers,any RhinoBond Porta6le Plate BondingTool or Centrix Induction Welder ' C-17 �oncrete combination Bond Plate 1302 (12 parts per 4 x 8 ft board) 1 er 2.67 ft2 Duro-Tuff,min.60 mil,bonded to Duro-Bond 1302 Plafes with -52.5 �18 Min.2,500 psi One or more layers,any Bo�P ate 1306D with Duro- (lZ Parts per 4 x 8 ft board) RhinoBond Portable Plate Bonding Tool concrete combination Duro-last#14 HD with Duro- 1 per 2 h3 Duro-Last�min.60 mil)bonded to Duro-Bond 1302 or 1306 Plates with _52.5 Min.2,500 psi One or more layers,any RhinoBond Porta6le Plate BondingTool orCentrix Induction Welder ' C-19. concrete combination Bond Plate 1302 or 1306 (16 parts per 4 x R ft boa�dj , 1 EvaluationReportD9750.05.08-R6forFL1559-R9 , E#ertor Research and Deslgn,LLC.d/b/a Trinity�ERD Revision 6:04/13/2015 Certiflcate of Authorization#9503 Appendix 1,Page 12 of 20 Prepared by:Robert Nieminen,PE-59166 , , ' ' � , , , . � , I . TRINITY�ERD ' TABLE 3C:CONCREfE DECKS-NEW CONSTRUCTION,REROOF(Trnrt-0rF�oa RECOVER SYSfEMTYPED:MECHANICALLYATTACHEDMEMBRANE System Deck Insulatton Roof Cover MDP No. (See Note 1). Type Attach Membrane Fasteners Attach � (ps� 1 STANDARDLAPSy5TEM5: ' C-20. Min.2,500 psi (Optional)One or more Prelim. Durd-Last,min.40 Duro-Last#14 HD Fasteners with Standard Lao Svstem fastened 9-inch o.c.within 3-inch wide� structural mncrete layers,any combination attached mil Duro-Last Clea[Plates tabs spaced 60-inch o.c. -37.5 Min.2,500 psi (Optianal)One or more Prelim. Duro-Last,min.40 Duro-last Concrete Screws p14 or �Zl. structural concrete layers,any comhination attached mil ��ro'�n�ncrete Natls with Duro- S�ndard Lao Svstem fastened 6-Inch o.c,within 3-inch wide ' Last 2A-inch Barbed MeWi Plates �bs spaced 84-inch o.e. '�•0 �Duno-RoorLavSvs�nns: � GZZ Min.2,500 pst (OptionaQ One or more Prelim. Duro-Last,mfn.60 Duro-Last p14 HD Fasteners with .Duro-Roof lao Svstem frstened 6-inch o.c.wkhtn 6-tnch wide structural concrete layers,any combination attached mil Duro-Last Cleat Plates 37.5 . tabs spaced 120-Inch o.c.Tab Sealer4725 at maz 60 ft2/gal. ' GZ3 Min.2,500 psi (Optional)One or more Prelim. Duro-Last,min.40 Duro-Last Concrete Screws i114 or strvctural mncrete layea,any combtnation attached mfl Duro-Last Concrete Nails with Duro- Duro-Roof Lao Svstem fastened 12-inch o.e.wtthin 6-fnch wlde Last 3-fnch Metal Plates �bs spaced 57-fnch o.e.Tab Sealer 4725 at max.60 ft2/gal.- -52.5 �.Za Mfn.2,500 psI (Opt(onal)One or more Prelim. Duro-Last,mfn.40 �0��rt�Oncrete Screws tf14 or �_. --- - - --" structural mncrete ' 'layen;any combination attached mll Duro-Last Cqacrete Nails wuh?JNro- Duro-Roof Lao Syrtem faS'iened(i-inth o:c.—witfiin 3-fnch wide � ' - - iebs spaced 60=inch o.a Tab Sealer 4725 at max.60 k2/gal. -67.5 last Batten Bar G25. Min.2,500 psf (Optfonal)One or more Prelfm. Duro-Last,mfn.40 Duro-Last Concrete Screws#14 or structural cancrete layers,any combination attached mil, Duro-Last Concrete Nails with Duro- Duro-Roof Lao Svstem fastened 6-inch o.e.within bfnch wtde Last 3-inch Metal Plates �bs spaced 120-Inch o.c.Tab Sealer 4725 at maz 60 ft2/gal. �Sz'S C-26. Min.2,500 psi (Optional)One or more Prelim. Duro-Last,min.40 Duro-Last Concrete Screws#14 or , structural concrete layers,anycombination attached mil ��ro'�rt�ncrete Natls with ITW Duro-Roof Lao Svstem fastened&Inch o.c.within binch wfde Buildex 2-3/8"Eyehook Plates �bs spaced 25-inch o.c.Tab Sealer4725 at max.60 ft2/gal. -142.5 TABLE3D:NEWCONSfAULT10NoaREROOF�T�aOvr�—CONCREfEDEU(S ' SYSTEMTYPEF:NOld-INSUTATED,BONDEDROOFCOVER System No. Deck(See Note 1) Raof Cover/Adhesive �-27• Strvctural concrete MDP(psf) Duro-Fleece Plus/Duro-Fleece WB II Adhesive �-Z8• Strvcturdl concrete -6/3.0 , Duro-Fleece Plus/Duro-Fleece CR-20(splatter appliedJ -1,025.0 ' Exterlor Research and Design,LLG d/b/a TNnity�ERD Certifiwte of Authorization q9503 Evaluation Report D9750.05.08-R6 for FL1553R9 Prepared by:Robert Nieminen,PE-59166 Revision 6:04/13/2p15 Appendlx 1,Page 13 of 20 1 , ' ' � , � 1 1 1 TRl�lITY�ERD ,� TABLE4A:LIGHT6VE�GHTCpNCRETEDECKS-NEtVCONSTRVG710NoqREROOF(TEna-Ov�} , SYSfEMTYPEA:BONpEDtNSULATION,BONDEDR00�C6VER �, System Deck(See Note i) Base Insulatlon Layer Coverboard MDP �O Ronf Cover RoofD¢ck LWC Type Attach Type Attach �P� Min.200 psi,min.2-inch tfiick Steel or (Optionel)Min.1.L-inch ACFoam�i,Duro-Gwrd tw Ptiodeck or • Piiodeck or � �WC-7. ceitutar lightweight insulati�g Min.0.25•inch DensDeck Duro-Last j WB i -37.5 Concrete• Ii-A CRdO CR-20 concrete Min.200 psi,min.2dr,ch thtck Steel or Ptiodeck or (Optioeal�Additlona)layers of Pliodeok or Duro-Last/SB I or _q5.4 lWC-2. �ncrete �ellular lightweight insulating Min.1S-inch ACFoam 11,Duro-Guard Iso II-A CR•20 base I�aulation CR-20 WB II concrete Min.200 psi,min.2-tnch thtck (Optionalj Additional layers of � UNC-3. Concre2e Mtm 1S•inch ACfoam It,Duro-Guard Isoll-A Pliodeck Pliodeck Puro-Last j WS f -62.5 Elastizell, base isuulation LWG4. Concrete Mir,.200 psi,m(n.2-inch thick Mtn.2-inch ISO 95+GL Pifodeck Min.0.25-inch SECUROCK pliodeck Lluro•Last/WB II -105.0 Elastizell. Gypsum-Fiber Roof Board Min.20p pst,min.2-inch thick Pliadeck,6- Min.0.25-ineh SECUROpt Ptiodetk,tr purp-tast j W8 II -1875 � lWGS. Concrete Min.2dnch15095+GL Elastizeil. ,„ incb o.c 6ypsum-Fiber Roof Board inch o.c. Min.2C0 psi,min.2-inch thick {Optional)Additianal layers of LWG6. Concrete � Celcore,��a;iiz@I•:ef Min.1.5-tnch ACFoam II,Duro-C,vard isa 11-A Cft-7C.- CR-20 DuraLast/WB I -82.5 Meadcrete 4 --' base insulatton IWGZ Concrete Min.200 pst,min.2-inch ihick Min.IS-Inch ACFoam fl,Duro-Guard Iso it-A,H- Min.0.25-Inch SECUROCK ' CR-20 CR-2Q Durodast j W811 -184.0 Elastizell Shietd,p��ro-Gnarc+4so i{-H or ENRGY 3 Gypsum•Fiber Roof Board lWC-8. Concrete Min.200 psi,m(n.2-Inch thick Min.1.5-inch ACFoam II,Duro-6uard 4sa Ii-A,H- Cft-20 Min.0.25-inch SECUROCK t8-20 Duro-Lasti WB it -222.5 Celcore Shield,Onra-6uard Iso 1t-N or EFIRGY 3 Gypsum•Fiber Roof Board LWC-9. Concrete Min.200 psi,min.2-inch thick Min.1.5-i�h ACFoam tI,Duro-Guard Iso SI-A,H- CR-20 Min.0.25-inch SENROCK CR-20 6uro-tast J WB It -240.0 Meadcrete Shietd,puro-Guard tso IS-H ar ENRGY 3 Gypsum-Fiber Rmf Board � ' r ExtedorResearchand0esign,llCdfb(aTr[nity�ERD EvaivationRepoRD9750,O5A&R6forFL1559-R9 � CeRi£sate of AuthoNxation N9503 Revls{on 6:04(i3/2�15 Prepared hy:Robert N�eminen,PE-59166 Appendix 1,Page 14 of 20 ' � ' ' � � ! 1 1 1 � TRI�IITY�E�D TABLE4B:UGH7WEIGHTCONCREfEDECKS-NEWCONSTRUCTIONORREROOF(Tena-0rr) � 5YSTEM TYPE E:MECNANiCALLY A7TACHED BASE SNEET,BONDED RQQF COVER System Dedc(See Note ij Base Sheet Roof Wv¢r/Adheslve MDP(ps� No. Structural Deck LWC(See Note 1) Type Fasteners Attach Min.22�a.,type B,Grade 33 Mln.320 psi,min.2-inch th(ck Elastizelt CertainTeed Fte�g(as 7S-inch o.c.at the 3-Inch laps and 7.5- DaraFteece Plus j � LWG10. vented steel at max.7 ft cellular Ifghtweight concrete cast with Base Sheet,GAFGLAS Trufast FM-90 inch o.c,in one staggered row in the 6uro-Fleece GR-20 -22.5 ` spans ZeIlFiberslnthem&. #75 centerofthesheet (splatteraps+lted)__-_-_,... � Mfn.22 ga.,type 8,Grade 33 Min.380 psi,mEn.2-inch thick Elastizelt CertainTeed Flexigtas 7rufast Twin- ZS-incfi o.c.at the 3-inth taps and?.5-_:�Duio-ftexe Plus j LWGSI. verrced steel at max.7 ft — cellutar Itghtweight concrete cast wiih Base Sheet,C�pFGlAS Loc Nails(min. fneh o.c.fn one staggered rp:.in.the Duro-Pleece CR40 37.5 spans ZeIlFibersinthemix, #75,1MPermaPly28 1.8-in) centerofthesheet � (splatterapplled) � Min.22 ga.,rype 8,6rade 33 Min.350 psi,min.2•inch thick Elastizett CertatnTeed Flexigtas Trufiast 7win- 7.5-inch o.c'at tfie 3-inch taps and 7S- Duro-Pieece Ptus j LWG32. ve�rted stee!at max.?$ cetlutarltghtweight cancrete casi wlth Base Sheet,GAFGi.AS Lac Mails{mtn. tnch or.in turo,equally spaced, puro-Fteece CR-20 -6Z5 spans Zell Fibers In the mi�c. #75,1M PermaPly 28 1.8-in) sV.ggered row fn the centerofthe sheet (splatterap{5Hed) - TABtEAC:LIGHTWE[GHTCONCRE7EOEtitS-NEWCONSi'iitlCll6NarsRERd6F(SEan-OFv) � SY57EM TYPE F:NON-INSULATEI?,BONDED ROOF COVER D¢tk �� 5'�m {See HOXe lp�" � Roof Cover J Adheslve MDP(psf) Na. � Structural Deck � LWC Min,22 a.,type B,Grade 33 vented steel '3i^•350 psi,min.2-inch thick Celrnre MF Cellutar Concre2e with Celcore NS Rhealogy Modiiying tWCd3. $ Admittture,witfi opdonal 1-inch thick,1.0 pcf EPS holey board and surfacing af Celcore PVA Curing Duro-Pleece Ptus J Duro-Fleece _37.5 deck at max.4 ft spans �mpound. Adhesive CWG1A. Mtn.ZZ ga.,type 8,Grade 33 vented steel ��.350 ps#,min.2-tnch tfiick Elastizel!cellular tightweight concrete east wfth Zett Fibers in the miz. Duro-Fteece Ptus J DuraF2eece _52S 1 af max.7 ft spans CR-20(splatterappliedj Min.22 ga.,type B,Grade 33 vented steel Mfn.350 psf,min.2-Inch thick Ctelcore MP Cellular Concrete with Celcore HS Rheology Modifying LWGSS. deck ax max.6 ft spans AdmiMure,wfth opt(onat 2-inch thick,l.0 pcf EPS holey board and surfacing of Ceiwre PVA Curing Duro-Fieece Pius J WB 11 -bQ.O Compau�d. Min.350 psi,min.2-inch thfck Celcore MF Cellular Concrete with Celcore HS Rheology Modifying � LWG36. Mfn.2,500 psi structutal concrete Admfxture,wfth optional 1-inch thick,l.0 pcf EPS holey board and surfacin�of Celwre pVA Cudn� puro-Fteece Plus f W811 -82.5 C.omyo�nd. Min.350 psf,min.2-Inch thick Celcore MF Callular Concrete with Celcore HS Rheology Modifytng Duro-Fleeae Plus/Duro-Fleece I.WC-17. Min.2,Stl0 psf struMural concrete Admixture,with optlonal 1-inch thick,1.0 pcf EPS holey board and surfacfng of Celcore PVA Curfng Adhesive et A-inth o.c. -Z32.5 Compound. _ ' , F�tterEorResearchandpesign,LlGditafaTriniry�ERD Evalua#tonReporcD9750.05.08-RBEorFL2559-R9 Cettificate af Authariution#9503 Prepared by:Rohert Nieminen,PE-59166 Revislon 6:04J13J2015 Appendix 1,Page 35 of 20 � i � i � � � 1 ' ' � -f RIf�IITY�ERD ' TABLE SA:CEMENTITIOUS WOOD FIBER DECKS-NEW CONSTRURION oa REROOF(Tena-OrF� SYSfEMTYPEA:BOfdDED INSULATION,BONDED ROOF COVER , System Deck Base Insulatlon Layer Top Insulatton Layer Roof Cover/Adheslve MDP(psf� No. (See Note 1) Type Attach Type Attach Min.2.5-InchTectum Plank Min.0.25-inch SECUROCK Insta-Stik,binch o.c. Duro-Lart/WB II -150.0 __ -- CWF-1. orTectum LS Plank None N�A Gypsum-Fiber Roof Board ' _ !—�.__ �^=��-f_ � TABLE SB:CEMENTITIOUS WOOD FIBER DELKS-NEW CONSTRURION oa REROOF(TEna•Orr) SY57EM TYPE D:MECHANICALLY ATTACHED MEMBRANE Deck Insulatian Roof Cover ' Sys[em __, MDP(Psf� No. (SeeNotel� Type p;:;ch Membrane Fasteners Attach One or more layers,any Duro-Last Liquid Auger Duro-Roof Lao Svstem fastened 12-inch o.c.wfthin 6-inch Min.2-Inch Prelim. ��.,_!aR,mIn.40 mil, wide tabs spaced 57-fnch o.c.Tab Sealer 4725 at max.60 -37.5 �WF-Z" Teccum I panels �ombinatton,min.1.5- a�ched Fasteners inch thitk _ ft2/gal , Min.2-inch One or more layers,any Prelim. Duro-Last Liquld Auger Standard Laa Svstem fastened&inch o.c.within 6-Inch wfde �5.0 � CWF3. Duro-Last,min.40 m�:, �Fasteners tabs spaced 57-inch o.c. Tectum I panels conbination Attached �_ One or more layers,any Duro-Last�i-�lid Au er Duro-Roof Lap Svstem fastened 6-inch o.c within 6fnch 'Min.2-inch Prelim. � g widetabs spaced 57-inch o.c.Tab Sealer4725 at max.60 -67•5 ��, combination,mfn.1.5- Duro-last,mIn.40 mll, Fasteners ' Tectum I panels inththick attached ft2/gal _ ' ' ' Extertor Research and Design,LLG d/b/a Trinity�ERD Evaluation Report D9750.05.08-R6 for FL3559-R9 , Certifitate of Authorlutfon N9503 Revfsion 6:04/13/2015 Appendix 1,Page 16 of 20 Prepared by:Robert Nieminen,PE-59166 1 ' , � ' ! ' ' , ' , TRINIIY I ERD TABLE 6A:GYPSUM DEQ(5-REROOF(TFqa-OvF) ' SYSfEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER System Base Insulatlon Layer Top InsulaUon Layer Na Deck(See Note 1) Roof Wver MDP(ps� � Type Attach Type Atta�h , G-1. ��stfng poured gypsum or (Optional)Mfn.1.5-inch ACFoam II,Duro-Guard ' gypsum plank Iso II-A CR-20 Min.0.25-inch DensDeck CR-20 Duro-last/WB I —37S G Z Ezlsting poured gypsum ar Min.1.5-inch ACFoam II,DLro-Guard 15o II-A CR-20 (Optional)Addit(onal layers of base �r sum lank CR-20 Du;o:�_ 53:5r Wisil -45.0 BYP P insulation - - G-3. ��n�ng poured gypsum or Min.1.5-inch ACFoam II,Duro-Guard Iso II-A CR-20 �Optionai)Additional layers of base _ _�R-20 � Duro-Last/WB I -82.5 , gypsumplank insulatton / �� Fxlsting poured gypsum or Min.1.5-fnch ACFoam II,Duro-Guard Iso II-A,H- Min.0.25-inch SECUROQC�'� sum-Fiber �� gypsum plank Shield,Duro-Guard Iso II-H or ENRGY 3 CR-20 Roof Board � CR-20 Duro-Last/WB 11 -2475 ' TABLE6B:GYPSUM7�iK5-REROOF(Teaa-Ovc) ' SYS7EMTPED:MECHANICALLYATTACHEDMEMBRANE , System Deck Insulatlon RoofCover No. (See Note 1) Type Attach Membrane Fasteners Attach MDP(ps� ' Exfsting poured One or more layers,any Prelim. Duro-Wst Liquid Auger Standard Lao Svstem fastened 6-fnch o.c.within Elnch wide _ G-5. �Psum olank �ombinatlon Attached Duro-Last,min.40 mil, Fasteners tabs spaced 57-inch o.c -05.0 P Existfng poured One or more layers,any Prelim. Duro-Last Liqufd Auger Duro-Roof Lao Svstem fastened 6-inch o.t.wfthfn 6-Inch wide G-6. gypsum or combination attached Duro-Last,min.40 mtl, Fasteners tabs s aced 57-inch o.c.Tab Sealer 4725 at ma�c.60 �'� , gypsum plank , P . ft2/gal 1 ' ' ExteriorResearchandDesign,LLC.d/b/aTrinity�ERD EvaluationReportD9750.05.08-R6forFL1559-R9 Certifieate of Authorization 779503 Revision 6:04/13/2015 Prepared by:Rohert Nteminen,PE-59166 Appendlx 1,Page 17 of 20 1 ' ' . ' ' � ' ' � T"�I��TY�ER� , TABLE%A:RECOVERAPPLICATIQNS 5Y5T[MTYPEA:&ONDEOIN:ULATIOM,dONQEDROOP.GOVeR ' Sys[er.i Substnte ease Insutation tayer 7pp Insulatton tayer MDP M1o. (5ee Note 12 _ Roof Cover/Adfiesive ) Type Attach Type Attaeh (P� Extsti�g oephaltic 6UR or R-1. (Optional)Min.1.5-inch ACFaanr Il,Dura-Guard!so ilda Pliadeck,6-inch o.c tAi�.0.25-incF,DensDeck Pliodeck,frinch o.c Duro-Wst i W81 37.5 y � mineral snt{ace cap sheet �---�_, Exi,ting asphaltic BUR or ' , -�,_ (Optionai)MIn.1.5-InchACFoamll,puro-Guardlsoll•R insta-StickorCF-20 MIn.0.25-inchDensDeck Insta-StickorCR-20 Duro-Wst/WBI •87.5 �' _' ' n�ir��raf'::H�g_r.2�L'^sheet ��- O tiona3 Additio�al R3. ��siing aspha{tic BUR a ��.,5,��,h ACfoam 11,Duro-6uard Iso tI-A Hoi asphalt { P } Hot asphatt Duro-tast J SB t or WB It i5.0 mfneral surface cap sheet - layers of base insulation ExisUng asphaltic 8UR or tl� � puro-Guardlso 1!-A .gllodecN frl�cl�o.c �OptionalJ Additlonal p�iodeck,6-fnch o.c Duro-Wst/SB I or WB II -45.0 �.4. Min.1.5-inch ACfoaa,i� _ Iuy9rs of base insuletion , mineral sutface cap afieet _ Exiriing asphaltfc BUR or (Optionatj Additional R-5" m(neral suriace cap theet Min.1.5-inch ACFoam II,Dum-Gw::�'1!so II-A Insta-itick or CR-20 layers of base fnsulation �nsta-Stick or CR-20 Duro-Last/SB i or W811 -05.0 R-F, mineralxudacecapafieet ��... ��.. �- �isting aephalUc 8UR or (Optiona!)Additional in.1.5-inch ACFoam SS,puro-6uard Iso II-A - Not asphalt �ayers of base insulation Hot asphait Duro-t,ast(WB t -75.0 ,Existing asphaltic BUR or (Optional)Additional � R�� minerai sudace cap shEet MIn.1.5-inch ACFoam II,Duro-Guard Iso II-A �Pliodeck,irur_��.:�- layers of base insulation Pliodeck,6-(nch o.c Duro-Last/WB I -$2.5 Exisiing asphatiic BUR or (Optionatj Additional R-S. mfneral surface cap eheet M(n.1.5-tnch ACFoam��,Duro-�uard iso II-A lnsta-Stick or CR-20 �ayers of base Insulation �nsta-Stick or CR-20 Duro-i.astf 1V8 S -82.5 F�cisting aspfialtic BUR or MIn.1S-inch ACFoam II,Duro-Guard Iw II-A,H-Shield, ��S�k Min.0.25-inch SECUROCK �nsta-Stik Duro-Las[/WB II -127.5 ' R�9" mineral sarface cap sheet Duro-�uard tso 11-H or ESSRGY 3 Gypsum-Fiber Raof 9oard Existing asphaltic BUR or Min.0.25-inch SECUROCK R-30. mfneral surface cap sheet Min.2-inch ISO 95+GL Pli?deck,&inch o.c. Gypsum-Fiber Roof Board Pllodeck,6•inch o.c. Duro-Last/WB II -172.5 Escisting smoath sucface {Optional)A4in.I.5-inch ACFoam ii,Duro-6uard Iso li-A, �2� .Min.0.25-inch SECUROCK CR-20 Duro-tast f WB ti -2225 R-11. modified bitumen H-5fiield,Duro-Guard tso IhN or ENRGY 3 6ypsum-Fiber Roof Baasd R-12. �isting smooth-surface Mir�.0.75-inch,min.i.p pcf,FM Approved,ASTM C578 CR-20 Min.0.25-inch SECUROCK CR-20 Duro-4ast or Duro-Tuff/ 2zZ 5 � 59S mod{fied 6itumen expanded polystyrene Gypsum-Fiber Roof Board WB II Exisiing smooth surf'ate Mtn.0,25-incb SECUftOCit R-13. BUR orgranule surNace None N�A Gypsum-Fiber Roof Board CR-20 Duro-tast f WB il -245.0 mod�ed bitumen � E�sisting smooth surEace Min.1.5-inoh ACFoam it,Duro-�uard Isa ti-A,H-Shield, Min.6.25-inch SECUROCK R-14. BUR or granuie surface DuroGuard Iso II-H or ENRGY 3 CR-20 Gypsum-Fiber Roof Board CR-26 Duro-Lastl WB II -247.5 modified bitumen Existen$smoath-surEace �gn.0.75-inch,min.1.0 pcf,FM Appraved,ASCM t578 Min.0.25-tncfi SECt1ROCK R-15. aspbakBURorgranule- �ft�2Q G sum-FiberRoofBoard �� Duro-WstJWBii -2d7S i surface modified bitumen expanded polystyrene YP ' Existing smooth-surface Min.0.75-inch,min.1.0 pcf,fM Approved,AS'CM 678 MIrt.0.25-inch SECUROCK R-16, asphah BUH orgranule- expanded pplystyrene CR-20 6ypsum-Fiber Roof Board �R-ZQ Duro-Tuff/WB II -255.0 surface modified bitumen EMerior ftesearch and Design,�LG djbja Trinity)ERD Evaluatton Report 04754.OSA&Rfi for F�1554-84 , Certificate of Authorization i19503 Revislon fi:04j13J2015 Prepared by:Robert Nfeminen,PE-59166 Appendiz 1,Page 18 of 20 � ' ' , � � � • 1 � � � ' . TRINITY I ERD TABLE78:WOODORSlEEL-RECOVER ' SYSfEM iYPE C-2:PIATE-BONDED ROOF COVER (All areas where the exfsting metal panels do not lay flush on the underlying purlfn shall have a 0.25-inch diameter pilot hole pre-drilled into the panel priorto driving the Purlin Fastener into the purlin.) System Substrate AttachmeM � Insuiation La er MDP N�• � (See Nate 1) y Fasteners Spacing Roof Cover/Adhesive �P� ' Existing standing seam or lap seam metal roof covers having One or mare layers,any Truhst p12 Purlin 12-inch o.c. Duro-last(min.60 mil)bonded to Duro-Band R-17 min.l6 gauge(0.0598 inch),50 ksi or min.12 gauge(0.105 combination,preliminarily Farteners and Duro-Bond along purlins 60- Plates 1302 or 1306 w(th RhinoBond Portable 30.0 in.),36 ksi steel purlins spaced max.60-inch o.c. fastened Plates 1302 or 1306 Inch o.c. Plate Bonding Tool or Centrix Indudion 1Alelder . Existing standfng seam or lap seam metal roof covers having One or more layers,any .Trufast#12 Purlin 6-fnch o.c.along Duro-Last(min.60 mil)borrla�i.io Duro=Band R-18. mfn.16 gauge(0.0598 fnch),50 ksi or min.12 gauge(0.105 combination,preliminarily ��Fa3teners and Duro-Bond purlins 120-inch Plates 1302 or 134"E with.RulnoBond Porta6le -45.0 ' InJ,36 ksi steel pudins spaced max.120-inch o.c: . fastened _Plates 1302 or 1306 o.c. , Plate Bortdyng Tnbl or Centrix Inductfon Welder-� Fxisting standing seam or lap seam metal roof cwers having One or more layers,any Trufast p12 Puritn 12-inch o.c. Uu wst(min.60 mfl)bonded to Duro-Bond R-19. min.i6 gauge(0.0598Ineh),50 ksf or mfn.12 gauge(0.105 combinatfon,prelfmfnarily Fasteners and Duro-Band along purl!.^�;48--� Plates 1302 or 1306 with RhinoBond Portable: -45.0 in.),36 ksl steel purlins spaced max.48-inch o.c. fastened Plates 1302 or 1306 inck a.c. Plate Bonding Tool or Centrix Induction Welder ' Existing standfng seam or lap seam metal roof covers havfng One or more layers,any Trufast#12 Pu�!?n..� ` 6-fnch o.c.along Duro-Last(min.40 mil)or Duro-Tuff(min.50-mil) - R 20, min.l6 gauge(0.0598 Inch),50 ksi or min.12 gauge(0.105 combfnation,preliminarily Sa;ten?rs and Duro-Bond purlins 72-Inch bonded to Duro-Bond Plates 1302 or 1306 with RhfnoBondPortablePlateBondingToolorCentrix 'S2.5 in.),36 ksi steel purlins spaced maz.72-inch o.c. fastened Plates 1302 or 1306 o.c. � Induction Welder Existing standing seam or lap seam metal roof covers having One or more layers,any Trufast p12 Purlin 6-inch o.c.along Duro-Last(min.60 mil)bonded to Duro-Band R-21. min.16 gauge(0.0598 inchj,50 ksi or min.12 gauge(0.105 combtnation,preliminar(ly Fasteners and Duro-Bond pu�lins 96-inch Plates 1302 or 1306 with RhinoBond Portable -52.5 ' fn.),36 ksi steel purlins spaced max.9Ginch o.c, fastened Plates 1302 or 1306 o.c. Plate Bonding Tool or Centrix Induction Welder Existing standfng seam or lap seam metal roof covers havfng One or more layers,any Trufast p12 Purlfn 6-fnch o.c.along Duro-Last(mfn.40 mil)or Duro-Tuff(min.50 mfl) R-22. mfn.16 gauge(0.0598 inch),50 ksi or min.12 gauge(0.105 comhfnatian,prelimtnarily Fasteners and Duro-Bond puriins 48-inch bonded to Duro-Band Plates 1302 or 1306 with in.),36 ksl steel purlfns spaced maz.48-fnch o.c. fastened Piates 1302 or 1306 o.e. RhfnoBond Portabie Plate Bonding Tool or Centrix '82.5 Induction Welder ' Exfsting standing seam or lap seam metal roof covers havtng One or more layers,any Trufast Al2 Purlin 6-inch o.c.along Duro-last(m(n.60 mil)bonded to Duro-Bond R-23. min.16 gauge(0.0598 Inch),50 ksi or mfn.12 gauge(0.105 combination,preliminarily Fasteners and Duro-Bond puriins 60-inch Plates 1302 or 1306 wfth RhinoBond Portable -82.5 In.J,36 ksi steel purlins spaced max.60-inch o.e. fastened Plates 1302 ar 1306 o.c. Plate Bonding Tool arCentrix Inductian Welder Existing standing seam or lap seam metal roof covers having One or more layers,any Trufast#12 Purlin 6-inch o.c.along Duro-Last(mfn.60 mil)bonded to Duro-Bond R-24, min.l6 gauge(0.0598 Inch),50 ktf or min.12 gauge(0.305 combination,preliminarily Fasteners and Duro-Bond purlilns 48-inch Plates 1302 or 1306 with RhinoBond Portable -90.0 ' in.),36 ksi steel purlins spaced max.48-inch o.c. fas[ened Plates 1302 or 1306 o.c. Plate Bonding Tool or Centrix Induct(on Welder 1 ' Exterior Research and Design,LLG d/b/a Triniry�ERD Evaluation Report D9750.05.08-R6 for FL1553R9 Certificate of Authorizatton li9503 Revision 6:04/13/2015 Prepared by:Robert Niemtnen,PE-59166 Append(x 1,Page 19 of 20 t 1 I ' ' ' _ _ I 1 � , � � TRI�11�'��D ' l TABLE 7C:STEEL-P.ECOVcR SYSfEM TYPE 0.1:INSUTAT'cD,MEClIMICALLY ATTACHED ROOF COVER , ' (All areas where the existing metal panels do not lay flush on the underlying purlin sfiall havc a 0.25-inch diameter pilot hcle predrilled into the panel prior to driving the�urifn Fastener into the purlin.) Suhrtrete Insula[(nn Roof Cover MUP(psf� System No. Attachment (See Note 1) Type Attach Membrenc Fasteners _ Existing standing seom or lap seam metal One or more Standard Lap Svstem fastened 9-inch ' roof coveis having mtn.lE gauge(0.0598 Prelim. JuraLast,min. Trufast N12 Purlin Fasteners with Duro- o.c.within 3-inch wide tabs spaced -45.0 R-�' inch),50 ksi or min.12 Rauge(0.105 in.),36 layers,any attached 40 mil Last Poly-Plate combination 60-Inth o.c..along purlins ----- i��-- ksisteelpurlinsspacedmaz.120-incho.c. -:�-- '� TABLE7D:RECOVERAPPLICAT10N5 � ' SYSTEMTWEF:NON-INSUTATED,EONDEDR00FCOVER Substrate prtmer/Trea[ment Roof tover/Adheslve MDP(psfJ System No. ($ee Note 12) � Existing asphaltic root.rystem with methanically fastened and/or adh�,-c;�:!ndr.rlyi�g , R-26. components(insulatian,coverboard ur base sheei)and with ex�sting granule-surta�r �IJone Duro-Fleece Plus/Duro-Fleece CR-20(splatter applied) -I50.0 BUR or granule-surface SBS or APP modified bitumen cap sheet _ . Existing asphaltic roofrystem with adhered underlying cortipanenis(fnsulation, Duro-Fleece Plus/Duro-Fleece CR-20(splatter applied) -370.0 R-27 coverboa�d or base sheet)over monolithic deck and with existing smooth-or None t granule-surface BUR or granule-surface SBS or APP modified bitumen cap sheet . 1 1 ' EMerior Research and Design,LLG d/b/a Trinity�ERD Evaluat(on Report D9750.05.08-R6 for FL1559-R9 ' Revision 6:04/13/2015 Certificate of Authorizatton N9503 Appendfx 1,Page 20 of 20 Prepared by:Robert Nieminen,PE-59166 ' 1 1 1 1 1 ' EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 T�I�I�I 353 Christian Street, Unit 13 ' ERD o�o�d,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT ' Duro-Last Roofing,Inc. Evaluation Report D9750.05.08-R6 525 Morley Drive FL1559-R9 Saginaw,MI 48601 , Date of Issuance:05/22/2008 ' Revision 6:04/13/2015 � SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of ' construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5`h Edition(2014)Florida Building Code sections noted herein. , DESCRIPTION: Duro-Last Single Ply Roof Systems � LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurarrce Agency noted fierein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced , Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report ' relative to updated Code requirements with each Code Cycie. ADVERTISEMENT: The Evaluation Report number preceded by the words "TRirviTv�ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be cione;�it�entirety: ' INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the mantifaciu:-er ar�ts distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4,plus a 20-page Appendix. ' Prepared by: .»a,o��,�.,,,,,�— �RS� .i..:lr ��.. :�P ��:��!i. �,��:,i.",.. ;,, ��'� ��C��y3?f95`�;r� ' :'9�`�5��#`''�: RobertJ.M.Nieminen,P.E. `.+��1�'�'='�eJ;C��{�' T�efaclmfllesealappearingwasauthorfzedbyRo6ertNieminen,P.E. {��u�l` �i'a•.. �'�Qyt l`��Y" " on64/13/2015.ThisdoesnotserveasaneleNonfcallystgned ' Florida Registrotion No.59166,Florida DCA ANE1983 �'^, , document.Stgned,sealed hardwpies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinity�ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. ' 2. Exterior Research & Design, LLC. d/b/a Trinity�ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for ' which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any � project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ' 1 ' ' `T�[I'�I��Y�ERD ROOFING SYSTEMS EVALUATION: ' �.. SCOPE: � Product Category: Roofing Sub-Categary: Single Ply Roof Systems Compliance Statement: Duro-Last Single Ply Roof Systems, as produced by the Duro-Last Roofing, Inc., have demonstrated compiiance with the fallowing sections of the Fiarida Buiidi�g Code through testing in accordance with the following Standards. ' Compliance is subject to the Instal(ation Requirements and Limitations J Conditioris of Use set forth herein. 2. STANDARQS: . - Sedion Pro e Standard Year � 15043.1 Wind FM 4474. 2004 1504.3.1 W'ind UL 18�? 2004 1504.7 Impact FM 4470 1992 1507.13.2 Physical Properties ASTM a4434 2009 � 1523.6.2 Wind TAS 114 . 2412 �. REFERENCES: Enti Examination Refecenee date , ERD(TSTB049) FM 4470/4474 02733.01.05-1 Ol/21/2005 ERD{TST6449) FM 4470j4474 02737.03A5-1 Q3J21/2005 ERD(TST6d49) FM 4470/4474 02743.04.d6-Rl 06J13j2006 ERD(TST6049) FM 4470/4474 02744.05.06 OS/17/2006 , ERD(TST6Q49} FM 4470f4474 D6760.08.07 O8/Ol/2007 ERD(T�'76049} Physica)Properties 0275d.02Q8 ozlo�fzaos ERD(TST6049) FM 4470/d474 P12200.10.OS 10/14/2008 ERD(TST6049) FM 4470/4474 027G2.03.05-R2 04/01/2010 ERD(TST6044} FM 447d/447A D35320 odl2a12o11 _ � ERD(TS76049) FM 4470/a;7y � " � D42320.08.]2 08/31/2012 ERD{T5T6044} _ __ _-Physica)Properties D35210.08.11-R1 09/17/2012 ERD(TSCSC!7}'--"`�� FM 447d/4474 D4166QSC ag1271zo�2 �--�"ERD(TST6049) FM 4470/4474 D43�J30SC 09/28/2012 `�, � -"�� ERD(TSC6Q49} FM 4470f 4474 D42390.10.12 10/03/2012 ' - ERD(TST6049) FM A470J447A D42320.S1.I2 S1J30J2012 ERD(TST6049) FM 447D/4474 D41660.11.12-R1 12/12/2012 fM Approvals(TST1867) FM 4470 2M4A8.AM 03/OS/1987 FM Approvals{TST1867j FM 4470 3YSA6.AM d3J10J1995 , FM Approvals(TST1867) FM 4470 4D6A4.AM 08/09/1999 FM Approvals(TS71867) FM 4470 1X2A7.AM O8/09/1999 FM Approvals{TSl'1867� FM 4470 3�05604 03f 13J2404 FM Approvals(TST1867) FM 4470 3008342 1Oj19J20dd FM Approvals(TST1867) FM 4470 3009502 12/21/2000 � FM Approvals{TS'f1867� FM 4Q7dJ4474 3012321 07J29f2402 FM Approvals(TST1867) FM 4470 3015444 0�111/2003 FM Approvals(7ST1867) FM 4470/4474 302345$ 07/18/2006 FM Approvals{TST1867) FM 4470J4474 3026128 Q81�4f2006 � FM Approvals(TST1867) FM 4470/4474 3d26508 OSJ03J2007 FM Appravals(TST1867) FM 4470/4474 3030225 06/18/2007 FM Approvais{TS71867) FM 4470J447A 3033314 08/26/2008 FM Approvals(TS71867) FM A4�0/4474 3032172 os/12/2oa4 FM Approvals�TST1867) FM 4470/4474 3040346 07/06/2011 � FM Approvals{TST1857) fSvl 4470J4474 3040741 SO/17/2011 FM Approvats(TST1867) FM 4470j4474 3�A7477 1Oj03j2012 FM Approvals(TST1867) FM 4470/4474 3044466 11/07/2012 PRl(TST5878} FM 4470J4474 DLRI-013-02-01 O8/28/2012 PR!(TST5878} FM CG?OJ447A DLR{-Q14-02-01 4$J28J2012 � UL(TST1740) UL1897 TGIK.R10128 03/25/2002 UL,LIC.{QUA9625) Quality Control Service Contirmation Exp.08/29/2016 � E�erior Research and Design,LLC. Evaluation Report D9750.05.08-R6 � tertiftcate of Authorizaitoo#95Q3 FL1559-R9 i Revision 6:04J13J2015 � Page 2 of 4 ' � � . -. _� �_.� ` TRINITY'ERD 1 4. PRODUCT DESCRIPTION: , This Evaluation Report covers Duro-Last Single Ply Roof Systems installed in accordance with Duro-Last published installation ' instructions and the Limitations/Conditions of Use herein. ➢ Duro-Last roof cover is a nominal 40-mil(1.0 mm),50-mil(1.3 mm)or 60�mi1(1.5-mm)thick thermoplastic(PVC)roof covering having an 18 x 14 polyester fabric reinforcement composed of 840 x 1000 denier threads. ' ➢ Duro-Tuff roof cover is a nominal 50-mil(1.3 mm)or 60-mil(1.5-mm)thick thermoplastic(PVC)roof covering having an 18 x 9 polyester fabric reinforcement composed of 840 x 1000 denier threads. ➢ Duro-Fleece Plus are a nominal 50-mil(1.3 mm)or 60-mil(1.5-mm)thick thermoplastic(PVC)roof covering having an 18 x 14 � polyester fabric reinforcement composed of 840 x 1000 denier threads and a polyester fleece backing. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen,P.E.are,in any way,the Designer of Record � for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specificallyforthat purpose. 5.2 This Evaluation Report is not for use in HVHZ. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. � 5.4 For steel deck installations,foam plastic insulation shall be se,parated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 or 2603.6 apply. 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be ' in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance:vith FBC 1510. ' S.7 For mechanically attached insulation or membrane or strip-bonded insulation, the maximum desi�n pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117, RAS 137, FM LPDS 1-29 and ANSI/SPRI WDi. Assemblies ' marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall � meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum ' requirements for the system. Testing and analysis shall be in accordance with TA5105 or ANSI/SPRI FX-1. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear of� or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface � conditions exist that bring system performance into question,field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field � uplift testing in accordance with ASTM E907,FM LPDS 1-52 or TAS 124. 5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. � 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3. ' ' Exterior Research and Design,LLC. Evaluation Report D9750.05.08-R6 I Certtflcate of Authorizot/on 1f9503 FL1559-R9 t Revision 6:04/13/2035 Page 3 of 4 1 ' TRI6�1111(I ERD 6. INSTALLATION: � 6.1 Duro-Last roof covers shall be installed in accordance with Duro-Last published installation instructions, subject to the Limitations/Conditions of Use noted herein. ' 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for � determination of design wind loads. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running ' perpendicular to steel deck flutes. ' 7. BUILDING PERMIT REQUIREMEPITS: � As required by the Building Official or Authority Having Jurisdidion in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: � Contact the named QA entity for man�facturing facili:ies covered by F.A.C.Rule 61G203 QA requirements. 9. QUALITYASSURANCEENTITY: UL,LLC.—QUA9625;(414)248-6409;karen.buchmar,n@us.ul.com � - -THE 20-PAGES THAT FOLLOW FORM PART OF TH/S EVALUATlON REPORT- � _-� - � • ' _ ' � ' 1 � � ' Exterior Research and Design,LLC. Evaluation Report D9750.05.08-R6 , FL1559-R9 Certlflcote of Author(zation 119503 Revision 6:04/13/2015 ' Page 4 of 4 � -:�`w'>: � ` __- i � � -�. � � - � . � TRlNITY�ERD APPENDUS S:ATfACHMEM REitUk(iEMENR FOR WIND UPLtFf RESISTANCE � 7a61e Deck Appliptlon Type Descriptlon � Pe&e IA Wood New,Reroof(Tear-0ffj or Recover Gi Mech.Attached�nsulation,Bonded Roof Coyer 3 18 Wood New,Reroof(TearOff)or Recover G2 Mechanical3yAttached tnsulation,Piate-Bonded Ftffof Cover 4 SC Wood New,Reroof(TearOffl or Recover D Prelfm.Attached Insulation,Mech.AtWched Base Sheet,Bonded Roof.Cover 5 .� 2A Steel orCo(x. New,Reroof(Tear-0ff}or Recover B Mech.Attached Base Insu�ation,Bonded Top�nsulation,Bonded Roof Caver 5 20 Steel or Conc. New,Reroof(Tear-0ff)or Recaver C-1 Mech.Attached[nsutation,eonded Roa(Gover 6-7 2C Steel New,Reroof(Tear-0ffl or Recover G2 MechaniwllyAttached Insulation,Plate-Bqnded RoofC�ver 8 2D Steel Fiew,Reroof(Tear-Off}or ftecover D Pretim.Attached(nsulation,Mech.Attached Base Sheet,Bonded Raof Cover 9-30 3A Concrete New or fteroof{Tear-Off) A-1 Bonded inwiatlon,Banded Roo£Caver Si � 36 Conerete New,Reroof(7earOffl or Recover C-2 MechantcallyAttached Insulation,Plate-Bonded Roof Cover 12 3C Conorete New,Reroof(Tear-0ffj or Recwer D Pretim.Attached Insutatfon,Mech.Attached Base Sheet,Bonded Roof Cover 13 3D Concrete (Vew,Aeroof(Tear-OfQ F Nominsulated,6onded Roof Cover 13 RA LWIC NeworReroof(Tear-Of� A-1 Bondedlnsuletlon,BondedRoofCover 14 � 46 LWIC New or Reroof(TearvOff} E Noo-tnsulated,Mechanica��y Attached Base Sheet,Bonded Rwf Cover 15 4C LWlC New or Reroof{Tear-t?f� F Norninsulated,6onded Roof Cover 15 SA CWF New or Reroof(TearvO(fl A-1 Bonded Insulation,Bonded Roof Cover 16 SB CWF New or Reroof(Tear-Off) D Prelim.Attached�nsu�atlon,Mech.Attached Base Sheet,Bonded Roof Cover 16 � 5A Gypsum Reroof(7ear-0ifj A-1 &snded InsuWtEon,Bonded Roof Cover I] 6B Gypaum Reroof(Tear-Offl D Prelim.Attached Insulation,Mech.Attached Base Sheet,8onded Roof tover 17 7A Various Recover A-1 Bonded�nsufatlon,Bonded Roof Crner 18 78 Steel Recover G2 MechanicallyAttachedlnsu(atioqPtate-6ondedRoofCover 14 7C Steel Recaver D Insulated,Meehan(callyAttachedRoofCover 20 � >D Various Recover F Noo-�nSuiated,Bonded Roof Cover 20 The foltow[ng notes appty to the systems outitned heretn: 1. The roof system evaluatlon hereln pertains to above�deok roof wmponents. Roof decks and struetura!members shaii be!n accordance witb FBC requtrements ta ihe satEsfactian of the A}tJ.Laad resisq�ce of the roof deck sha�l be documented through proper codffied and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates forinsutation attachment shall be as fottows.Fasteners sfiatl be of sufficient tength for tfie foltowing engagements: � A Wood Deck: Duro-last#14 HD Fasteners and Duro-Last 3-Ineh MeW I Plates.Min.Y.-fnch plywood penetration or minfmum 1-(nch wood plank embedment, ➢ Steet Deck: Duro-Last#14 HD or#25 EMra HeaW Duty Drilt Point Fasteners and Duro-Last 3-inch Metal Plates.Minimum'/.-inch steel penetratton,engage the top flute of the s[eel deck A Concrete Deck: Duro-Last#14 HD Fasteners,DuraLart Concrete Screws or Duro-Last Fluted Concrate Nalls and Duro-Lasi 3-inch Meta!Plates.Minlmum 1-Inch em6edment fasxe�rs insWlled with a pilot hole in accordance with the fastener manufacturers pubtished(nstal(ation instructions. 3. Unless otherwise noted,tnsalaUon may be any one tayer or combinattan of pofyisacyanarate,polystyrene,woad flberboard,perlke or gyAsum-based roof board that meets the�A requirementr of F.A.C.Rute and ts � documented as meettng FBC 1505.1 and,forfoam plastic,FBC Chapter 26,when installed with the roof cover. 4. Mfnimum 200 psfi,mi�imum 2-Fnch thtok Iighhveigfit insutating concrete may 6e substituted for,or tnstafled below the rigid insutation board for System Type D(mechanically attached membrane},whereby the membrane fastenen are installed through the LWIC to engage the structu2l steel or concrete deck.The struetural deck shall be of equal or greater configueation to tbe steel and cancrete deck Hrtings. Roof decks and structurat members sfiatt be in accordance with FSC reguirements to the satisfaetion of the AW. Load resistance of the roof deck shall be documented through proper codified and/ar FBC Approval � documentatfon Fxter(or Researeh and�estgn,LLC d/b(a Trinftyf ERD Evaluatto�Report D9750A5.08-R6 for f11554-R4 Certifieate of Authorization#9503 Revisfon 6:04/13/2015 Preparedby;Ro6ertNteminen,PE-59166 Appendix2,pageSof20 � ,� i � 1 � 1 � � � � TF�.INITY�ERD � 5. Preliminary insulatfon attachmenf for System Type D=Minimnm faur fastenen per 4 x 8 ft board or minimam hvo fasteners per 4 x 4 ft board. 6, Unleu otherwise nated,insulation adhesive applicatipn ratns are as follows.Ribbon or bead width is at the time of applicarion,the ribbons/beads shall expand as noted in the manufaMurer's pu6lished instructionx. � ➢ Hot Asphali(HA}: FuII mapping,2530 @sJsquare. ➢ Ashland Pliodeck: Continuous Y.to Y.-ineh wide ribbon�,12-inch o.c.Ribbons forsubsequent layer(s)shall be run perpendicularto those forthe underlying layer. A Dow Insta-Siik: Con!inuous'/.to 1-inch wide ri66ons,12-inch o.c. ➢ 3M CR-20: Continuous 2'h to 3%-inch ribbons,l2-inch o.c. ➢ OlyBond Clasxir. Continuous Y-inch ribbons,l2-inch o.c.or fult<overage A Nute:Whenmultiplelayen(s/oJlnsulotiona�d/orcoverboarderelnsia!!edln�ibbqn-app/iedadhestve,adhesiverlbbonsshal/besmggeredfromlayer-ta-layeradtstonceojone-ha/jtheri66onspacing. ' ➢ Nate:Tbe maximum edge disronce from the adhesive ribbpn to the edge of the inxulotlon board sha11 be notless than one-half the specifred ribbpns spacing, 7. Unleu othervtise noted,all i�snlations are flat stock or taper board of the minimum thickness noted.Tapered poSyisacyanurate at the following thickness timitaticns may be substituted wfth the following Maximum Design Pressure(MDP�Ilmftations. In no case shall these values be used to'increase'tha MDP Ilstings in the tables;rather ff MDP listfng below meets or exteeds that listed for a particular system In the tables,then the thinner board iisted below may be used as a drop-in for the equivalent th{cker materta!Iisted in the table: ➢ 3M CR-20: MDP -117.5 psf {Mfn.1.0-inch thick) � 8. Bonded polylsocyanura[e insulation boards sha11 be maximum 4 x 4 ft. 9. For mechanicatty attaehed campaneirts or partially bonded insulatlon,the mar�imum design pressure far the selected assembiy shait meet or exteed the Zone i design pressure determ(ned ta accordance with fBG Chapter 16,and Zones 2 and 3 shall emqloy an attachment densiry designed by a qualified�design professional to resist Lhe elevated pressure criteria. Gommonly used metfiods are RAS 117,FM LPDS 1-29 and ANSfJSPRI Wpi.Assemblies marked with an asterisk"carrythe(3mitations setforth in Sectbn 2.2.1.5.1(a}af FM L?Q51-29 forZone 2/3 enhancemeats. 10. Por assemblies with all components fully bonded i�place,the maximum design pressure tor the selected assembly shall meet or exceed critical design pressure determtned in accordance with FBC Chapter 16,and no � rattonal analysis is permitted. � � 11. Far mechanicalty attached camponents aver existing decks,fasteners shait be tested in the existing deck tor withdrawai resisWnce. A qualified design profesionai shalt review the data for comparison to the minfmum requirementsforthe system.Testing shall be fn atcordance with TAS 105 orAN51/SpRI FX-1. 12. For exisking substrates in a bonded recover or re-roaf instaltation,the existing roof surface or existing roof deck sfiall be examined for mmpatibitity and bond performance with the selected adhesive,and the exisYing raof system(for recover)shall be wpable of res(sting proJeM desiga pressures on its own merit to the setisfaction of the AHJ,as dxumented through fleld uplift tesdng in accordance with ASTM E907,FM LPD51-52 ' or ANSt/SPRI IA-1. 13. ForSystem Type D,steel deck applications,the roof inembrane shaH be run with its length perpeodicular to the steei deck flutes. 14. For Recaver Appllcations using System Type D,the InsulaUon ts optional. Altematively,DensDeck,DensDeek Prime,SECUROCK Gypsum-Fi6er Roof Bpard,SECUROCK Glass-Mat Roof Board,DuraBlue"',Duro- Weave'",Duro-Cast GeoteMile Slip Sheet,Duro•Fold""or Ultra•Fold�TPM may be used as a separation Iayer $oard prodtxts stroutd be preliminarily attached prior to raof mver in¢tallation.The euisting roof system shall be suitable fora reoover applicadon.7he separator camponent shall be dowmented as meedng FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed wfth the roof cover in Recover appliwtions. � i5. For adhered membrane systems,side laps shall be m(nfmum 3-inch wide sealed with mfn.1.5-Inch heat weld. Membrane adhesive appiicat(on rates are as follows: Membrane Adhestve Aaptiqtion Rate Duro-Last Duro-Last56l Contact 1.5ga1/sq/surface Duro-Last Duro-LastSBN ConWct 1.67galJsqjsurface Duro-last Duro-tastWBi ConWct OSgalfsq(suhace � DuraLast Duro-Last W611 Substrate only 0.7 gal/sq. 6uro-Fleeca Plus Duro-Laat WB It Subsirate oniy 1.�gaifsq. Duro-Fleece Plus Duro-Fleece Adhesive Substrete only ConHnuous Y.-inch wide ribbons,6-inch o.c. puro-F�eece Plus puro-Fleece CR-20 Membrane Adhesive Substrate oniy Spatter-applied,full coverage per Duro-Last instructions � 15. "MDP"=Maximum Design Pressure is the resuEt of testing for wind toad res(stance based on aitowabie wind Cpads.Refet to fBC 1609 for determtrtatfan of des(gn wind pressures. Fxtecior Research a�Destgn,LLG dJbfa TdnirylERD Evaluation Repart D9750.05A8-R6 for FL3559-R9 , Certificate of Authorixatton p9503 Revision 6:04J13/2015 Prepared by:Robert Nieminen,P£-59166 Appendix 1,Page 2 of 20 � , � � � , � ' . , ' , � TRINIIY I ERD 1 TABLE]A:WOOD DECKS-NEW CONSfFtUCTION,REROOF(T¢an-0rF)oe RECOVER SYSTEMTYPEC-1:MECHANICALLYATTACHEDINSULATION,BONDEDROOFCOVER System Deck(See Nate 1) Base Insulation Layer Top Insulation Wyer Roof Cover/Adhes(ve MDP(psfJ No. Type Fasteners. Attach� � W_1 Min.2-tnchT&Glumberormin.Y.- (Optional)Oneormore Min.0.25-fnchDensDeckorDensDeck fnch exterforgrade plyvrood layers,anycombination Prime See Note 2 1 per2.6!k' Duro-Last/SB I or WB II -30.0' W Z Min.2-inch T&G lumber ar min.Y.- (Optional)One or more Min.i5-inch DensDeck or DensDeck inch eMeriorgrade plywood layers,anycombinatfon Prime See Note 2 1 per3.2 ft2 Duro-Last/5B I or WB II 30.0• � W_3 Min.24nchT&Glumberormin.Y.- (Optianal)Oneormore Min.S/S-inchDensDeckorDensDeck — �--� inch exteriorgrade plywood layers,anycombinatfon Prime See Note 2 1 per4-ft' Duro-Last/SB I or WB II �30.C" W� Mfn.2-fnchT&G lumberor mfn.Y.- (Optional�One or more Min.1.5-inch ACFoam II,Duro-Guard Iw - inch extertor g2de plywood layers,any combinatlon I I-A � See Note 2 1 per 2 ft' Uuro-La�[�'WB I -45.0• W_5 Mfn.2-fnch7&G lumberor mfn.'/.- (Optional)One or more Min.1.5-inch ACFoam II,Duro-Guard Iso ' inch eMertor grade plywood layers,any combination II-A orACFoam III,Duro-Guard I.<^!11-A 're Note 2 � 1 per 4 ftt Duro-Last/SB I -45.0• ',�� W 6 Min.2-inch T&G lumber or min.Y.- (Optional)One or more � Min.1.�-inch AtFoam III,Duro-Guard � inch ezterfor grade plywood layers,any cambination Iw Iil-q See Note 2 1 per4 ft' Duro-Last/WB I -05.0' W_� Min.2-inch T&G Iumber or min.Y.- (Optional)One or more Min.0.25-inch DensDeck or DensDeck fnch eMerlorgrede plywood layers,anycombination Prime See Note 2 1 per2 ft= Duro•Last/5B I or WB II -45.0• � � � � ' EMerior Researeh and Design,LLC d/b/a Trtnity�ERD Evaluatfan Report D9750.05.08-R6 for FL3559-R9 Certificate of Authorization i19503 Revision 6:04/13/2015 Prepared 6y:Robert Nieminen,PE-59166 Appendix 1,Page 3 of 20 r. � _ � � � � � � � � T6iINITY�ERD � 7ABLe 16:WOOD DECKS-NEW CONSfAUCiION,REROOF(Tenn-ArF)on RECOVER � SYS7EltOSYP£t-2:MEi'HANICAtlYATTACHEDSNSU[A7iOtd,PEATESOhtDEDROOFCOVER System Deck Attach �MDP No. InsulatlonLayer RoofCoverjAttach �� (See Nate 1� Fa;teners Oensity Min.19/3?•inch (Optlonal)One or more Auro-last N14 HD Duro-Last(min.60 milj bonded to � Fastenera 12-inch o.e.in rows spaced 72-inah o.a posiY(ored atop woad �Duro-@ood 1302 or 1306 Plates with W-B. piywood at max. Iayers,any somb�nation; with Dnto-Bond -37.5 24-inch spaas prelimtnarily attathed Plate 1302 ar 1306 trusses;minimum 0.9-inch fastener embedment into trusses RhinoBond Portable Plate Bonding Tpoto�Centrixinduction Welder _ Mtn.19f32-inch {Optional)One or mare Duro-Last#14 HD Duro-Last(min.60 mil)bonded to Fasteners SS-inah o.c.in mws spaced 48-inch a.c.posiitoned atap wood Duro-Bond 1302 ar 1306 Ptates with y��•'•, plywood at max. layers,any combination; (with Duro-Bond -37.5 � '��-�aci:sp2ns preliminarily attached Plate 1302 or 13d6 trusses;minimum 0.9-Inch fastener embedment into trusses RhtnoBond Partable Plata Bonding Too!or Centrix Induction Wekler Min,19j32-inch' {Optionalj��;�^�more Duro-Lan#ZQ HD Duro-Last(min.60 mil)bonded to W-S0. plywood at max. layers,any combination; v.�`;!?uco-Bor.d Fasteners 12-inch o.c,in rows spaced 48-inch o.c.positioned atop wood Duro-Bond 1302 or 1346 Plates with _52.5 2A-tnch spans pre3iminariiy attached Ptate 130ic.r,3Q6 tmsses;minlmum 0.9-inch fastener embedment into trusses RhinoBond Portable Plate Bonding _ _ Tool or Centeix Induction Wetder , Min.19 32-inch Duro•Last(min.60 mil)bonded W j fOPtional)pne or more Duro-last#SQ HD Fasteners 6-fnch o.c.(o rows spased 96-tnch o.c.positioned atop wood ir�sses; Duro-Bond 1302 or 13o6 Plates wfth W-11. plywood at max. (ayers,anycamb(natio�; with Dum-Bond minimum 0.9-inch fastener emhedment into t�usses RhinaBond Pottable Plate Bondiog ��'� - 24-Inchspans preliminarilyattached Plate2302or1306 Tool or Centrix Indudion Welder ' zo— z�- �r_- � Sper2.67ft' {12 parts per4 � �' �° � � x 8 ft brd; � Duro-Last(min.40 mil)pr Duro-Tuff Min,19j32-incfi One or more Iayers,any Puro-tast#14 HD Fasteners (mtn.50 milj bonded to Duro-8ond W-12. plywood at max. combination;min.1.5- with Duro-Bond engage wood p (a� � p 1302 or 1306 Plates with RhfnoBond -60.0 24-(ncfi spans inch,rnin.16 psi Plate 1302 or 1306 trusses, PoKab(e Ptate Bonding Tooi or Centrix ' minimum 0.9- � Induction Welder incfi O O � O embedmentJ +i' zs• za'- N' Ir Sper2ft� � (16partsper4 O O O O x 8 ft brd; Duro-Wst{m(n.44 mi!)or Duro-Tuff Mfn.19/32-Inch One or more layers,any Duro-last q14 HD Fasteners p� O O' O (m(n.Sq mil)bonded to Duro•Bond W-13. p�ywood at max. oom6inatton;min.1.5- with puro-Bond engage wood sT.. 1302 or 13Q6 Plates with RhinoBand -90.0 24-inch spans inch,min.16 psl Plate 13D2 or 1306 tnuses, 4 Q � a � Portable Plate Bonding Tool or Centrix minimum0.9- y� I�ductionWetder � inch � � � � em6edment) EMedor Reseanh and Gesign,LLC d(bfa Trinity�ERD Evaluation Report D9750.05,08-R6 for FL1559-R9 � Certif(wte of Authori�tion p9503 Reviston 6:04j13f2015 Prepared 6y:Robert Nieminen,PE-54156 Appendix 1,Page 4 pf 20 � 1 � 1 1 1 I � � � ' � ERD TRINITY TABLE 1C:WOOD DECKS-NEW CONSTRUCTION,REROOF(Trnn-0FFj oa RECOVER ' SYSfEMTYPED:MECHANICALLYATTACHEDMEMBRANE System Insulation Roof Cover No. Deck(See Note 1) MDP(psfJ Type Attach Mem6rane Fasteners Attach SrnrvoaxnLavSvsrems: � - �� s ' O 4ona1 One or Duro-Last NSS EMra Heavy ' Min.19 32-fnch I ( P � SWndard Lao Svstem fastened binch o.c.withfn W,14 / p ywood at max.24- Prelim. Duro-Last,min.40 Duty Drill Point Fasteners fnch s ans more layers,any 6-fnch wide tabs spaced 57-inch o.e.Screws -52.5 P combination attached mil andDuro-Last2.4-inch /ocated2.7-lnchesfromtabedge Barbed Metal Plate DURO-ROOF LAP SYSTEMS: � � (Optional)One or Duro-Last#14 HD Duro-Roof Lao Svstem fastened 6-inch o.c. W� Min.19/32-fnch plywood at max.24 Prelim. DuraLast,min.40 fnch spans more layers,any attached mtl Fasteners wfth Duro-Last withfn binch wide tabs spaced 57-inch o.c.Tab -52.5 camhination 3-inch Metal Plates Sealer4725 at max.60 ft2/gal. - - Nominallx6—InchT&Gboard Oneormorela ers, Duro-LastplSExtraHeavy Y Duro-Roof lao Svscem fastened 6-inch o.c. ., W-16. deckfn attached er FBCSection an wmbinatlon,mfn. Prelim. Duro-Last,min.40 Duty Drill Point Fasteners g P Y Attached mil with OMG 2-3/8"Eyehook ''°�thin 6-fnch wide tabs spaced 25-inch o.c.Tab -97,5 2322.2.2 1.5-inch P�a�s Sealer4725 at max.60 ft2/gal. � TABLE 2A:SfEEL OR CONCRE7E DECXS-NEW CONSfRURION,REROOF(7ene-0rF�oa RECOVER SYSTEMTYPEB:MECHANICALLYATTACHEDBASEINSUTATION,BONDEDTOPINSULATION,BONDEDROOFCOVER System Deck Base InsulaUan Layer Top Insulation layer No. (See Note 1) Type Fasteners Attach Type Attach Roof Wver/Adhesive MDP(psfJ , Min.22 ga.,Type B, Min.2-inch ACFoam II,Duro-Guard � Min.0.25-inch SECUROCK SC-1. Grade 33 steel or Iso II-A,H-Shield,Duro-Guard Iso II- See Note 2 1 per 4 ft Gypsum-F(her Roof Board HA,Insta-Stik ar CR-20 Duro-Last/WB II -37.5' structurslconcrete HorENRGY3 Min.22 ga.,Type B, Min.2-inch ACFoam II,Duro-Guard 1 Min.0.25-Inch SECUROCK SG2, Grade 33 steel or Iso II-A,H-Shteld,Duro-Guard Iso II- See Note 2 1 per 2.67 ft Gypsum-Fiber Roof Board HA,Insta-Stik or CR-20 Duro-Last/WB II -05.0• � struetural concrete H or ENRGY 3 Min.22ga.,Type B, Min.2-inch ACFoam II,Duro-Guard SC-3. Grade 33 steel or Iso I I-A,H-Shield,Duro-Guard Iw II- See Note 2 1 per 1.33 ft= Mfn.0.25-inch SECUROCK HA,InsW-Stik or CR- Duro-Last/WB II -60,p strvctural concrete H or ENRGY 3 Gypsum-Fiber Roof Board 20,6-tnch o.c � � Exterior Research and Design,LLG d/b/a Trinity�ERD Evaluatton Repart D9750.05.08-R6 for FL3559-R9 Certificate of Authoriution#9503 Revision 6:04/13/2015 Prepared by:Robert Nteminen,PE-591fi6 Append(x 1,Page 5 of 20 r r � � � , r � � TRINIIY ERD � � TABLE 28:STEEL OR CONCRETE DECKS-NEW CONSiRUL110N,REROOF(TEna-OFF�oa RECOVER SYS?EM TYPE Gl:MECHANIChLLY ATTACHED INSUTATION,BONDED ROOF COVER ' System Top Insulation Layer Deck�See Note 1) Base Insulation Layer Roof Cover/Adhesive MDP(psfl No. Type FaSYeners Attach „DURO-LASTMEhIBRA(IEAPPLICATIdNS:�,,y�,; Min.22 ga.,Type B,Grade 33 stecl or (Gptional)One or more � Min.0.25-incn DensDeck or DensDeck z 5��, See Note 2 1 per 2.67 ft Duro-Last/58 I or WB II 30.0• structural conorete layers,any combination Prime � SC-5. Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.'h-fnch DensDeck or DensDeck Prime See Note 2 1 per 3.2 ft' Duro-Last/SB I or WB II -30.0• structural concrete layers,anycombination Min.22 ga.,Type B,Grade 33 steel ar (Optional)One or more Min.5/8-inch DensDeck or DensDeck Prime See Note 2 1 per 4 ft= Duro-Last/SB I or WB II 30.0• SC-6. �ructural concrete layers,anycombination . ' Min.22 ga.,Type 6,G2de 33 steel or (Optional)One or mcre Min.1.0-inch ACFoam II,Duro-Guard Iso II� See Note 2 1 per 2 ft3 Duro-Last/WB II -37.5• ��-�' structural concrete layers,any comb(nation A or ACFosm Recover Mfn.22 ga.,Type B,Grade 33 steel or (Optfonall One or more Min.015-inch SECUROCK Gypsum-Fi6er See Note 2 1 per 2.67 ft' Duro-Last/WB II 37.5• SC-S. rtructural concrete layPrs,any combination Rocf 8oard SC-9. Mfn.22 ga.,Type B,G2de 33 steel or .(Optfonal)One or more MIn.1.5-Inch ACFoam II,Duro�Guard Iso II- ,See Note 2 1 per 2 ft' Duro-Last/WB I -45•�� structurdl concrete layers,any combinatian A SC-10. Min.22 ga.,Type B,urade 33 steel or (Opttonal)One or more Min.1.5-inch ACFoam II,Duro-Guard Iso I I- �See Note 2 1 per 2 ft' Duro-Last/SB IV -45.0• structural concrete !ayers,anycom6lnatfon A Min.22 ga.,Type Fi,Grade 33 steel or (Optional)One or more Min.2-fnch ACFoam II,Duro-Guarcl Iso II-A See Note 2 1 per 4 ft= Duro-Last/5B I -45.0• SC-11. �NMural concrete layers,anycomb(nation orACFoam III,Duro-Guard Iso III•A � Min.22 ga.,Type B,Grade 33 steel or (Gptional)One or more Mln.2-Inch ACFcam III,Duro-Guard Iso III-A See Note 2 1 per 4 ft' Duro-Last/WB I -45.0• SC-12. y.�N�ural concrete layers,any combfnation One or more layers,any Mtn.22 ga.,Type B,Gradr.33 steel or �ombination,min.1.5-inch Min.0.25-inch Invinsa Roof Board See Note 2 1 per 2 ft' Duro-Last/SB IV -45.0• 5C-13. ytN�ural concrete thick ' SC-14. Mm'z2 ga.,Type B,Grade 33 steel or (Optfonalj One or mcre Mi�.0.25-inch DensDeck or DensDeck See Note 2 1 per 2 ft' Duro-Lart/SB I or WB II -45.0' structural wncrete layers,any combinatton Prime SC-15. Min.22 ga.,Type B,Grade 33 steel or (Optfonal)One or more Min.0.25-(nch SECUROCK Gypsum-Fiber See Note 2 1 per 2 ftl Duro-Last/WB II -45.0• structuralconcrete layers,anycombinatfon RoofBoard Mfn.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.5/8•inch SECUROCK Gypsum-Fiber See Note 2 1 per 4 ft' Duro-Last/WB I I -45.0• � SC-16. rtNMuralmncrete Iayers,anycombination RoofBoard Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Min.2•inch ACFoam II,Duro-Guard Iso 11-A Dekfast p15 with 1 per 2 ft3 Duro-Last/SB I -6U.0 SC-17. �Ncturel concrete layers,any combtnatlon Dekfast Hex Mfn.22 ga.,Type B,Grade 33 steel or One or more layers,any Mfn.0.25-inch SECUROCK Gypsum-Fiber � SC-18. combfnation,min.1.5-inch Roof Board See Note 2 1 per 133 ft Duro-Last/SB IV -67.5 � struc[ural concrete thltk One or more layers,any See Note 2(#15 ��19 M(n.22 ga.,Type B,Grade 33 steel or �ombinatian,min.1.5-fnch Min.0.25-inch DensDeck Prime 6ctra Heavy Duty 1 per 1.6/ft2 Duro-Last/SB IV -67•5 rtructural concrete thick only) EMerlor Research and Desfgn,LLC.d/b/a Trinity�ERD Evaluation Report D9750.05.08-R6 for FL1559-R9 � Certifiwte of Authoriutlan#9503 Revlsion 6:04/13/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 6 of 20 r � � � � ' 1 - - 1 ' � � ERD TRINIl1�' TABLE 28:STEEL OR CONCREfE DECKS-NEW CONSTRUCiION,REROOF(T¢aa-OFF�oa RECOVER ' SYSTEM TYPE Gl:MECHANICALLY AITACHED INSULAiION,BONDED ROOF COVER System Top InsulaUon Layer No. Deck(See Note 1) Bau Insulatlon Wyer Roof Cover/Adhesive NIDP(psfJ Type FasYeners Attach SC-20. Min.22 ga.,Type B,Grade 33 steel or (Optional)One or more Mtn.0.25-Inch DensDeck Dekfast ti15 with 1 per 2 ftZ � Duro-last/S81 or WB II -75.0 � structural concrete layers,any combinatian Dekfast Hex � . Min.22 ga.,Type B,G2de 33 steel or One or mcre layers,any Min.2-inch ACFoam IV,Duro-Guard Iw IV- See Note 2(q15 SC-21. �Ncturalconcrete �ombination,min.1.5-inch A ExtraHeavyDuty Sper2ft' Duro-Last/SBIV -90.0 � thick only) OMG XHD with � SC-22. Mtn.22 ga.,Type B,Grade 33 steel or (Optional)One or more Mln.15/32-fnch APA Rated,G2de B-C OMG Flat Bottom - struRural concrete la ers,an com6ination 1 per 2 ft' Duro-Last/5B I ar WBII -90.0 � y y plywood Plates(3-inch square metal)� One or more layers,arry Trufast#12 DP with '�" SC-23. M(n.22 ga.,Type B,Grade 33 steel combfnation,min.1.5-inch Min:0.5-fnch SECUROCK Gypsum Fiber Trufast 3"Metal 1 per 1 ft' Duro-Tuff/WB II -97.5 total thtckness Roof Board - Insulatton Plate ' DURO-FIFECFPLUSMEMBRANEAPPUGTIONS: , � , . . Min.1.5-inch ACFoam II,DuroGuard Iso II- Min.22 a.,T e B,Grade 33 steel or A,ACFoam III,Duro-Guard Iso III-A,H- SC-24. g YP (Optlonal)One or more Shield,Duro-Guard Iw II-H,ENRGY 3 or I50 See Note 2 1 per 2 ft' DurwFleece Plus/WB II -45.0' structuralconcrete layers,anyeombination gS+GLormfn.2-fnchACFoamlVorDuro- - , Guard Iso IV-A Min.22 ga.,Type 8,Grade 33 steel or (Optional)One or more Min.0.5-fnth DensDeck or SECUROCK SC-25. �N�ural concrete layers,any combination Gypsum-Fiber Roof Board See Note 2 1 per 2 ft= Duro-Fleece Plus/WB II -45.0• SC-26. MIn.22 ga.,Type B,Grade 33 steel or (Optional)One or more Mfn.1.5-inch ACFoam II,Duro�uard Iso II- = Duro-Fleece Plus/ structurel concrete la ers,an cam6lnation A,ACFoam III or ISO 95+GL See yote 2 1 per 2 ft -45.0•, Y Y Duro-FleeceAdhesive � SGZ� Min.22 ga.,Type 0,Grade 33 steel or (Optional)One or more M(n.0.5-fnth DensDeck See Note 2 1 per 2 ft= Duro-Fleece Plus/ -q5.0• structural wncrete layers,any combfnation Duro-Fleece Adhesive Min.22 ga.,Type B,Grdde 33 steel or (Optional)One or more SC-28. �Ntturol concrete layers,anycombfnation, MIn.0.25-fnch DensDeck Prime See Note 2 1 per133 ft' Duro•Fleece Plus/WB II -67.5 min.1.5-inch thick ' � ' Exterfor Research and Destgn,LLG d/b/a Trtnfty�ERD Evaluatfon Report D9750.05.08-R6 for FL3559-R9 Cert�cate of Authorizatfon i19503 Revfsion 6:04/13/2015 Prepared by:Robert Nfeminen,PE-59166 Appendix 1,Page 7 of 20 ' ' ' ' , , 1 ' � �f�{{�INIERD , i TABIE 2C:STEEL DECKS-NF.W CONSfRU:fIQN,REROOF(TEnx-OFF�oa RECOVER , SYSTEIvI TYPE C•2:MFCHANICALLY.O?TACIiED INSL'EATION,PLATE-BONDED ROOF COVER � i System Deck Attach RoofCover/Attarh MDP(ps� InsulaUon Layer Farteners Density No. (See Note 1� , ' Duro-Last(min.60 mil)bonded to Duro-Band Piates 1302 or Mfn.18 ga.,type B, One or more layers, Duro-Last#]5 EMra Heavy DutV Drill Point Fasteners 12-inch o.c.tn rows 1306 with RhinoBond Portable Plate BondingTool or 30.0 S-1. ��de 33 steel any combinatlon Fastenen and Duro•Bond Plates 1302 or 1306 spaced 60-ir�ch o.c. � Centrix Indudion Welder 1 per 4 ftZ Duro-Last(min.40 mil)or Duro-Tuff(min.50-mil)bonded to Min.22 ga.,type B, One or mare layen, Duro-Last 7i15 EMra Heavy Duty Drill Point (8 parts per 4 x S ft board In Duro-Bond Plates 1302 or 1306 with RhinoBond Portable 37.5 S�Z' G2de 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 24 x 24 inch grid pattern) Plate Bondtng Toal or Centrix Inductlon Welder Z Duro-Last min.40 mil bonded to Duro-Bond Plate 1302 Min.22 ga.,type B, One or more layers, Duro-Last ri15 EMra Heavy Duty Drill Point 1 per 6 ft ( � -45.0' � 5-3. ��e 33 steel any combfnation Fas[eners and Duro-Bond Pla[e].3U2 (24 x 36 inch grid pattem) wfth RhfnoBond Portable Plate Bonding Tool � Min.22 ga.,type B, One or more layers, Duro-Last NSS EMra Heavy Dnry Drill Point 1 per 6 ft' Duro-Tuff(min.60 mil)bonded to Duro-Bond Plate 1302 45 0� � S�' G2de 33 steel any combination Fas[eners and Duro-Bond Flate 1302 (24 x 36 fr.ch grid pattem) with RhfnoBond Portable Plate Bonding Tool 1 per 2.29 ft� Duro-Last(min.60 mil)bonded to Dura-Bond Plates 13G2 or ' Min.22 ga.,type B, One or more layers, Duro-Last#15 EMra Heavy Duty Ddll Polnt (14 parts per4 z 8 ft board fn 1306 with RhfnoBond Partable Plate Bonding Tool or -45.0 ' I S-5. 'Grade 33 steel any combinatfon Fasteners and Duro•8ond Platas 1302 or 1306 13 x lE inch grid pattem) Centrix Induction Welder Duro-Last(min.60 mil)bonded to Duro-Bond Plates 1302 or Min.18 ga.,type B, One or more layers, Duro-Last N15 E�Gra Heary�uty D�II Point Fanenen 6-inch o.c.In rows 1306 with RhinoBond Portable Plate Bonding Tool or -45.0 S-6. Grade 33 sieel any cambination Fasteners and Duro-Bond Plates 1302 or 130G spaced 120-inch o.c. Centrix Induction Welder ' Duro-Last(min.60 mil)bonded to Duro-Bond Piates 1302 or ' Min.18 ga.,type B, One or more layers, Duro-Wst#15 EMre Hezvy Duty Drill Pofrt Fastenen 12-inch o.c.in rows 1306 with RhinoBond Portable Plate Bonding Tool or -45.0 5��' Grdde 33 steel any combination Fasteners and Duro-Bond Plates 1302 or 1306 spaced 48-inch o.c. Centrix Induction Welder Duro-Last(min.40 mil)or Duro-Tuff(min.50•mil)bonded to Min.18 ga.,type B, One or more layers, Duro-Wst q15 EMra Heary Duty Drfll Point Fasteners 6-inch o.c.In rows Duro-Bond Plates 1302 or 1306 with RhinoBond Porta6le -52.5 S-$' Grade 33 steel any combfnation Fasteners and Duro-6cnd Plates 1302 or 1306 spaced 72-fnch o.c. Plate Bondi�g Tool or Centrix Induction Welder ' Duro-Last(min.60 mil�bonded to Duro-Bond Plates 1302 or Mtn.18 ga.,type B, One ar more layers, Duro-Last#15 E#ra Heavy Duty Drill Polnt Fas[eners binch o.c.in rows 1306 with RhinaBond Portable Plate Bonding Tooi or -52.5 S-9' Grade 33 steel any comb(nation Fasteners and Duro-Bond Pletes 1302 or 1306 spaced'lCrinch o.c. �ntrix Induction Welder Duro-Last(min.40 mll)or Duro-Tuff(mfn.50 mil)bonded to Min.18 ga.,type B, One or more layers, Duro-Last NSS Extra Heavy Duty Drfll Point Fasteners 6-inch o.e.In rows Duro-Bond Plates 1302 or 1306 with RhinoBond Portable -82.5 5-10. Grade 33 steel any combfnation Fasteners and Duro-Bond Plates 1302 or 1306 spaced 48-inch o.c. , Plate BondingTool orCentrix Induetion Welder Duro-Last(min.60 m(I)bonded to Duro-Bond Plates 1302 or Mtn.18 ga.,type B, One or more layers, Duro-Last#15 Extra Heavy Duty Drill Pofnt Fasteners 6-inch a.c.in rows 1306 wfth RhinoBond Portable Plate Bonding Toal or -82.5 5-11. Grede 33 steel any combinatfon Fasteners and Duro-Bond Plates 1302 or 1306 spaced 60-inch o.c. Centrix Induction Welder Duro-Last(min.60 mil)bonded to Duro-Bond Plates 1302 or � 5-12. Min.18 ga.,type B, One ar more layers, Duro-Last#15 Entra Heary Duty Drill Point Fasteners Ginch o.c.tn rows 1306 with RhinoBond Portable Plate Bonding Tool or -90.0 Grade 33 steel any combfnation Fasteners and Duro-Bond Plates 1302 or 1306 spaced 48•Inch o.e. Ce�trix Induction Welder [MeriorResearchandDesign,LLGd/b/aTrintty�ERD EvaluatlonReportD9750.05.08-R6forFL1559-R9 ' Certificate of Authorizatfon#9503 Revlslon 6:04/13/2015 Appendix 1,Page 8 of 20 Prepared by:Ro6ert Nfeminen,PE-59166 ' ' 1 ' , I ' � ' 1 , TRINITY I ERD TABLE 2D:STEEL DECKS-NEW CONSfRULTION,REROOF(Trna-0FF)oa RECOVER � . SYSTEM TVPE D:MECHANICALLY ATfACHED MEMBRANE System Deck(See Note 1) ��sulation Roof Cover MDP No. Type Attach Membrane Fasteners Attach (P� $TANDA0.DLAPSYSTEMS: ' � ' � ' , Duro-WstplS E#ra Heavy Min.22 ga.,Type B, One or more layers,any Prelim. Duro-Last,min. Standard Lao Svstem fastened 12-inch o.c.within 5.75-inch 5-13. Duty Drill Potnt Fastener with 37.5 Grade 33 steel combinatfon,min.1.5-inch attach 40 mil Duro-Wst Cleat Plate ° wide ta6s spaced 120-inch o.e. Duro-Last#15 E#ra Heavy Min.18 ga.,Type B, One or more layers,any Prelim. Duro-Last,mfn. Standard Lao Svstem fastened 9-Inch o.c.within 3-fnch wide 5-14. Grdde 33 steel combination,min.1.5•Inch attach 40 mtl Duty Drill Pofnt Fastener with �bs spaced 60-fnch o.e. �15.0 1 Duro-Last Poty-Plate - One or more layers,any Mfn.22 ga.,Type B, Duro-Last p15 Extra Heavy Standard Lao Svstem fastened 12-inch o.c,within 4-inch 5-15. Grade 33 steel at max.6 �ombfnation,mfn.1.5-inch Prelim. Duro-Tuff,min. Dury Drill Point Fasteners wide laps with m1n.1.5-inch wide welds spaced S16Inch -45.0 ft spans total thfckness,mfn.16-psi attach 50 mil �y�th Duro-Last Cleat Plates o.c. � top layer Min.22 ga.,type B, Duro-last p15 Extra Heavy , 5-16. Grade SO steel at max.6 One ar more layers,any Prelim: Duro-Last,mfn. Duty Drill Point Fasteners Standard Lao Svstem fastened 6-inch o.a withir.°-tnch wide-� ' ---" ` combfnation,min.1.5-inch attach 40 mil ' wfth Duro-Last 2.4-Inch tabs spaced 84-inch�.c.!_. ��~ �'�� ftspans Barbed MeWI Plates .,� - 'Durto-RooFUwSrsrems: • �- - -_ Mfn.22ga.,Type B, One or more layers,any Prelim. Duro-Last,min. Duro-Lastkl5 EMrd Heavy Duro-Roof lao Svstem fastened 12-inch o.c.wfthin 5.75- , 5-17 Duty Drill Point Fastener with inch wide tabs spaced 120.inch o.c.Tab Sealer4725 at max. �5.0 Grade 33 steel combinatfon,min.1.5-inch attach 40 mil Duro-Last Cleat Plate 60 ft2/gal. Min.22 a., e B, Duro-Last#15 EMra Heavy B NP Duro-Roof Lao Svstem fastened 12-inch o.c.within 6-fnch 5-18. Grade 80 steel at max.6 One or more layers,any Prelim. Duro-Wst,mfn. Duty Drill Point Fasteners �yide tabs spaced 57-inch o.c.Tab Sealer4725 at max.60 -52.5 ftspans combination,min.1.5-inch attach 40 mil with Duro-Last3-inch Metal ft2/gal. , Plates Min.22 ga.,type B, Duro-Last p35 EMrd Heavy Duro-Roof Lao Svstem fartened 12-fnch o.a within 5.75- One or more layers,any Prelim. Duro-Last,min. 5-19. Grade 80 steel at max.6 Duty Drill Point Fastener with Inch wide tabs spaced 84-fnch o.c.Tab Sealer4725 at max. -52.5 ft s ans combination,min.1.5-inch attach 40 mil P Duro-LastCleatPlate 60ft2/gal. Min.22 ga.,type B, Duro-Last p15 Ez[ra Heavy. Duro-Roof Lao Svstem fastened 12-inch o.c.within 5.75- ' One or more layers,any Prelim. Duro-Last,min. 5-20. Grade 80 steel at max.6 Duty Drill Point Fastener wfth inch wlde tabs spaced 57-inch o.c.Tab Sealer4725 at max -67.5 ft s ans �ambination,mfn.1.5-inch attach 40 mil P Duro-Last Cleat Plate 60 ft2/gal. Min.22 ga.,type B, Duro-Lart p35 Extra Heavy DuraRoof Lao Svstem fastened 6-inch o.c.wfthin 3-inch One or more layer;arry Prelim. Duro-Last,mtn. 5-21. Grade 80 steel at max.6 Duty Drill Polnt Fastener with wide tabs spaced 60.inch o.c.Tab Sealer4725 at maz.60 -67.5 fts ans �om6lnation,min.1.5-fnch attach 40 mil P Duro-WstBatte�Bar ft2/gal. , Mtn.22 a., e B, Duro-Last#15 Extra Heavy � h'P Duro-Roof lao Svstem fastened 6-fnch o.c.within 6-inch 5-22. Grade 80 steel at max.6 One or more layers,any Prelim. Duro-Last,min. Duty Drill Paint Fasteners �yide tabs spaced 120-inch o.c.Tab Sealer4725 at max.60 -62.5 ft spans �ombination,min.1.5-inch attach 40 mfl with Duralast 3-Inch Metal �gal. Plates ' EMerlor Research and Design,LLC.d/b/a Trinity�ERD Evaluatfan Report D9750.05.08-R6 for FL3559-R9 Certfficate of Author(zatlon#9503 Revision 6:04/13/2015 Prepared by:Robert Nieminen,PE-59166 Appendtx 1,Page 9 of 20 � � � t ' ' 1 ' � '�"��N ERD , � TABLE 2D:S7EEL DECKS-NEW CONSTRUC710N,REROOF(Tene-OFF)oa RECOVER SY57EMTYPED:MECNANICALLYATTACHEDMEMBRANE � System , Insulation _ Roof Cover MDP(psf� No. Deck(See Note 1� Type � Attach Membrar.e Fasteners Attath Min.22 ga.,type B, Duro-Las!#15 Ex4ra�Heavy Duro-f:oof Laa Svstem fastened 6-inch o.c.within 5.75•inch One or mure layers,any Prelim. Duro-Last,min. Du Drill Paint Fastener with wide tabs spaced 120-inch o.c.Tab Sealer4725 at max.60 -82.5 5-23. Grade 80 steel at max.6 h' ft spans - combination,min.1.5-inch attach AO rnil Duro-Last Cleat Plate ft2/gal. ' Mfn.22 ga.,type B, One or more layers,any Prelim. Duro-Last,min. Duro-Last#15 EMra Heavy Duro-Roof Lao Svstem fastened 6-inch o.c.within 5.75-fnch 5-24. Grade SO steel at max.6 Duty Drill Point Fastener with wide tabs spaced 84-inch o.c.Tab Sealer 4725 at max.60 -97.5 ftspans combfnation,min.1.5-inch attach 40.inil Duro-LartCleatPlate ft2/gal. Min.22 ga.,rype B, Or,e or more layers,any Prelim. Duro-Last,mtn.;� "Duro-Lart#15 EM2 Heavy Duro-Roof Lao Svstem fastened 6-inch o.c.wfthtn 5.75-inch 5-25. Grade SO steel at max.6 Uuty Drill Point Fastener with wtde tabs spaced 57-inch o.c.Tab Sealer 4725 at max.60 -135.0 ' �, " ft spans combination,min.1.5-inch attach 40 mil Duro-Last Cleat Plate ft2/gal. Mfn.22 ga.,type B;�I ,- Duro-Last p15 EMra Heavy Duro-Roof Lap Svstem fastened 6-inch o.c.withln&inch 5-26. Grade 80 steel at max.6 One or mo�e layers,any Prelim. Duro-Las[,min. Duty Drill Point Fasteners Wide tabs spaced 25-inch o.c.Tab Sealer4725 at max.60 -1425 --� __ ft spans combinatfon,min.1.5-Inch attach 40 mil with OMG 23/8"Eyehook ft2/gal. i � i . _ ---- Plates ' ' .. 1 ' � Exterior Research and Des(gn,LLG d/b/a Trinity�ERD Evaluatfon Report D9750.05.08-R6 for FLS55&R9 ' Certificate of Authorfzation#9503 Revlslon 6:04/13/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page SO of 20 � ' � , , , ` ' 1 ' 1 - - � . . TRINI�IY I ERD TABLE 3A:CONCRETE DECKS-NEW CONSTRUCTION oa REROOF(T¢ae-0rr) ' ` SYSfEM TYPE Ml:BONDED INSUlAT10N,BONDED ROOFCOVER - - � � System Deck Base Insulatlon Layer Top Insulation U;ar- - MDP No. (See Note 1) Type . Attach Type Attach Roof Cover/Adhesive �� , C-1. Min.2,500 psf (Optional)Mfn.1.5-Inch ACFoam II, Pltodeck,Insta- MIn.0.25-Inch DensDeck /��/ Plfodeck,Insta-Stickor CR- Duro-Last/WB I 37.5 concrete DuroGuardlsoll-A StickorCR-20 0 20 �Z - MIn.2,500 psi Mtn.SS-tnch ACFoam II,Duro{�uard Iso Hot asphalt (Optional)Additi.�a��dyers of base Hot asphalt Duro-Lan/S81 or WB II -45.0 concrete II-A Insulation / �3 Min.2,500 psi MIn.1.5-inch ACFoam II,DuroGuard Iso Pliodeck,InsW- (Optio��alS'/:Cditional layers of base Pliodeck,Insta-Stick or CR- , contrete II-A _ StickorCR-20 insulat:rn — Zp _ Duro-Last/SBIorW811 -05.0 �� Min.2,SOPpsI MIn.1S-inch ACFoam II,Duro6uard Isa �H ional Additional la en of bose Z.—i-�--� contrete II-A -� ' MbYasphak ��• � � Y 4otasohalt -�ui��-_�rt/iVt31 - -�^;�,9. �, insulation —_ __ _ , C-5. Mfn.2,500psf Min.1.5-InchACFoamIl,Duro1',uarcllw P�ioder!c,in•.•a- * (Optional)Additfonallayersafbase Pliodeck,lnsta-StickorCR- I concrete II-A StM_RorGit-20 Insulatfon �� Duro-Last/WBI -82.5 ' �� Min.2,500psi Mfn.2tinch15095+GL '`I Plfodeck MIn.0.25-InchSECUROqCGypsum-Fiber - concrete Roof Board Pliodeck Duro-Last/WB II -217,5 Min.2 00 si Min.SS-Inch ACFoam II,D��o-Guard Iw C-7• 'S P II-A,H-Shfeld.Dur:rG�ard Iso II-H or HA,Insta-Stik or Mfn.0.25-inch SECUROCK Gypsum-Fiber HA,Insta-Stik orCR-20 Duro-Last/W811 -2475 concrete ENRGY3 CR-20 RoofBoard ' Min.2,�500 psi Min.0.75-(nch,min.1.0 pcf,FM t . � « ^�� -$� Approved,ASTM 678 expanded CR-20 M n,�v=tnch_��.,,,,.-y�„ur�-;iber- �Ck-Z0� Duro-Last/WB II -247,5 concrete Roof Board polysryrene _ ' ' Min.2,500 psi Mfn.OJS-fnch,mir.,1.0 pcf-''•,;`--` �— -- ___ _� ___ ' �'9• AppmV.d,A;Tir"�l'S78 expanded CR-20 MIn.0.25-Inch SECUROCK Gypsum-Fiber CR-20 Duro-Tuff/WB II -255.0 _—�-�- concrete �.Poly�tyrene Roof Board C-30. Mfn.2,500 psi Min.1S-fnch ACFoam II,Duro�uard Iso OI Bond Classic Mfn.0.25-fnch SECUROCK Gypsum-Fiber concrete II-A,H-Shfeld,Duro-Guard Iso II-H y Roof Board OlyBond Clauic Duro-Tuff/WB II -457.5 i - 1 1 Exterlor Research and Design,LLC.d/b/a Triniry�ERD Evaluation Report D9750.05.08•R6 for FL1559-R9 Certiflwte of Authorization#9503 Revision 6:04/13/2035 Prepared by:Robert Nfeminen,PE-59166 Appendfz 1,Page 11 of 20 � ' ' ' , ' i 1 ' ' , ' TRII`�l�TY y ERD , TABLE 38:CONCRETE DECKS-NEW CONSfRUCTION,REROOF(Trne-Oc�)oa RECOVER � SYSTEMTYPEG2:MECHANICALLYATTACHEDINSULATION,PL4TE-BONDEDROOPCOVER ' � � Attach MDP System �e� Insulatlon Layer ��`- �� _Roof Cover/Attach (� I Ro. (See Note 1� �;\eners Density �+� �:th Duro- Duro-Last(min.60 mil)bonded to Duro-Bond 1302 or 1306 Plates with _37.5 C-il. ��'n.'<,500 psl One or more laye�s,any Duro-Last Nl•'i�. = — 12 x 60-inch RhinoBond Portable Plafe Bonding Tool or Centrix Indudion Welder � concrete com6ination Bond Plate 130� �2?�" Min.2,SOQ p:f One or more layers,any Duro-last#14 HD with��`' Duro-Last(min.60 mil)bonded to Duro-Bond 1302 or 1306 Plates with _37.5 - C-12. 12 x 48-inch RhinoBond Portable Plate Bonding Tool or Centrix Indudion Welder cancrete combfnation Bond Plate 1302 or 1306 �'__ Duro-Last(min.40 mil)or Duro Tuff(min.50 mil)bonded to Duro- C;13. Min.2,500 psi One or more layers,any Duro-Last k14 HD with Duro- ��;,r 6p-inch Bond 1302 or 1306 Plates with RhinoBond Porta6le Piate BondingTool -45.0 � cancrete com6ination Bond Plate 130�c;:306 , or Centrix Induction Welder . - � ' __ —' �- � ti�—,�-- ,. � -�� ' � - " Duro-Last(mfn.40 miI)or Duro Tuff(min.50-mil)honded to Duro- � i `�—�r' �cl�;c�re I�7ers,gi;v.��–auro'-Last N14 HD with Duro- `F Bond 1302 or 1306 Plates with RhinoBond Portable Plate Bonding Tooi -52.5 Mm.2,5Gd�>=i .ii: .— — 6 x 48-.^: -' - Gl4' concrete c�m�iieir�i. BondPlate1302or1306 � . orCentrixlnductionWelder 3 Duro-Last mfn.40 mil)bonded to Duro-Bond 1306 Plates with Centriz _52.5 �� Min.2,500 psi One or more layers,any Duro-Last#14 HD with Duro- 1 per 2.67 ft . �,�duction Welder , toncrete combination Bond Plate 1306 (12 parts per 4 z£ft board) Min.7,500 pst One or more layers,any Duro-Lart k14 HD wlth Duro- 1 per 2.67 ft' Duro-:ast(min.40 mil)bonded ta Duro-Bond 1302 Plates with -52.5 C-16. Bond Plate 1302 (12 parts per4 x 8 ft board) RhlnoBon!Portable Plate Bondfng Tool concrete combination _ � 1 er 2.67 ftl Duro-Tuff,min.6U i.:�!bo.:�=a t�Duro-Bond 1302 Plates with -52.5 C-17 Min.2,500 psi One or more,layers,-a'ny Duro-Last#]4 HD with Duro- P RhinoBond Portable Plate Bonding Tool or Centrixlnduction Welder ' concrete com6ination Bond Plate 1302 (12 parts per 4 x S ft board) �i n i rh n,,._ 1 per 2.67 ft' Duro-Tuff,min.60 mil,bonded to Duro-Bond 1302 Plates with -52.5 ' " C-18. Min.2,500 psi One or more layers,any 1'D��o-�y�c.:_,:,D:^i RhinoBond Portable Plate Bonding Tool cancrete combinatir.n/ BondPlate1306 (12partsper4xtti�b;��rd) . _�.., -- - ._ � -52.5 One•or more layers,any Duro-Last#14 HD with Duro- 1 per 2 ft2 Dur�'�!"'�!��^��)bonded to Duro-Bond 1302 or 1306 Plates with � Min.�,�u0 psi �- gand Plate 1302 or 1306 (16 parts per 4 x 8 ft board) RhinoBond Portahle Pls:�F^'dingToal or Centrix Induction Welder � ' ��'9' concrete combination _ ' ' Evaluation Report D9750.05.08-R6 for FL3559-R Exterior Research and Design,LLG d/b/a Trinity�ERD Revision 6:04/13/20 Certiflcate of Authorization#9503 Appendiz 1,Page 12 of 2 Prepared by:Robert Nleminen,PE-59166 ' ' ' I 1 ' ' ' ' ' ' . ' TRINITY I ERD ' TABLE3C:CONCRETEDECKS-NEWCONSfRUCTION,RER00F(Teart•OFF�oaRECOVER -� ' SYSfEMTYPED:MECHAN�CALLYATTACHEDMEMBRANE System Deck Insulation RoofCover No. MDP (See Note 1) Type Attach Membrane Farteners Attach � : (ps� ' STIWDARDLAPSYSTEMS: . . . _ �_Z� Min.2,500 psi (Optional)One or more Prelim. Duro-Last,min.40 Duro-Last p14 HD Fasteners with SWndard Lao Svstem fastened 9-inch o.c.within 3-inch wide structural wncrete layers,any combtnation attached mil Duro-Last Cleat Plates tabs spaced 60-inch o.c. 37.5 Min.2,500 psf (Optional)One or more Prelim. Duro-Last,mtn.40 Duro-Last Concrete Screws t114 or C-21. Duro-Last Concrete Nails wfth Duro- Standard Lao Svstem fastened Einch o.c:within 3tinch wide ' structural wncrete layers,anycombinatfan attached mfl tabs apaced 84-fnch o.c. '�•� Last 2.4-fnch Barbed Metal Plates �UNO-ROOFU4PSYSTEMS. � � " GZZ Mfn.2,500 psf (Optional)One or more Prelim. Duro-Last,mtn.60, Duro-Last#14 HD Fasteners wfth Duro-Roof l.�ri Svstem fastened 6-inch'o.e.within binch wide - strvctural mncrete layers,any combination attached mil Duro-Last Cleat Plates tabs spaced 120-inch o.c.Tab Sealer4725 at max 60 ft2/gal. -37.5 , Min.2,500 psi (Optional)One or more Prellm. Duro-Last,min.40 Duro-Last Concrete Screws q14 or C-23. Duro-Last Concrete Na(Is with Duro- Duro-Roof Lao Svstem fastened 12-tnch o.c.within 6-tnch wide structural conerete layers,any cambination attached mil tabs spaced 57-fnch o.c.Tab Sealer4725 at max.60 ft2 al. -52.5 Last 3-inch Metal Plates /6 Min.2,500 psi (Opttonal)One or more Prelfm. Duro-Wst,mfn.40 Duro-Last Concrete Screws p14 or -. C-24. Duro-Last Concrete Nails with Duro- Duro-Roof lao Svstem fastened binch o.c.withfn 3-inch wide structuralconcrete layers,anycombination attached mil tabsspaced60-incho.c.TabSealer4725atmax.60ft2 al. -67.5 Last Batten Bar /g - Min.2,500 psf (Optional)One or more Prelim. Duro-last,mfn.40 Duro-Last Concrete Screws k14 or �� Duro-Last Concrete Nails with Duro- Duro-Roof Lao Svstem fastened 6-Inch o.a within Ginch wide . - structural concrete layers,anycombtnation attached mfl, tabs spaced 120-inch o.c.Tab Sealer4725 at maz.60 ft2 al. �82'S Last 3-Inch Metal Plates /� MIn.2,500 pst (Optional)One or more� Prelim. Duro-Last,min.40 Duro-Last Concrete Screws p14 or ' , G26. - Duro-Last Concrete Nails with ITW Duro-Roof lao Svstem fastened 6-inch o.c within 6�inch wtde structural concrete layers,any combination attached mfl tabs spaced 25-(nch o.c.Tab Sealer 4725 at max.60 ft2 a�, '142.5 Buildex 23/8"Eyehook Plates /B TABLE 3D:NEW CONS1ftUCTION oe REROOF(TEnrt-OFF�-CONCREfE DECXS , SY57EM TYPE F:NON-INSULATED,BONDED ROOF COVER System No. Deck(See Note 3) Roof Cover/Adhesfve MDP(psf) C-27• Structural concrete Duro-Fleece Plus/Duro-Fleece WB II Adhesive -6/3.0 �-Z$• Structural concrete Duro-Fleece Plus/Duro-Fleece CR-20(splatter applied) ' -1,025.0 ' Exterior Research and Destgn,LLG d/b/a Trinity�ERD Certiflwte of Authorization#9503 Evaluatfon Repart D9750.05.08-R6 for FL7553R9 Prepared by:Robert Ntemfnen,PE-59166 Rev(ston 6:04/13/2015 Appendix 1,Page 13 of 20 ' ' , � � ' ' , ' TRINI�Y�ERD , TABLE4A:LIGHTWEIGHTLONCRETEDF.CKS-NEWCONSTRUCTIONoaREROOF(TEna-OvF) SY57EMlYPEA:BONDEDiNSUTATION,BONDEDR00FC0VER ' System Deck(See Note 1� BaseJnsulation Layer Coverhoard Roof Cover P� No. RaofDedc LWC Type Attach Type Attach Mfn.200 psi,min.2-inch thick Pliodeck or ' Steel or (Optional)Mtn.1.5-inch ACFoam 11,Duro-Guard Iw Pliodeck or Min.0.25-inch Den'sDeck Duro-Last/WB I -37.5 LWG3. cellular lightweight insulatfng ��A CR-20 CR-20 Concrete �oncrete Steelor Mfn.200psf,min.1.-tnchthick ' pliodeckor (Optional)Additionallayersof Pliodeckor Duro-Last/50Ior .q5.0 �W��Z' Concrete �ellular lightweight insulating Mfn.T.S-inch ACFoam II,Duro-Guard Iso II-A �R-20 base fnsulation CR-20 WB�� concrete ' Min.200 psl,min.2-inch thick (Optional)Additional layers of plfodeck Duro-Last/WB I -82.5 LWC-3. Concrete Min.1.5-inch ACFoam II,Duro-Guard Iso II-A Pliodeck base insulatfon Elastizell. Mfn.200 si,min.2-inchthick Min.0.25-inchSECUROCK p�iodeck Duro-Last/WBII -105.0 LWG4. Concrete P Min.2-inchI5095+GL Pliodecic Gypsum-FlberRoofBoard Elastizell. Min.200 psi,min.2-Inch thick Pliodeck,6- Min.0.25-Inch SECUROCIC Pliodeck,E Duro-Last/WB II -187.5 ' LWC-5. Concretc Min.2-inch15095+GL incho.c. Gypsum-FlberRoofBoard incho.c. Elastizell. Min.200 psi,min.2-fnch thick (Optional)Additional layers of �R-20 Duro-Last/WB I -82.5 LWG6. Concrete Celcore,Elas[izell or Min.1.5-inth ACFoam II,Duro-Guard Iw II-A CR-20 base insulation Mearlcrete Min.200 psi,min.2-fnch thitk Min.1.5-inch ACFoam II,Duro-Guard Iso II-A,H- �R Zp Min.0.25-Inch SECUROCK �_�� Duro-Last/WB II -180.0 ' LWC-7 Concrete Elastizell Shfeld,Duro•Guard Im II-H or ENRGY 3 Gypsum-Fiber Roof Board Min.200 psi,mfn.2-inch thick MIn.1.5-inch ACFoam II,Dum-Guard Iso II•A,H- Min.0.25-inch SECUROCK CR-20 Duro-Last/WB II -222•5 LWC-8. Concrete �R-Z� Gypsum-Fiber Roof Board Celcore Shfeld,Duro-Guard Iso II-H or ENRGY 3 Min.200 psi,min.2-inch thick Min.1.5-inch ACFoam II,Duro-Guard Iso II-A,H- Mfn.0.25-inch SECUROCK CR-20 Duro-Lart/WB II -240.0 ' LWG9. Concreie CR-20 Mearitrete Shield,Duro-Guard Iw II-H or ENRGY3 Gypsum-Fiher Roof Board ' ' EzteriorResearchandDesign,LLGd/b/aTrinity�ERD EvaluatlonReportD9750.05.08-R6forFL1559-R9 , Revfsfon 6:04/13/2015 Certifiwte of Authorization N9503 Append(x 1,Page 14 of 20 Prepared hy:Robert Nieminen,PE-59166 ' ' ' � � ' , ' 1 ' ERD TRINITY I TABLE46:LIGHTWEIGHTCONCRE7EDECKS-NEWCONSTRUCTIONoxRER00F(TEna-Orv) � SYSTEMTYPEE:MECHANIfALLYATTACHEDBA5E5HEEf,BONDEDROOFCOVER System Dedc(See Note 1) Base Sheet RoofCover/Adheslve MDP(ps� No. Structural Deck LWC(See Note 1� Type Fasteners Attach Min.22 ga.,type B,Grede 33 Min.320 psl,min.2-inch thick Elastfzell CertainTeed Flextglas 7.5-inch o.c.at the 3•inch laps and 7.5- Duro-Fleece Pius/ , LWG30. vented steel at max.7 ft cellular Ifghtweight concrete wst with Base�Sheet,GAFGLAS Trufast FM-90 inch o.c,in one staggered row in the Duro-Fleece CR-20 -22.5 spans Zell Fibers in the m&. #75 center of the sheet (splatter applied) Min.22 ga.,type B,Grade 33 Mfn.380 psi,min.2-inch thick Elastixell CertainTeed Flexiglas Trutast Twin- 7.5-inch o.c.at the 3-inch laps and 7.5- Duro-Fleece Plus/ LWC-11. venied steel at max.7 ft cellular Ifghtweight concrete wst with Base Sheet,GAFGLAS Loc Nails(mfn. inch o.e.fn one staggered row in the Duro-Fleece CR-20 37.5 spans Zell Fibers ln the mix. it75,JM PermaPly 28 1.8-fn) center of the sheet (splatter applled) Mfn.22 ga.,type B,Grade 33 Mtn.350 psi,min.2-inch thick Elastizell CertafnTeed Flexiglas Trufas[Tw(n- 7.5-inch o.c.at the 3-fnch laps and 7.5- DuraFleece Plus/ LWC-12. vented steel at max.7 ft cellular lighhveight concrete wst with Base Sheet,GAFGLAS Loc Nails(min. inch o.c.in two,equally spaced, Duro-Fleece CR-20 -6/.5 - spans Zell Fibers in the miz. �#75,JM PermaPly 28 1.8-in) staggered row in the center of the sheet (splatter applied)� . ' TABLE 4C:LIGHTWEIGHT CONCREfE DECKS-NEW CONSTftULT10N oa REROOF(Trqx-OcF) � SYSfEMTYPEF:NON-INSUTATED,BONDEDROOFCOVER Deck System (See Note 1J No. RoofCover/Adhesive MDP(psfJ , Structural Dedc �yy� � LWC-13. Min.22 ga.,type B,Grade 33 vented steel Min.350 psi,mtn.2-fnch thfck Celcore MF Cellular Concrete wfth Celcore HS Rheology Modifying Duro-Fleece Plus/Duro-Fleece deck at max.4 ft spans AdmiMure,with apt(onal 1-inch thick,1.0 pcf EPS holey board and surfacfng of Celwre PVA Curing pdhesive -37.5 Compound. LWG34. Min.22 ga.,type B,Grade 33 vented steel Min.350 psi,mtn.2-fnch thfck Elastizell cellular Ilghhveight concrete wst with Zell Fibers in the mix. Duro-Fleece Plus/Duro-Fleeee .52.5 ' at max.7 ft spans CR-20(splatter applied) ' Min.22 ga.,type B,Grade 33 vented steel Min.350 psi,min.2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modi(ytng LWGSS. Admfxture,with optional 1-inch thick,l.0 pef EPS holey board and surfacing of Celcore PVA Curing Duro-Fleece Plus WB II -60.0 deck at ma7c.6 ft spans / Compound. ' Min.350 psi,min.2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying LWC-16. Min.2,500 psi structural concrete Admfxture,with opifonal 1-inch thick,l.0 pcf EPS holey board and surfacing of Celcore PVA Curing Duro-Fleece Plus/WB II -82.5 Campound. Min.350 psi,mfn.2-inch thick Celcore MF Cellular Concrete with Celcore HS Rheology Modifying Duro-Fleece Plus/Duro-Fleece LWC-17 Min.2,500 psf structural concrete AdmiMure,w(th opttonal 1-inch thick,1.0 pd EPS holey board and surfacing of Celcore PVA Curing Adhesive at 4-Inch o.c. -23Z'S ' Compound. ' Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluatton Report D9750.05.08-R6 for FL3553R9 Cert(fiwte of Authorfzatton p9503 Rev(slon 6:04/13/2015 Prepared by:Robert Nfeminen,PE-59166 Appendfx 1,Page 15 of 20 � , , , 1 ' , , � TRI�IIIY��R� � TABlESA:CEMENTITIOUSWOODFIBERDECKS-NElNCONSfRUCfIONoeREROOF(TFna-0rc) SYREMTYPEA:BON6EDINSUTATION,BONpEOROOFCOVER � System Deck 8ase insWazton tayer Top Inauiation tayer Roof Caver/Adhesive MDP(psf) No. (See Note 1) 7ype Attach 7ype Attach " Min,2S-tnthTectum Plank Min.A25•Inch SECUROCK ' �F-1' orTectum LS Plank None �A 6ypsum•F(ber Roof Board �nsta-Stik,frinch o.c. Duro-Last j WB II -156.0 � TABIE 58:CEMENTiTi0U5 WOOD FIBER DEtKS-NEW CONSTRUCitON on REROOF(Teart-Orc} SYSTEMTYPE�:MECHANICALLYATfpCHEflMEMBRANE Sysiem Deck Insulatian AcafCover � No. � (Sea Note 1� �6Pjp� 7ype Attach Memhrane Fasteners Akach One or more layers,any Duro-Roof Lap SVstem frstened 12-(nch o.c.withinFidnch �� Min.2-inch rom6inat(on,mi�.1.5- P��m' Duca-Wst,min.40 mil, ti��uquld Auger wide tabs spaced 57-inth o.c.Ta65ealer4725 at ma�60 37.5 Tecium I panels attached Fazteners ' inch thfck �Ba� . �3 ,_ Min.2-inch One or more Ixyers,any Prelim. Duro-Las[Liquid Auger Standard Lao Svstem fastened 6-fnch o.c.within&inch wide _q5.0 � Tectum I panels wm6ination Attached n Daro-Last,mfn.40 mil, Fasteners tabs spaced 57-inch a.c: One or morr.layets,any Duro-Roof Lao Svstem fa3tened 6�neh o.c.within 6-incfi Min.2-fnch Prelim. Duro-Last Uquld Auger CWF-4, combi�at!on,m(n.1.5- DuraLast,min.40 mil, wide tabs spaced 57-(nch o.c.Tab Sealer 4725 at ma�c 60 -67.5 ' Tectum 1 panels ��h thick attathed Fasteners ��ga� - , , ..,r '.. ' � EMedorReseaschandDesig�,llC.ditrfaTrinity�£RD EvaluattonReportD9750A5.08-R6forFL1554-R9 ' CertiRtate of Autfiorizatton ii9503 Revieion 8:04J13j2035 Prepared dy:Robert Nieminen,PE-59166 Appendix 1,Page 16 nf 20 ' � � ' � ' ' . ' � , ' ' TRINITY�ERD TA6LE 6A:GIPSUM DECKS-REROOF(Tene-0Fr� ' SY5TEM TYPE A-1:BONDED INSULATION,BONDED ROOf COVER System Base Insulatlon Layer Top Insulatlon Layer No. Deck(See Note 1� Roof Cover MDP(psf� Type Attach Type Attach G-1. ��stfng poured gypsum or (Optlonal)Min.1.5-inch ACFoam II,Duro-Guard ' ' gypsum plank Iso II-A CR-20 Mfn.0.25-fnch DensDeck CR-20 Duro-Last/WB I -37.5 �.2 Existing poured gypsum or Min.1.5-Inch ACFoam II,Duro-Guard Iso II-A CR-20 (Optional)Additional layers of base CR-20 Duro-Last/58I or W8 II -45.0 gypsum plank Insulatlon G-3. ��sting poured gypsum or (Optional)Addittonal layers of base MIn.1.5-fnch ACFoam II,DuroGuard Isa II-A CR-20 ' gypsum plank insulation CR-20 Duro-Last/WB I -82.5 �� Existing poured gypsum or Min.1.5-Inch ACFoam II,Duro-Guard Iw II-A,H- Min.0.25-inch SECUROqC Gypsum-Fiber gypsum plank Shield,Duro-Guard Iso 11-H or ENRGY 3 CR-20 Roof Board CR-20 Duro-last/WB II -247.5 `i ABLE 6B:GIPSUM DEIXS-REROOF�TFna•Ovc) SYSfEMTYI'ED:MECHANICALLYATTACHEQMEMBPA/dE - _ _ System Deck Insulation RoafCover `- =- MDP IP� � No. (See Note 1� Type Attach Membrane Fasteners Attach , Exfsting poured One or mare la ers,an Prelim. G-5. gypsum or Y Y Duro-Lart,mfn.40 m(I, Duro-Last Liqutd Auger $tandard Lao Svstem fastened 6-Inch o.e.wfthin 6-inch wide combfnation Attached Fasteners �5.0 gypsum plank tabs spaced 57-inch o.c Existing poured G-6. gypsum or One ar more layers,any Prelim. Duro-Last Lfquid Auger Duro-Roof Lao Svstem fastened 6-inch a.c.wRhin 6-inch wide combfnatfon attached Duro-Last,min.40 mil, �p ' gypsum plank Fasteners tabs spaced 57-inch o.c.Tab Sealer 4725 at marz.60 ft2/gal , � ' ' Exterfor Research and Design,LLG d/b/a TNnfty�ERD Evaluatton Report D9750.05.08-R6 for FL]559-fl9 Certfficate of Authorization f19503 Revision 6:04/13/2015 Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 17 of 20 ' � , ' , � ' , � TR��1�'n�ERD ' TAeCE 7A:REtOYERAPPLiCJ1TiOtSS � SYSTEMTYPEA:80NDED}NSULA710A',BOhDED RQO:COVLR , System Substre2e Sase tnsulatton Layer Sop Insulallon Layer Roof Cover J Adhesive MOP t+�• (See Note 12} Type Attach Type Attach (P� R-1. ��rt�ng asphaltic BUR or �Optional)MIn.1.5-Inch ACFoam II,Duro-Guard Iso tl-A Pliodeck,6-inch o.c Min.0.25•inch Denspeck Phodeck,6-incfi o.c buro-Last j WB I -37.5 mineral surface cap sheet . RZ ExistingasphalticBURor � ' (6ptionaij Min.1.5-inch ACFoam II,Durofiruard Iso II-A� InstaSfick or CR-20 Min.0.25-incfi DensDeck Insta-Stick ot CR-2Q Duro-tast WB t 37.5 mineral surface cap sheet ( R3. ��sting asphaltic BUR ar Min.1.5-tnch ACFoam ii,Duto-Guard Sso it-A Hot asphaSt 10ptfonal)Additional Not asphalt Duro-Last/SB I or WB II -45.0 minerel surface sap sheet Iayers of base insulation R� F�cisting asphaltic BUR or Min.1S-inch ACFoam!!,Duro-Guard Iw q-A Pltodeck,6-Inch o.c i�Ptlonalj Additional p�iodeck,6-inch o.c Duro-Lart/58!or WB II -45.0 minerol surface cap sheet layers of base insuiation ' Existing asphalt(c BUR or 0 tionai Additionai R-5. mineral surfate cap sheet Mfn.S:Sdnch ACFoam II,Dum-Guard Iso II•A Insta•Stick or CR-20 �3ycrs af bax tnsulation �nsta-St(ck or CR-ZO Duro-Wst j SB I or WB II -05.0 R•6. Existing asphattic BUR or Mfn.1.5-Inch AGFoam II,Duro-Guard Iso II-A Hot aspfiah {Optionat)Addidana4 Not asphalt Duro-tast J W9 Y -75.0 mineral surface cap aheet Iayers of base InsulaUon . _R� Existing as,__p.,,,_hz:ttc BUR�r �� -- {Optloaal)Additlonal � 1�N11f1;7:5•InCh�:.ara2rti�ii,-Uuro=Guald�iscii-A----�'--'"'"-Piiod"eck;ti�inefia.c Pliodeck,&incho.c DuroLastJN64 -82.5 �;"s'rii�tc,-a!surtace cap sheet , laye�s of base insulation r � �istiagasphalticBURor (Optional)Additionaf R�$' mi�eral surfece cap sheet Mia 1.5-inch ACFoam ti,Duro-Guard im Il-A tnsta-Stick otCR-2D �ayers of base insulation �nsta-Stfck or CR-20 Duro-last/WB 1 -52.5 Euisting asphaltic BUR or Mfn.1.5-inch ACFoam II,Duro-Guard Iw II-A,H-Shfeld, Min,OZ5-ineh SECUROCK R•9. Insta-Stik Insta-Stik Duro-Last/WB II -127.5 ' mineralsurfacecapsheet Dura-Guard�sotl-HorENRGY3 Gypsum-Fi6erRoofBoard R-10. ��stingasphalticBURor Min.2-InchIS085+GL Plfodeck,bincho.c. ��n.0.25-inchSECUROCK p�todeck,6-incho.e. Duro-Wst/WBIt -172.5 mtneral surface wp sfieet Gypsum-Fiber Roaf Board R-11. ��sting smooth surface (Optional)Min.l.5dnch ACPaam I!,Daro-Guar21!so i{-n, tR-20 M'rn.0.25-inth SECUROq( CR-20 Duro-lart J WB It -2225 modifiad bitumen HShieid,Duro-Guard fso I!-H or ENRGY 3 Gypsum-Fiber Roof Board Erzisting smooth-surface MIn.OJS-inch,min.1A pcf,fM Approved,ASTM C478 Min.0.25-i�ch SECUROCK Duro-Last or Duro-Tuff/ � R-12. 585 modified 6itumen eupended polystyrene CR-20 Gypsum-Fiber Roof 8oard �-2D WB�� -2225 �isting smooth surtace Mtn.0.25-Inch SECUROCK R-13. BUR or�ranule surface None N/A �,ypsum-Fiber Roof Board CR-20 Duto-l.art j W$II -2A5.6 modified bitumen Existing smooth surface Mfn.1.5-inch ACFoam II,Duro-Guard Iso II-/�H-Shield, Min.0.25-fnch SECUROCK ' R-1A, SUR or granu(e surface puro-Guard Iso II-H or ENRGY 3 ��20 Gypsum-Fi6er Roof Board CR-20 Duro-Last f WB II -247.5 modified bftumen &[isting smooth-surface Min.0.75-incfi,min.1.0 pcf,PM Approved,ASTM C578 Min.0.25-inch SECUROCK R-15. asphattBURorgranule- CR-20 CR-20 Duro-LastjWBtl -247.5 surface modified bitumen expanded polystyrene Gypsum-Fiber Raof Board ' Existing smooth-surface �yn.4.75-Inch,mtn.1.0 pcf,FM Appmved,ASTM 678 Min.025-inch SECUROCK R-16. asphalt BUR or granu�e- expanded polystyreae CR-20 Gypsum•Fiber Roof Board CR-2d Duso-Tuff J WB il -255.0 surtace modified bRumen "tMedor Researoh and pesign,LLG d/b/e Trinfty�ERD Evatuatton Report D9750.OS.QB-R6foz F�1559-R9 Certifiwte of Author(ution q9503 Revision 6:04/13/2015 Prepared by:Robert Hiemtrien,PE-59166 Appendix 1,Page 18 of 20 ' � ' � ' ' - - ' , � ��- 1 t. TRINITY I ERD TABLE78:WOODORSIEEL-RECOVER , SYSfEMiYPEC-2:PIATE-BONDEDROOFCOVER (All areas where the exisiing metal paneis do not layflush on the underlying purifn shall have a 0.25-fnch diameter pilot hole predrilled into the panel pnorto driving�the Purlin Fastener into the purlin.) System Substrate Attachment MDP No. (See Note 1) Insulation Layer Fasteners Spadng Roof Cover/Adhesive 'P� ' Euistfng standing seam or lap seam metal roof covers having One or more layers,any Trufast p12 Purlin 12-fnch o.c. Duro-Last(min.60 mll)bonded to Duro-Bond R-17. min.16 gauge(0.0598(nch),50 kst or min.12 gauge(0.105 combination,preliminarily Fasteners and Duro-Bond along purifns 60- Plates 1302 or 1306 with RhinoBond Portable -30.0 in.),36 ksi steel purlins spaced max.60-inch o.c. fastened Plates 1302 or 1306 inch o.c Plate Bonding Tool or Centrix Induction Welder Existing standing seam or lap seam metal roof covers having One or more layers,any Trufast k12 Purlin 6-tnch o.c.along Duro-Last(min.60 mil)banded to Duro-Bond R-18. min.16 gauge(0.0598 inch),50 ksi or mfn.12 gauge(0.105 cambtnation,preliminarily Fasteners and DuraBond purlins 120-inch Plates 1302 or 1306 with RhfnoBand Portable -45.0 ' fn.),36 ksf steel purlfns spaced max.120-inch o.c. tastened ,.,, : Plates 1302 or 1306 o.c. Plate Bonding Tool or Centrix Induction Welder Extsting standtng seam or lap seam meW I roof cwers having One or more layers,any Trufast p12 Purlfn 12-inch o.c. Duro-Last(mfn.60 mil)bonded to Duro-Bond R-19. min.16 gauge(0.0598 inch),50 ksf or min.12 gauge(0.105 comhination,preliminarily Fastenen and Duro-Bond along purlins 48- Piates 1302 or 1306 with RhfnoBond Portable -45.0 in.),36 ksi steel purltns spaced maz.48-inch o.c. fastened Plates 1302 or 1306 Inch o.c. Plate Bonding Toal or Centrfx Induction Welder ' Exfsting sfanding seam or lap seam metal roof covers having -One or more layen,arry Trufast#12 Purlfn 6-inch o.c.along Duro-Last(min.40 mil)or Duro-Tuff(min.50-mil) bonded to Duro-Bond Plates 1302 or 1306 with R-20. mfn.l6 gauge(0.0598 Inth),50 ksf or min.12 gauge(0.105 'cambinatian,preliminarfly Farteners and Duro-Bond purlins 72-inch -52.5 in.),36 ksi steel purlins spaced max.72-Inch o.c. fastened Plates 1302 ar 1306 o.c. Rh(noBond Portable Plate Bonding Tool or Centrfx Induction Welder Extsifng standing seam or lap seam metal roof covers having One or mare layers,any Trufast N12 Purlin 6-inch o.c.along Duro-LaA(min.60 mil)bonded to Duro-Bond " R-21. min.16 gauge(0.0598 inch),50 ksi or min.12 gauge(0.305 comhination,prelimfnarily Fasteners and Duro-Bond purlins 96-inch Plates 1302 or 1306 with RhinoBond Porta6le -52.5 � ' in.),36 ksl steel purlins spaced max.96-Inch o.c. fastened Plates 1302 ar 1306 o.c. Plate BondingTool orCentriz Inductfon Welder Existing standing seam ar lap seam metal roof covers having One or more layers,any Trufast N12 Purlin 6-fnch a.c.along Duro-Last(min.40 mil)or Duro-Tuff(mfn.50 mil) R-22. min.16 gauge(0.0598 inch),50 ksl or min.12 gauge(0.105 combination,preliminarily Fasteners and Duro-Bond purlins 48-inch bonded to Duro-Bond Plates 1302 or 1306 with 8Z 5 in.),36 ksi steel purlfns spaced max.48-inch o,e. fartened Plates 1302 or 1306 o.c. RhinoBond Portable Plate Bonding Tool or Centrix Induction Welder ' Existing standfng seam or lap seam metal roof covers havfng One or more layers,any Trufast p12 Purlin 6-fnch o.c.along Duro-Last(min.60 mil)bonded to DuraBond R-23. mfn.i6 gauge(0.0598 inch),50 ksi or mfn.12 gauge(0.105 combination,preliminarily Fasteners and Duro•Bond purlins 60-inch Plates 1302 or 1306 with RhinoBond Portable -82.5 fn.),36 ksi steel purlfns spaced max.60-fnch o.c. fastened Plates 1302 or 1306 o.c. Plate Bonding Tool ar Centrix Induction Welder 6cisting standing seam or lap seam metal roof cwers havfng One or more layers,any Trufast q12 Purlin 6-fnch o.c.along Duro-Last(min.60 mil)bonded to Duro-Bond R-24. min.16 gauge(0.0598 fnch),50 ksi or mtn.12 gauge(0.105 comb(nation,preliminarlly Fasteners and Duro-Bond purlilns 48-inch Plates 1302 or 1306 with RhinoBond Porta6le -90.0 ' fn.),36 ksi steel purlins spaced maz.48-fnch o.c, fastened Plates 1302 or 1306 o.c. Plate Bonding Tool or Centrix Induction Welder ' i ' Exterior Research and Design,LLC.d/b/a Triniry�ERD Evaluation Report D9750.05.08-R6 for FL3559-R9 Certfflcate of AuthoNutlon q9503 Revtsfon 6:04/13/2015 Prepared by:Robert Nieminen,PE-59166 Appendfx 1,Page 19 of 20 1 1 ' ' 1 , 1 � ' TRI�INlERD I I TABLE7C:STEEL-RECOVER SYSfEM TYPE 0.1:INSULATED,MEaiANICALLY ATTACHED ROOF COVER ' (All areas where the existing me;al panels dc not layflush on the underlying purlin shall have a 0,25tinch diameter pilot hole pre-drilled fn[o the panel prior to driving the Purlin Fastener into the puriin.) 5 em No. Substrete Insulation Roof Cover MDP � (See Not21) Tyrye Attach Membrane Fzsteners Attachment (P� Er.isting Santiing seam or lap seam metal One or ma�e Standard Lan Svstem fastened 9-Inch ' roof covers having min.16 gauge(0.0598 Prelim. Duro-Last,min. Trufast#12 Purlin Fasteners with Duro- R-25. layers,any o.c.within 3-inch wide tabs spaced -45.0 inch),50 ksi or min.12 gauge(0.105 in.),36 �ombination attached <0 mil Last Poly-Plate 6p-fnch o.e.along purlins ksf steel purlins spaced max.120-fnch o.t. TABLE7D:RECOVERAPPLICAi10N5 ' SYSTEM TYPE F:NON-INSUTATED,BONDED ROOF COVER Substrate System Na. Primer/Treatment Roof Cover/Adhesive MDP(psf� (See Note 12� Fxisting:.sphaltfc roof rystem with mechaniwlly fastened and/or adhered underlyfng ' R-26. components(insulation,ccverboard or base slieet)and wRl�existing granule-surface None Duro-Fleece Plus/Duro-Fleece CR-20(spiatter applied) -150.0 dUR or granule-surface SBS or APP mod(fied bitumen wp sheEt Existing asphaltic roof system with adhered underlying components(fnsulation, R-27 coverboard or base sheet)over monolithic deck and�vith existing smooth-or None DuraFleece Plus/Duro-Fleece CR-20(splatter applied) 370.0 ' granule-surface BUR orsranule-surface SBS orAPP modified bftume�cap sheet 1 , ' 6cteriarResearchandDesign,LLCd/b/aTrinity�ERD EvaluationReportD9750.05.08-R6forFL3559-R9 ' Certfficate of Authorization N9503 Revislon 6:04/13/2015 Prepared by:Robert Nfeminen,PE-59166 Appendiz 1,Page 20 of 20 ' 1 ' 1 1 I ' Model, Number or Name Description � � 'FL# _ I - ; ' S896.1 a. Standard "V" Panel S2" perforated "V" Panel and 12" solici "V" panef Aluminum s6ffit.. Llmits of Use Installation Instructions ' Approvedfor use in HVHZ: Yes FL5896 R3 II Inst 5896.1.odf �'i , Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt,.P.E. 43409 'i Irtipact Resistant: N/A Greated by Independent Th(rd Party: Yes Design Pressure:�N/A Evaluatlon Reports ' Othe"r: See INST 5896.1 for Design Pressure Ratings, any FL5896 R3 AE Eval 5896.1.6df ' additional use limitations., installation insfructions and Created by Independent Third Party: Yes product particulars. ' ' _. 1 . 1 - "_ ' ` - - - -- - ^ ' ! ; I 1 � � , ' t ' i ' ' ' ' � ' . -_..�_ ' �- ,�: ' ' ' �"" ' � ,�`° * �''; � � :s�'''�.... : � � ��,�h _�:� * �:<-_�v 1 _ � �.�,o_ ��p :"•. r ,:� °•� HOME PRODUCTS, INC. o00000 �'-.��'••• •••"��.� �ooa 450 RICHARPHONE• 717—8—�R. PA 17604 OOO��0 � �� , $a.;s ' p0 pO�O��Op� �g E =m;� DOp0�000�� 9 o g d S T A N D A R D V P A N E L& o0000 0 0 0 000 �} �oz m a a� STANDARD PERFORATED V PANEL pOo 0 00 ��a �� ALUMlNUM SOFF(T o� �'� _�' �a �Z � o0 0 �� o 000 00 0 &g�J F� pO000000�o0 o�=m �� °��°000��o a�� 4��p0 0�0� &��a��a cEN�u NOrFs OpOO�O � I � ,� l. Tha prodvct has been evaluoted wd rs h compihnce vMh ihe 5th Edlllion(20I4)ROAdaBu➢d4g p4�� a Code(FBC�shucMW requlremanh�Wdrg ihe'High VelocNy Hunicana Zone'�HVHZ�. OO � 2 Product anchors slm0 be as Gtted and spaced as shovm o�details.Anchorembedmenf to bme � d motedal shafi be beyond wa0 Nessrtig a stuxo. � 3. Ste condtiac ttaf devlote hom iha detois ot this drawing reqvie furfher engineedng arwlysts by a R� Scertted eng'vieer w 2g[ttered mcNtect. AIUM.3105-H15 ALUM.3IOSH7S B o y 4. For das�qn pasAxe rafugs see ch�at fh'S sheet iTSTANDARD V PANEL ITSfANDARD PERFORAlED V PANft (M/JC2CSPANJ �MAX44'SPANJ a Q � 5. Wood/CBS wol corshucthn by othas,musT be designed propertyto recelve loads from the wtfit �� a�W/a2x2battenstrips. � 6 A8 comiectas shaA ba cortaaion re�[staM. � � ^ry �� 7. AlurtYnum soffih sho0 conMrtn fo the requ5ements of FBC SecTron 14045.1 and labeled uccadmg to 0 cec Secita�ntav. g o ; ___;�.�.::':'::,..:":- _ =-: DE$IG�IYRESSURE(hS4; � Z o° TAEIFOFCOMFMS :?:'SOfFlILIVIODEL�:,`.z._'.`[ _ ;`.--��.,-�o: .::=:.. _ � SNEfT! DACRW710N ' ,�='';:.:;-'_-?;;�-;:=.r::-.:._"`;.';i__;;_ �.fOSRIt'E�.?.NEGA'IIyE; �03 23 09 ' � _ _ �e N.LS 9 I TyrycWelewHon.des�pretsuas6ge�rerdrq�es 12'STANDARDVPANEISOFFRi t5�.0 -50.0 ^"�"*: D� m $ 2 T aicMMgCetais8so(fittletalls �� ; � 3 T g fods 6sd 12'STANDARO V PANEL SOFflTf +50.0 -50.0 °�"1°ro= o 4 B o 6compone (PERFORATED) �"_�6'� n sur 1 or� o d ' ' � � 1 ! � R:\Olmts RvMQ -SB%C-DrewN SH96 1� -SH% .1-1 N V O O� � Af �H �n A � � p � H ` � � � I �� w � � 0 z �o Oa V N �j ��rtl�� m V a � �� a � �� o �� s, n o yS-tS � H>o o � zA�z �- � � a'°^ ` � �� Fa 0 z N �O� � O y V OD V OD V �� w �� .� . e , �� e , ��'� , . oa€a . � Z , ' 6' � �� . �08 o� �Ag g �� a .""acHM''�,, G��:��'or:* Yr_,r '•, � �q � � I�. PRODUCf: 000umme.rnpe�ae a�:� � � � � � W �R�U NUM�FFRINV P.aNeFq34081dt i��',';��',n�,.L.�„`````�� =N Y J 0.7 15 uaonre ro sm m. xou FBC JN p�OR ASSEAI9LY: LJ�Jrt''BUIlDINO CONSULTNlIS.INC. � q ��fn w I 09 0 72 UPOATED 70 2010 FHC LFS Jliul/ P.O.Bo�230.VaWm.FL 335G5 e NO DATE gy ��CHORINC DETAILS � phone Ne.:673.BSG.9187 enSioNs &SOFtTr DE7PlLS pgpE CA No.B�1J O900G R.W.9uRoiwo Cvweu�iwhfe Iwv. � � ■■� � � r � � � � � �, �■■i � r � � � � � � � � � � � � � � � � � � � � � � � 11:1�nb hoArt k R-58 C-dmM SB96 l� -58% .1-1 41 Ov w O v W_. W,. � I � N �n N I �f� 1 X K�� K�� i D$�� I ��H � � � �'> � �o�s � �054 � ' �m�a m ' ��$a �m�� a ; a � ' a � a � �z�� :�>: �g� ��>: �� €�� V�� €�� o � o ir.°°,iN A �n �� z�zN a t�� `� `o= o m � � tl D � ' ,' e , �� D ' �° ' .. _� m V OD V • ' � ��Ap a a �o Noo o O �A2 ' � ' � Q�n � � x I � � < � � o�;� ,� �p �oo �q aA� �m 4m< g S� � ��a o � �a� � � �H -- -- --- -- --- --- W� � =a y y� 3 � ___ __ ___ __ __ __ � � c v 9 � � I --��-- --- -- --- --- ��uuun�� .`O�`.F.�S',"�'�"'�1.;DJ�'. 12MA%. �['� No.<a�os ': i v G �'�-i— .e* gg � N � " Y�/S- * � �0 � � � PRODUCf: u^^u^�.rc•rr.vm.a e�+�� • �� AMERIMA%HOME PRODUCfS INC. �mdon F.s�hmiae ��a'�p I � � � w STD.V PANEL k PERFORATEO V P.E No.43409 ��'�i��/pNAI.�C``��`` �+ �� ? ALUMINU �4�i�pU�� 2 J 0.7 15 UPOATE TO 57H m. 2014 FHC JK p/�OR ASSEYBLY: BUILDINO CONSUITANis.INC. I� ,o�+ �Vl 1 OS 0 72 UPOATED TD 20I0 FHC Lf5 �P.O.BoR 230,VelAee,FL 315G5 A " ��' e NO DATE gy 71'FICAI.ANCHORMC DETAILS P�one No. 813.63B.GiG7 REVISI S &SOFFIf DEfAILS pgpE CA No.B81] O vooc w.w.ew�oino oonau�....rv i�o. ' ' ' � ��,,,,,* „,,,, � Blli OF MATERIALS �� • ��i REM DESCRIPfION MAiFRV.L �'�� • o �I STANDARDVPANaSOffiff0.01T1HKALUMINUM310.5H15 ALUMII:UM ��:� g• �%�A 2 57ANDARDPERFORATWVPANESCFfl�OAITTHK.AIUMJNUM3105 ALUMINUM 3 STANDARD'l'CNANNa�OAI7S THK ALUMINUMI ALUNINJM � I I I I I � I I '�•�� j* �•Z��m ' 1 IIGA.0.175"MIN.zI'LONGROORNGNAILWCIill1CDIA.NFAD SiEEI . . . . . � i �':0�� .„ 5 NBxI'PPHShtS STEEL ' j j I 1 I � II ��'�. •�� E m m 7 IOdC(IMMONNM 3 ONG�OWPINE(G=O.SSORBETTHt WS'�� ' ��/i�/�l�i�•••�� i dmi 7 N8x2-11Z'PFNWOODSCREW SiffL , ��" l♦ � 9 8/16'c73/4aC0UL7RACONCONCRElESCREW:EMBEDMENf=12SMM., �� IV� Em �m�� EDGED6TANCE=1°MIN..CENfBtl1NET0ADlACBJf.4NCHOR5=CM1N. � b• � d' ` • �Ng 9 dL� � a � SIIRSTRATEN0T6: O.R..()7II'TYP. o '75V v � `oi � I.WOOD SU&SiRATE G=0.42 OR BETIER 2 MASONRY SUBSIRATE 3,000 PSI CONCRETE(Ap 301�OR HOLLOW BLOCK(0.5IM C90�. � ��a �' �'S�;V-iE.!tNE, ..��,.��.,,AIRFSQKC�'.��: ---1 F---.250" '�� 1 O.a7' F— h ��a � _ �. �,i�.L `' � FREE�lOWA.RE��-fI2EC{bW 1' o � —ei;_:SOEFIf:='.�:�.__ - R � � � .�. e__ .,,_, ...� ,. =�r.Ln:�7tEA::::1 0� t.9.... .:________.�___- PERf-0RATED 11.Z3 7.H% O��dDARD V PANEL SOFFli yB.1T5RXAIDP �g� �a W yj� �� =m 4"U ' I O ��i O �i—� S�]y �� I . r^ `' i \�� =I�>�o m� � o� i .� �i ��'a� � i i o�o�o�o�o°o°o°� i i i i��0�0�'��00�� " �R.o�s� � � � d i i 0 � � � � � � i i i i � � 0 � p 0 i i — ,�� i "�� , = ii � 0 0 � � 0 0 � i i i i� 0 � � � � � � y � i ��__ ' � � i j p�p�p�p�p�p�p�p i i i i��0��1��00 :: o� , � ii � 0 � 000 � iii ! � � � IJ � � � !! � �T� '' g� ' ^ ' ; TYP ^� L � VIEW SHOWN 8� � � I—A OS o FOR RffHtENCE n� � u IYP. �� o� ¢ � yp. R F lbl2 ttP 470' R.U50'TYP k'� OUfSIDE �a o � 6' S.9634' �� 121' R � € � 1YF o ,y5pr O STANDARD 'J'CHANNEL o�r � OR.011PTYP. 3 0 0 no � LR.,25pTyp �^Z o° + T I� 4�� u�OJ 23 09 'z_ � �{ ,z5p' 02T H mur: N.T.S. m � .077hllN �--- �. o� vec.er. DWS � unc er: LFS @ VIEW A-A O SfANQARO PERFORATED V PANEL SOFFfT R�.I25RXA2DP �� PERFORATION DETAIL FL-5896•1 0 2X SGLLE 1° � suaT 4 ov 4 p d ' � � ' 1 ' i 1 R W R W Building Consultants,.Inc. � � Consulting and Engineering Services for the Building Industry �? P.O.Box 230 Vatdco,FL'33$95 Phqne 813.659.9197 , Florida Soard of Professional Engineers Certificate of Authorization No.4813 � � / / � / / / � t l � Product Sub Gategory Manufacturec Product Name Category Amerimax Home Products,inc. . . 1 Panel Walls Sp�ts 450 Riahardson Driye Standard V Panel and Standard Perforated V Panel Lancaster,:PA 77604 Aluminum Soffit Tetephane: 71?.228.3714 , Scope: This is.a Praduct Evaluation repott issued by R W Builtling Consuitants,Inc.and�yrtdon F.Schmidt,P.E,{SystemvfD# 1998j for MasterGrain based on Rule Chapter No.61 G20-3,Methad 1 D af the State of Florida Product Approval, Deparkment of Business&Professianal Regulatiori. � RW Building Cansultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in fhe company manufaeturing or distributing the product oc in any otherentity involved in thie approua!p�ocess of the}sroduct named herein. ' Limiiailons: 1. This product.has been evaluated and is in compiiance rrvith,the 5th Edition(2014)Florida Building.Code•(FBC)structural requirements including the"f-[igh Velocity Fiurricane Zane°{HVNZ}. ' 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or siucco. � 3. .Site,condi#ions not covered by the details of drawing FL-5896:1 require further enginee�ing anal'ysis by a licensed engineer or registered architect. 4. Wood/CBS walt construction,by others,must be designed properly to receive loads from the soffit and/or 2"x 2"batten strips. 5. Ail connectors shait be corrosion;resistant � 6. Aluminum sofflts shall conform to the requirements of.FBC Section 1404.5.1 and labeled accarding:to FBC 8ection 1910.9. 7. See drawing FL-5896.9 for size and design pressure limitations, ' Supporting Documents: 1. Tes#ReporC.No. TesE Standard Testin Laboratoro 5iqned bv TEL 05=1116-1 Ti4S,202-94 and TAS 203-94 Testing Evaluation Cab:,tnc. Wende[I W:Haney,P:E. � 2. Drawina No. Preaared bv Sit�ned&Sealed bv No,Fl 5896,1 R1N Bu7ding Consultants,inc.{CA#9813} �yndon F.Schmidt,P.E, ,� 3. Calculafions ?repared b�+ Slctned&Sealed� Anchor"tng RW Buitding Cansultants,Inc_(CA#9813) Lyndon F,Schmidt,P.E. ,4�p9999B6Dd6r��e� � 4. Qualitv-Assurance �� '��9J .�e,s Certificate of Participation issued.by Nafianal Accreditation and ��00��'�`G��tV S`� �*o Management Institute,.certifying that Amerimax Hame Products,lnc,is � ,�° ti' ��'o �od manufacturing praducts within a quatity assurance program fhat complie� a« �1� �� ;,�.o with ISO/IEC 1702Q and Guide 53. " '�o ° � � m o ° 1 �.t ' � , a �'�tl ° �1� ; S i��'E C6F :�� °a �� W 'y " �°�'�.e,�,�pCt � e o "u� ��ag��g;�� Lyndo�L ENoa434 9 ��t�� 4J23J2015 1 Sheet 1 of 1 1 � R W. R W Buiiding Consultants, Inc. B Consulting and Engineering Services for.the Building Industry � P.O.8ox 230 Vaidco,FL 33545 Pt?ane 813.659.4147 Florida Board of Professional Engineers CeRificate of�Cuthodzation No.9813 , , � ► / / � • R " l / i � � � Praduct Category �uEs Category Manufacturer. Rroduct Name Amerimax Home Products,lnc. . � Panel Walls Saffits 450 Richardson Drive Standard V Panel and Standard Pertorated V Panel Lanaaster,.PA 17604 Aluminum SoffiG 7e[ephone: 717.228.3714 ' Scope: This is a Product Evaluation repott issued by R W Bui[ding Consultants,Ine.and�yndon F.Schmidt,P.E.{System ID# '199$)far MasterGrain based on Rule Chapter No.61 G20-3,Methad 1 D af the State of Florida ProduetApproval, Department of Business&Professional RegulaGori. � RW Building Consuitants and Lyndon F.Schmidt,P.E.do nat have nor will acquire financial interest in the company manufacturing or distributing the product or in any ather entity involved in the approval.process of ttie produet named iterein. � Llmitattans: - 1.. This product has been evaluated and is ip compl.iance with the 5th Edition(21�i4)�Flonda Bu'ilding.Gqde(FB,G)struc#ural requirements iricluding the„f-ligh Veiacity Fturricane Zone"{EIVFfZ}. � 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to.base ma#erial shall be beyond wall dressing os stucco. ' 3. Site conditians not covered by the details of drawing FL-5896.1 require further enginee�ing-analysis by a licensed engineer or registered architect. 4. Waod/CBS waN construction,by athers,must be designed properiy to receive loads from the soffit and/or 2"x 2"batten strips. 1 5. Al!connectors shaii be corrosion resistanE. 6. Aluminum soffits shall conform to fhe requirements of.FBC Sec#ion 14p4.5.1 and labeled:according.to FBC Section 1710.9. 7. See drawing F�-5896.1 far size and design pressuce I9mitatiot►s. � 3upporting Dacumenfs: 1. Test Reoort.No. Tesrt Standard Testinq Laboratorv Sicaned bv TEL 05-11�16-1 TAS202-94 anci TAS 243-9� T.es#ii�g Evaluatian�ab.-,Irsc. VVendel(W:Flaney,P.E. � 2, Drawinu Na. Preqared bv Siqned&Sealed bv Na.FL 5896,1 RUV BuElding Consulta�ts,Inc.{CA#9813} Lynd'an F.Schmidf,P.E. � 3. Calculations Prepared bv Siqned&Sealed bv Anchoring RW Bui(ding Consultants,inc.(CA#9813) Lyndon F, Schmidt,P,E. '��ouoqeoo�4o��p� � 4. t2ualitv Assnrartce ��e �.�,��a�g� Certificate of Pa�icipaGon issued by Natianai Accreditatian and �0�° '0�;<°;��fy;°�.!�` °o,,� Management Institute,.cerkifying.that Amerimax Home Praducts,Inc,is � p"�' � '; s� manufacturing products within a quai►ty assurance program that cornpiie�,�o« �� pm o � � � with ISO/IEC 17020 and Guide 53. � 0 �J�, „ o ., iA e LS A ep 6 ,Fu,«4�s o m�� Si,�"�L" t�r :C '� � �.Io`° . '��,'*'�;��t, Q��'`ti,,`�'�� ' �.r��,f��`�-��°+ LyndonFL PE Notl43A 9 ��aS3DtSa`Lda 4J2112015 � sheet,of, � � ' -... .. _ . ._._. __ . . . ._. _.. . � : FL.# , • ,`•.Model, Number or Name; . Description , ` . - ,,. , , � _ , . ,. . , , : ----._.__ -__ _---_ _.:.! . , , 11143.1 � EDGE SYSTEMS ONE ONE EDGE for use with fully adhered or � � mechanically fastened systems, ballasted roof ' ` systems. and built-up or modified roof systems '- _..� .._ _ .�__.._..__...._..i.._�. .._ _ .. ' _ _-- ... . _... .._ _. _.. . _. _ -- --_ _..,-- -- - ._.. �..._.__..--__.....___.....__. ' Limits of Use : Installation Instructions Approved for use in HVHZ: No , FL11143_R3_II_24110-2166.pdf-EDGE ONE.pdf Approved for use outside HVHZ: Yes FLi1143_R3_II_24110-2167.pdf-EDGEIBUR.pdf , Impact Resistant: N/A FL11143_R3_II_24110-2168.pdf-EDGEIBAL.pdf Design Pressure: N/A Verified By: Intertek Testing Services NA, Inc. - Other: Middleton Lab ' Test Reports � ' ` FL11143_R3_TR_intertek ES-ONE EDGE 2012 , UPDATE.pdf :_-----�.._.__._.._—-------_.�__---- -�__._...__�, 1 ' ' � ' ' 1 r � � � � � � � �w � � � � � r � � � � � � r � � � � ONE EDGE FULLY ADHERED OR MECHANICALLY ATTACHED SINGLE-PLY VERSION INSTALLATION INSTRUCTIONS STEP 1 - FASCIA COVER IN 12'-0"LENGTHS e°STAINLESS STEEL POSITION MEMBRANE OVER THE ROOF � SPRING @ 4'-0"O.C. ROOF MEMBRANE EDGE AND DOWN THE OUTSIDE FACE OF � (BYOTHERS) THE WALL,OVERLAPPING THE NAILER(S) � NON�URING SEALANT BY AT LEAST 1/2". BE SURE THE EDGE OF rn � (BY OTHERS) ��2" . ' FASTENER(BY OTHERS)THROUGH THE WOOD NAILER(5) IS ALIGNED FLUSH rn � : � . 9/32^x a/s°SLOT @ 12°o.c. WITH OR SLIGHTLY OVER TFiE EDGE OF O MINIMUM RECOMMENDED FASTENER #12 x 1 1/2" ', � HOT DIPPED GALV.SCREWS W/RUBBER SEAL WASHER THE WALL. 3 20 GA.GALVANIZED FORMED RAIL IN 12'-0"LENGTHS � STEP 2- d 3/8"BEAD OF � NON-CURING SEALANT LAY THE RAIL ON THE DECK WITH THE �� STEP 3- • OUTSIDE FACE DOWN.IF NECESSARY, OVERLAP o � �� d � INSTALL 12-0 SECTION OF BASE `C N �CLEAN THE BACK SIDE OF THE RAIL OF RAIL FROM RIGHT TO LEFT AS SEEN � � � DUST OR DIRT.APPLY A HEAVY 3/8"BEAD a �' � FROM ROOF TOP,LAPPING THE � � � OF NON CURING SEALANT TO THE RIGHT m N ANGLE INTERSECTION OF THE DECK � I / PREVIOUS SECTION 1��.FASTEN RAIL � a � � FLANGE AND RAIL THE ENTIRE LENGTH I/ �� TO NAILER THROUGH RAIL SLOTS 12" OF RAIL AS SHOWN.APPLY A SIMILAR • O.C.WITH APPROPRIATE FAS,TENERS. 3/8"BEAD OF SEALANTTO THE BOTTOM ��C FIELD CUT THE BASE RAIL SECTIONS OF THE FLANGE'S LEFT END,AS YOU TODAY'$ANSWER TO LOOK AT THE OUTSIDE FACE OF THE RAIL AS NEEDED. AN ECONOMICAL RAIL SHOWN WITH INSIDE FACE UP. SECTION. �Z ROOF EDGE SYSTEM STEP S- EDGE SYSTEMS ONE 48 � STEP 4- REMOVE THE PROTECTIVE FILM FROM CORPORATE OFFICE: � FASCIA COVERS.PLACE 12`-0"COVERS ON CUSTOMER SERVICE: � SEE SHEET 2 FOR MITER soo-ssa-ziez PREPARATION.LOCATE 6" TOP OF BASE RAIL,LAPPING PRECEDING F�: � COVER 1",AGAIN INSTALLING RIGHTTO 500-373-9156 SPRING CLIPS WITHIN 12 OF wes srre: SPRING , LEFT AS PER STEP 3.WHEN COVERS ARE METALERA.COM CLIP BUILDING CORNERS.THEN 4'-0" IN POSITION,SNAP EACH COVER ONTO ° � O.C.,MAKING SURE THERE WILL DATE: 01/18/05 BASE RAIL BY PRESSING DOWN WITH THE 12.� BE A SPRING CLIP UNDER EACH PALM OF YOUR HAND UNTILTHE COVER DRN BY: DWP I ' FASCIA COVER END. � �r IS FULLY ENGAGED ALONG THE ENTIRE SHEET: � OF 3 I � LENGTH.FIELD CUT COVERS AS I �e�. REQUIRED. DWG #:24110-2166 E 1 � � � � � � � � � � � � � � � i � � � ', ��--__ ONE EDGE ;i �, '�, a �,.----_, \ B / �� g^ \ � 45°ANGLE \ FULLY ADHERED OR MECHANICALLY ATTACHED SINGLE-PLY VERSION �, , CUTTOP INSTALLATION INSTRUCTIONS —'-� p ; � � `, . 45°ANGLE�� //' CUTTOP � I ` � : i --�--------� I �\ � /� �� , • � 1 � � \ . 1 �. � i i `� � � \` 1" ~ � �, � � � �� 1 � �\ �� / � � `\ `��-- 1 � � � � BEND 1"TAB ` � �` `� �',/�' 90°INWARD� `\`�� ipESRE��EN�N �'\ �'� 1• �ESIRED�FNGTy ITI % ` `. A � / � �v 0 � , /--� � � i\ �. , COMPLEfED AS VIEWED FROM RIGHT LEG , , C T LEG LEFT LEG _ „$• `• , n � LEFT LEG FABRICATION RIGH `��,/ ROOF p1 � % \�, � STEP 6-OUTSIDE MITER RAIL FABRICATION(CUT RAIL TO DESIRED LENGTH) � � .A � RIGHT LEG-DETAIL A:FIRST REMOVE A 1"SECTION FROM TOP FLANGE,1/8" i � �G d' I � � m ' DOWN FACE AND 1"HORIZONTALLY AS SHOWN TO CREATE TAB.DETAIL B:CUT �� ,,,__�~ ' � � TOP FLANGE AT A 45°ANGLE. DETAIL C:CUT OFF BOTTOM FACE 1/8"x 1"AS �� I �_i � � .�I— � � SHOWN AND CONTINUE THROUGH AREA SHOWN ON BOTTOM FLANGE.BEND ___�,� T � TAB INWARDS 90°.LEFT LEG- DETAIL D:TRIM TOP FLANGE AT A 45°ANGLE. � Q � �._�1� D � /'' 45°ANGLE�C ,�/''�'��`. A CUTTOP \ / � 45°ANGLE ,' � I ��\ ; � �� 1/B" , CUTTOP `I 1 , �✓ . i , �� i , / I � as°ANGLE � ' � ' � • TODAY'S ANSWERTO CUTBOTfOM , ��-�,� i � I � �,�'`• � AN ECONOMICAL \�� ' �� : ROOF EDGE SYSTEM � \,, l/ . , _ f BEND 1"TAB � _ / ' 90°OUTWARD �� l -�� --i'� \`. �f5/RED(ENGTy �,�' i �ENGjN • CORPORAT OFFOICE: . � DES\4E0 CUSTOMER SERVICE 800-558-2162 .�\ ,, � , I � � FAX: "� 800-373-9156 COMPLEfED LEFT LEG `-', �V ^� �^ ��, B WEBSRE: LEFf LEG FABRICATION RIGHT LEG ' �-�, METALERACOM AS VIEWED FROM ROOF RIGHT LEG`�� ' �,�--�. `\ STEP 7-INSIDE MITER RAIL FABRICATION(CUT RAIL TO DESIRED LENGTH) � `1 DATE:O�/�H/O$ RIGHT LEG- DETAIL A:FIRST REMOVE SECTION 1/8"DOWN FACE AND 1" � �!is' HORIZONTALLY AS SHOWN TO CREATE TAB.TRIM TOP FLANGE BACK AT A 45° �\ ' DRN BY: DWP ANGLE. DETAIL B:CUT OFF BOTTOM FACE 1/8"AS SHOWN AND CONTINUE CUT '� , AT A 45°THROUGH AREA SHOWN ON BOTfOM FLANGE.BEND TAB INWARDS ,��` �� ' % SHEET: 2 OF 3 90°.LEFT LEG- DETAIL C:CUTTOP FLANGE AT A 45°ANGLE.CONTINUE DOWN as°ANGLE -�� FACE.DETAIL D:CUT BOTTOM FLANGE AT 45°ANGLE AS SHOWN. cursorronn DWG#:24110-2166 E � � � � � ! � � � � ; � � � � � � � � . � ,— ONE EDGE ' �' �� . � j' ,�e� �� FULLY ADHERED OR MECHANICALLY ATTACHED SINGLE-PLY VERSION �' �� INSTALLATION INSTRUCTIONS I I ( �' � �\� ' � � ''"�� ` ' Q STEP 8-OUTSIDE MITER COVER FABRICATION(CUT z'. / \ �^ COVER TO DESIRED LENGTH) ' � RIGHT LEG-DEfAIL A:CREATE TAB BY REMOVING 1" ``\� ' �� __i'�/ , �� _i-' \� � � PORTION OF TOP FLANGE AND EXTEND REMOVAL 1/8" �� '� rn � DOWN FACE.DEfAIL B: CUT TOP FIANGE AT ANGLE 2" � pES�PE��EN� 1 r �ES�RfD(ENG7}� . : �� ' A � AS SHOWN.DEfAIL C: CUT LOWER FLANGE AT AN �°�\ O ANGLE 3/4"AS SHOWN. BEND 1"TAB 90°INWARD AS '� �1 �` RIGHT LEG � � LEFf LEG % � O SHOWN. AS VIEWED FROM ROO � � LEFT LEG-DETAIL D:CUTTOP FLANGE AT ANGLE 2"AS � �-- � E � � �" �, d SHOWN.DETAIL E:CUT LOWER FLANGE AT AN ANGLE /'" -�, , �� B �' � BEND t'TAB � �� 3/4"AS SHOWN. 9o°INWARD � ` \ ' ' `�� j ` � y 1 � � � � � �34�� 1 � ; ,\ � , � �F. � : � � �, 3/4" � 2" flJ \ , . . �i t�p � COMPLETED FABRICATION �`�_-� �.�`_,/� �� T � LEFT LEG RIGHT LEG �--�� STEP 9-INSIDE MITER COVER FABRICATION(CUT -�- '„,� '� � � COVER TO DESIRED LENGTH) '� `�� B .i" ' � � " RIGHT LEG-DEfAIL A:CREATE TAB BY CUTiING TOP % �`\ ,,�2��i��,�`` •. A . ,�t- FLANGE AT ANGLE 2 7/S"AS SHOWN.CUT 1/8" � , � ; `'�e �� TODAY'S ANSWER TO DOWN FACE AND 1"HORIZONTALLY.CUT I I � � AN ECONOMICAL DOWNWARD THROUGH FACE AND CONTINUE � ' � ' � ROOF EDGE SYSTEM CUTf1NG TO WITHIN 3/8"FROM BOTTOM FLANGE. 1�� / I I, / � EDGE SYSTEMS ONE CUT 1"HORIZONTALLY AS SHOWN,THEN CUT � , CORPORATE OFFICE: . 1 �^ '• � THROUGH BOTTOM FLANGE.BEND 1"TAB 90° ��, � � `\ CUSTOMER SERVICE: OUTWARD AS SHOWN. �'---'7�' . . aoo-ssa-2tez �� IEN�� `� �� FAX: LEFT LEG: DETAIL B:TRIM BACK THE TOP FLANGE 7/`��ESIRfD�FN� �Z�ia - oES�RED ,J�` 3/6^ ,/�' 800-373-9156 ON ANGLE 1 7/8".PROCEED CUTfING THROUGH -� ��--�� WEB SRE: ��I �' ��' METALERA.COM FRONT FACE AS SHOWN. ; � � ` Y�' BEND 1"TAB � 1 ; DATE:01/18/OS 90°OUTWARD 1 � �� • LEF7 LEG ``�� `` � RIGHT LEG DRN BY: DWP AS VIEWED FROM ROOF sHEEr: 3 oF 3 LEFT LEG RIGHT LEG DWG#:24110-2166 E COMPLETED FABRICATION ' � t� � � � � � � � � � � � � /� �� r ONE EDGE • BUILT-UP OR MODIFIED VERSION STEP 1 - INSTALLATION INSTRUCTIONS FASCIA COVER IN 12�-0"LENGTHS INSTALL ROOF SYSTEM PER � 6"STAINLESS STEEL SPRING @ 4�-0"o.c. MANUFACTURER'S RECOMMENDATIONS FLASHING STRIP (BY OTHERS) POSITION FLASHING SHEEi'OVER THE ROOF � ROOF MEMBRANE EDGE AND DOWN THE OUTSIDE FACE OF THE � � (BY OTHERS) APPROVED SEALANT/MASTIC ��2�� WALL OVERLAPPING THE NAILER(5)BY AT � • � (BY OTHERS) � FASTENER(BY OTHERS)THROUGH LEAST 1/2".BE SURE THE EDGE OF THE AO � . ' 9/32"X 3/8"SLOT @ 12"O.C. � MINIMUM RECOMMENDED FASTENER R12 x 1 1/2" WOOD NAILER(5)IS ALIGNED FLUSH WITH OR O HOT DIPPED GALV.SCREWS W/RUBBER SEAL WASHER 20 GA.GALVANIZED FORMED SLIGHTLY OVER THE EDGE OF THE WALL � RAIL IN 72'-0"LENGTHS A d � 1/4"(635 mm)BAND OF MASTIC STEP 2- � Q�j � � � N LAY THE RAIL ON THE DECK WITH THE STEP 3- �, � � ' OUTSIDE FACE DOWN.IF NECESSARY, �� APPLY A HEAVY 1/4"BAND OF [��D • ' I r CLEAN THE BACK SIDE OF THE RAIL OF � �� APPROVED MASTIC/SEAIANT TO THE � N � , , DUST OR DIRT.APPLY A HEAVY 1/4" . �J BOTTOM OF THE 2"WIDE DECK FLANGE m � � BAND OF APPROVED MASTIUSEALANT OF THE RAIL SPLICE PLATE ASSHOWN. O a � TO THE BACK OF THE DECK FLANGE TO , ENTIRE LENGTH OF RAIL AS SHOWN. TODAY'S ANSWER TO AN ECONOMICAL STEP 5-OUTSIDE MITERS ROOF EDGE SYSTEM RAIL SHOWN WITH INSIDE FACE UP. NON-CURING APPLY NON-CURING SEALANT ADJOINING STEP 4-OUTSIDE MITERS SEALANT ENDS OF BASE RAIL AS SHOWN.SLIDE EDGE SYSTEMS ONE CORPORATE OFFICE �2" ON THE BUILDING CORNER,IDENTIFY THE BASE RAIL SPLICE PLATE OVER THE EDGE SPRING CUSTOMER SERVICE: "DOG EAR"OR THE OVERLAP OF THE o �'Gap CLIP-] OF 12'-0"RAIL SECTION.INSTALL RAIL soo-sss-ziez FLASHING STRIP.FASTEN A 12'-0"SECfION � SECTION TO"DOG EAR"SIDE OF THE g 0373-9156 • � � WALL,LEAVING A 3/8 GAP TO ADJOINING yyE6 SITE: OF BASE RAIL,PREPARED WITH METALERA.COM � MASTIC/SEALANT AS SHOWN IN STEP#2, �2�� RAIL.FASTEN TO NAILER THROUGH �/ „ DATE:01/14/05 TO THE OPPOSITE FACE,WITH THE END NON-CURIN ` SLOTS 12 O.C.WITH APPROPRIATE aS�n�N FASTENERS.FIELD CUT AS NEEDED. DRN BY: DWP EVEN WITH THE EDGE OF THE WALL. �I FASTEN IN PLACE THROUGH THE RAIL ( PLACE SPRING CLIPS WITHIN 12"OF BLDG. SHEET: � OF 4' I SLOTS 12"O.C.WITH APPROPRIATE CORNER(TYP.BOTH SIDES) DWG#:24110-2167 E FASTENERS. � � • � � � � � � � � � � �� ONE EDGE BUILT-UP OR MODIFIED VERSION INSTALLATION INSTRUCTIONS STEP 6-INSIDE MITER RAIL FABRICATION(CUT , � .� �\A v RAIL TO DESIRED LENGTH) � FOR RIGHT LEG-DETAIL A:ON THE TOP FLANGE i SLIT �� / �318 � � CUT A SLIT 1 3/8 FROM THE END AND TAP DOWN FLAT. TRIM BACK THE FRONT FACE 2" �� A rTII i` i i �;�" � � O AND SLIT FACE 1"AS SHOWN.DETAIL B:ON THE � � BOTTOM FLANGE TRIM BACK 3".SLIT FACE 1" SLIT FLANGE AND I O TAP DOWN FLAT I�i 2�� CREATING A 1"TAB.BEND THETAB OUTWARDS � _ �� • � 90°. �� FOR LEFT LEG-DETAIL C:TRIM ENTIRE FACE � � � / � p1 AND BOTTOM FLANGE BACK 1 1/2"AS SHOWN. � y � � � i � � � G�N >� fD ��fSIRED(FNGTy DES�RE��N m � � O fl. � � \I I x �� _'� I TODAY'S ANSWER TO .� 1 `�� AN ECONOMICAL -J/ �' � ROOF EDGE SYSTEM LEFT LEG ' `-` RIGHT LEG AS VIEWED FROM ROOF �� \ EDGE SYSTEMS ONE CORPORATE OFFICE \ �� \ �� \ � � \B CUSTOMERSERVICE � � � 800-558-2162 � � � � \ i � � i�2�� FAX: �� \ � �� SLIT 800-373-9156 1 y� WEB SITE � �` ``�� / ��'�� METALERA.COM / . \`` � � 1� ��,,,,--'" �. ' DATE:01/14/05 \I 3// �� > >iz��j� � �� . DRN BY: DWP LEFT LEG RIGHT LEG � _ _ �'� \�--�/ SHEET: 2 OF 4 COMPLEfED FABRICATION DWG#:24110-2167 r r � �r �r � s� r� � �r■� � � r_ � t� r � � � ONE EDGE ,-�� ,. � .-�� ,�8��. A BUILT-UP OR MODIFIED VERSION � �� / � \�� INSTALLATION INSTRUCilONS ` ' '� I 1 � �1�� , STEP 7-OUTSIDE MITER COVER FABRICATION(CUT ' � ' � 1� / \ �� COVER TO DESIRED LENGTH) `� ' RIGHT LEG-DEfAIL A:CREATE TAB BY REMOVING 1" ``� ' � v `'� _J',�` %�` _--�,, � PORTION OF TOP FLANGE AND EXTEND REMOVAL 1/8" ` �� DOWN FACE.DETAIL B: CUTTOP FLANGEATANGLE2" pE5`REQ�EN� �l / ��RfD(EN� AS SHOWN.DETAIL C: CUT LOWER FLANGE AT AN �� ' ,` � 177 � ANGLE 3/4"AS SHOWN. BEND 1"TAB 90°INWARD AS LEFT LEG � � `, ,� RIGHT LEG � SHOWN. � Q � AS VIEWED FROM ROOF J � LEFT LEG-DETAIL D:CUT TOP FLANGE AT ANGLE 2"AS E ; /,�_,\ �� SHOWN.DETAIL E:CUT LOWER FLANGE AT AN ANGLE /-- C, � % '� B � 3/4��AS SHOWN. BEND 1"TAB �� ^ �\ j � \� � � 90°INWARD � �,� � � � • , � � � � d � 1 � 1 1 � � �3j4� ' 1 ; ' �--� ' N . , � � � / � 3/4" \ � i � � 2" � � COMPLETED FABRICATION ••�_�/� � ' � � • LEFT LEG RIGHT LEG ``��/ \ �// � � � ` `--�� y STEP 8-INSIDE MITER COVER FABRICATION(CUT -�"- �i 8:-� �" � � COVER TO DESIRED LENGTH) '� `'� B ,i-- - O � � RIGHT LEG-DETAIL A:CREATE TAB BY CUTTING � �` /,�� 2��a� l�� A TOP FLANGE AT ANGLE 2 7/8"AS SHOWN.CUT / \ � �r � ' ; `��e� � TODAY'S ANSWER TO 1/8"DOWN FACE AND 1"HORIZONTALLY.CUT I I � ,� AN ECONOMICAL � � , � DOWNWARD THROUGH FACE AND CONTINUE ; % ' i ROOF EDGE SYSTEM CUTTING TO WITHIN 3/8"FROM BOTTOM FLANGE. I '. % ; 1 „ / i 1 CORPORAT OFOCE: CUT 1 HORIZONTALLY AS SHOWN,THEN CUT •� ; 1 �a , , THROUGH BOITOM FLANGE.BEND 1"TAB 90° �� ' � ` ' CUSTOMERSERVICE '�_---_�"� �� , soo-ssa-zt ez OUTWARD AS SHOWN. '7 ; `�� \ / F�: LEFT LEG: DETAIL B:TRIM BACK THE TOP �DfSIRE��EN,ry�� z��a DE5\RE� ,�\``_ 3�8�• ,/,- 800373-9156 FLANGE ON ANGLE 1 7/8".PROCEED CUTTING �\��' � i'� � wes stre: � � \/ METALERA.COM T H R O U G H F R O N T F A C E A S S H O W N. s E N o i"r A s ' ; � r ^' 9o�p�7Vyqpp , `� : � DATE:01/14/OS / ��_, LEFT LEG `�� RIGHT LEG WP DRN BY: D AS VIEWED FROM ROOF SHEET: 3 OF 4 LEFT LEG � RIGHT LEG . COMPLETED FABRICATION DWG#:24110-2167 E � � � � � � � � � � � � � � � � � � � ONE EDGE BUILT-UP OR MODIFIED VERSION INSTALLATION INSTRUC110N5 ,z�� o rn NON-CURING v SEALANT ° Z SPLICE-� ° rn � PLATE o � • � m $"GAP ST�Io- O + INSTALL 12'-0"SECTION OF BASE O � STEP 9- e RAIL FROM RIGHT TO LEFT AS SEEN 3 CONTINUE WITH APPLICATION OF / �• � NON-CURING SEALANT TO ENDS � i FROM ROOF TOP.LEAVE A 3/8"GAP � BEIWEEN RAIL SECfIONS.FASTEN � V � OF 12-0' BASE RAIL SECTIONS. � � + � � INSTALL A BASE RAIL SPLICE RAIL TO NAILER THROUGH RAIL � p� ��I PLATE ONTO THE END OF A RAIL SLOTS 12"O.C.WITH APPROPRI ETE � � rn FASTENERS.FIELD CUTTHE BAS � � � SECTION TO THE HALFWAY POINT fD � RAIL SECTIONS AS NEEDED. m � OF THE SPLICE PLATE FLANGE � � O fl• � STEP 12- TODAY'S ANSWER TO REMOVE THE PROTECTIVE FILM FROM AN ECONOMICAL 4'-O�� FASCIA COVERS.PLACE 12'-0"COVERS ROOF EDGE SYSTEM i � ON TOP OF BASE RAIL,LAPPING EDGE SYSTEMS ONE CORPORATE OFFICE: PRECEDING COVER 1",AGAIN p CUSTOMER SERVICE: INSTALLING RIGHT TO LEFT AS PER eoo-sss-ziez �e ( STEP 3.WHEN COVERS ARE IN F^x. 800373-9156 ^ I� POSITION,SNAP EACH COVER ONTO WEB SRE: STEP 11 - � �� MEfALERA.COM �C SET 6"WIDE STAINLESS STEEL BASE RAIL BY PRESSING DOWN WITH DATE:01/14/05 � SPRING CLIPS STARTING AT THE PALM OF YOUR HAND UNTILTHE FASCIA COVER END AND EVERY COVER IF FULLY ENGAGED ALONG DRN BY: DWP 4'-0"O.C.ON THE INSTALLED THE ENTIRE LENGTH.FIELD C�JT SHEET: 4 OF '4 BASE RAIL AS SHOWN. COVERS AS REQUIRED. DWG#:24110-2167 E - � �� ' � �� 'A '� �� , �ONE EDGE � STONE BALLAST SINGLE-PLY VERSION INSTALLATION INSTRUCTIONS STEP 1 - FASCIA COVER IN 12'-0"LENGTHS ` e��STAINLESS STEEL POSITION MEMBRANE OVER THE ROOF � SPRING @ 4�-0°o.c EDGE AND DOWN THE OUTSIDE FACE OF ROOFMEMBRANE � � v (BYOTHERS) 1 THE WALL,OVERLAPPING THE NAILER(5) NON-CURINGSEALANT ��2�� BY AT LEAST 1/2".BE SURE THE EDGE OF m � (BY OTHERS) � , ; THE WOOD NAILER(S)IS ALIGNED FLUSH m � • � FASTENER(BY OTHERS)THROUGH 11 WITH OR SLIGHTLY OVER THE EDGE OF S :•• .� 9/32'X 3/8'SLOT @ 12"O.G MINIMUM RECOMMENDED FASTENER #12 x 1 1/2" HOT DIPPED GALV.SCREWS W/RU B B E R S E A L W A S H E R T H E W A L L. � � 20 GA.GALVANIZED FORMEO � �. RAIL IN 12'-0"LENGTHS � � 3/8"BEAD OF STEP 2- � NON-CURING SEALANT LAY THE RAIL ON THE DECK WfTH THE �� STEP 3- • OUTSIDE FACE DOWN.IF NECESSARY, OVERLAP ° INSTALL 12�-0��SECTION OF BASE `� O1 � � �� CLEAN THE BACK SIDE OF THE RAIL OF � � �DUST OR DIRT.APPLY A HEAVY 3/8"B�D o RAIL FROM RIGHT TO LEFTAS SEEN h � FROM ROOF TOP,LAPPING THE � fD � ( OF NON CURING SEALANTTOTHE RIGHT m � ANGLE INTERSECTION OF THE DECK � � /r PREVIOUS SECTION 1'�.FASTEN RAIL � a � � FLANGE AND RAIL ENTIRE LENGTH OF I/ �� TO NAILER THROUGH RAIL SLOTS 12" RAIL AS SHOWN.APPLY A SIMILAR 3/8" + O.C.WITH APPROPRIATE FASTENERS. BEAD OF SEALANT TO THE BOTTOM OF ��C FIELD CUT THE BASE RAIL SECTIONS THE FLANGE'S LEFf END,AS YOU LOOK AT , ' TODAY'S ANSWER TO THE OUTSIDE FACE OF THE RAIL SECTION. AS NEEDED. AN ECONOMICAL 12" ROOF EDGE SYSTEM RAIL SHOWN WITH INSIDE FACE UP. STEP 5- EDGE SYSTEMS ONE 48�� $TEP 4- REMOVE THE PROTECTIVE FILM FROM CORPORATE OFFICE: • FASCIA COVERS.PLACE 12'-0"COVERS ON CUSTOMER SERVICE: � SEE SHEET 2 FOR MITER 600-558-2162 TOP OF BASE RAIL,LAPPING PRECEDING . PREPARATION.LOCATE 6�� COVER 1",AGAIN INSTALLING RIGHTTO 8 0-373-9756 SPRING SPRING CLIPS WITHIN 12��OF LEFT AS PER STEP 3.WHEN COVERS ARE IN WEB SRE: METALERA.COM CLIP�] BUILDING CORNERS.THEN 4'-0�� POSITION,SNAP EACH COVER ONTO BASE ° ` O.C.,MAKING SURE THERE WILL RAIL BY PRESSING DOWN WITH THE PALM DATE: 11/18/05 ' BE A SPRING CLIP UNDER EACH OF YOUR HAND UNTILTHE COVER IS DRN BY: DWP �Z" FULLY ENGAGED ALONG THE ENTIRE FASCIA COVER END. LENGTH.FIELD CUT COVERS AS REQUIRED. SHEET: � OF 3 �" � �� DWG#:24110-2168 E �AB\ ■�, � � � � � w� �or� r� �� r � �t � �s� � �r r , ��, , ONE EDGE -'� �-' B / �. D �� • A ��5°ANGLE �\ STONE BALLAST SINGLE-PLY VERSION /'� as°ANGLE� �, � �` % �c=Toe � NTTOP � � 1/e" ` � � INSTALLATION INSTRUCTIONS , , . x�' ' 1� �� ` f � ` f `` `,` `��Y _ =-- � 1 ,,�_�� ;�_____i _ _. , rn r �� '`. � \'� � �, � Q BEND 1"TAB \' /� y �/ `��\ `�� +��'� ` ��`_-�� v 901NWARD �\ /� � � - - '' _/� 1"�'� G� ' ' ` ~'_ _� , DE5\KE��ENG�� ; , �`_ �ESIREp�FNGTy ^ � I 1 ' ` ` '1` � COMPLEfED � `�� `\�' • O'''...�� LEFT LEG FABRICATION RIGHT LEG LEFT LEG, ns viEwE� FRonn RIGHT LEG ``�" ��C ��' � ROOF / t/s° : � d � � STEP 6-OUTSIDE MITER RAIL FABRICATION(CUT RAIL TO DESIRED LENGTH) i �� RIGHT LEG-DEfAIL A:FIRST REMOVE A 1"SECTION FROM TOP FLANGE,1/e"DOWN ' ` `��{''. � 1 .� d --I FACE AND 1"HORIZONTALLY AS SHOWN TO CREATE TAB.DETAIL B:CUT TOP FLANGE � � �, AT A 45°ANGLE. DEfAIL C:CUT OFF BOTTOM FACE 1/8"x 1"AS SHOWN AND CONTINUE 1 / ```` ` � • � THROUGH AREA SHOWN ON BOTTOM FLANGE.BEND TAB INWARDS 90°. \`~�'�'� `` � � _/ � � LEFf LEG- DEfAIL D:TRIM TOP FLANGE AT A 45°ANGLE. `��_7-�' rT1 �. C �� 45°ANGLE � A � a � __ �` CUTTOP �/'+ � 45°ANGLE ��6� �� CUTTOP , __ � ,J- ;:'" ` 1 � , s � . %'� ; ; R�,�- ' , � �` ��/ ,�; TODAY'SANSWERTO BEND1^rAs >� • ,� AN ECONOMICAL 9o°OUTWARD /`+pEs� '-� % `--/ ROOF EDGE SYSTEM , ` _` `_ _ '�,, /` _` _ RED�fNG77i �DES\KED�'�NG� _ EDGE SYSTEMS ONE CORPORATE OFFICE: i CUSTOMER SERVICE: � i 1 800-558-2162 COMPLETED �� `1 FAX: LEFT LEG FABRICATION RIGHT LEG LEFT LEG q5 VIEWED FROM ROOF .` RIGHT LEG , g00-373-9156 ,� � WEB SffE: �� I\D �� " '•\B MEfALERA.COM STEP 7-INSIDE MITER RAIL FABRICATION(CUT RAIL TO DESIRED LENGTH) `�`� ` DATE: 11/18/05 . i � RIGHT LEG- DETAIL A:FIRST REMOVE SECTION 1/8"DOWN FACE AND 1" � ' '�, � � --�� f \ HORIZONTALLY AS SHOWN TO CREATE TAB.TRIM TOP FLANGE BACK AT A 45° 45°ANGL , � % ��e+- ' ; CUTBOTfOM , — � ; �,--��'� DRN BY: DWP ANGLE. DEfAIL B:CUT OFF BOTTOM FACE 1/8"AS SHOWN AND CONTINUE CUT ` �' - i ('" � AT A 45°THROUGH AREA SHOWN ON BOTTOM FLANGE.BEND TAB INWARDS 90°. �` ` ' -,,,,� � \L--'"� �y�'' ./ SHEET: 2 OF 3 � " '� ` --�. LEFT LEG- DE7AIL C:CUT TOP FLANGE AT A 45°ANGLE.CONTINUE DOWN FACE. `�__/ as°ANGLE DEfAIL D:CUT BOTTOM FLANGE AT 45°ANGLE AS SHOWN. cuT sorronn DWG#:24110-2168 E r � �� , � � �w r�■�� rr �� a�t w �r �r -r r � , �--�, A ��--� ,- .� `. � / tie^ ONE EDGE /� � �-�- � ,,` ,� � , , , � - STONE BALLAST SINGLE-PLY VERSION I � �� 1 � �_i` �^� INSTALLATION INSTRUCTIONS � ,� i Q� � �,,,-� , i , � \�. STEP 8-OUTSIDE MITER COVER FABRICATION(CUT ��2�/ v � j• ' � COVERTO DESIRED LENGTH) ��`_ ��` ,/ ,_ .� RIGHT LEG-DETAIL A:CREATE TAB BY REMOVING 1" � �n � ` � � PORTION OF TOP FLANGE AND EXTEND REMOVAL 1/8" ��,�� ESIRED��G m � DOWN FACE.DETAIL B: CUT TOP FLANGE AT ANGLE 2" oES�aE° , ` � �+� O '°�� _ AS SHOWN.DETAIL C: CUT LOWER FLANGE AT AN � -1 � RIGH_ T L.EG � � ANGLE 3/4"AS SHOWN. BEND 1"TAB 90°INWARD AS ; ` LEFT LEG , � SHOWN. AS VIEWED FROM ROOF; i\-� ^ � LEFf LEG-DETAIL D:CUT TOP FLANGE AT ANGLE 2"AS E C , '� � B � / � ''� — t11 �� ` � � � � • � SHOWN.DETAIL E:CUT LOWER FLANGE AT AN ANGLE /� ` �, �, � „�,� BEND 1"TAB � � � � � d 3/4"AS SHOWN. 90°INWARD � � � I � fA � 1 � � � � � rr 1 � � � `r//�'�'►3�A\�! \ � i � `��-�� ' h �"1 r ^ / \ `� 3/4" \` 2"`,% � �� . ' ` ` � N \__�- \,_��' / � ry` COMPLEfED FABRICATION _� � a � LEFT LEG RIGHT LEG �' '� >>is�. STEP 9-INSIDE MITER COVER FABRICATION(CUT � ,�__ ,\ � ' � ` ��;a \�. COVERTO DESIRED LENGTH) ,� \ �/� 2�is�\ t `� , ! �'' . RIGHT LEG:CREATE TAB BY CUTTING TOP FLANGE , � /� � -�'"�^ "� :�ie• TODAY'S ANSWER TO / ! ' � \ AT ANGLE 2 7/8"AS SHOWN.CUT 1/8' DOWN � I � �,,, , AN ECONOMICAL � � � � ROOF EDGE SYSTEM FACE AND 1"HORIZONTALLY.CUT DOWNWARD I � i ' I THROUGH FACE AND CONTINUE CUTTING TO � / � � , � � � I i EDGE SYSTEMS ONE WITHIN 3/8"FROM BOTfOM FLANGE.CUT 1" � I CORPO� �� / , ` �1��'^--� ' � � �. : HORIZONTALLY AS SHOWN,THEN CUT THROUGH � ,_,"� / , \` CUSTOMER SERVICE: � / 800-558-2162 BOTTOM FLANGE.BEND 1"TAB 90°OUNVARD AS `�`__�/ � � �,�r��- t i FAX: SHOWN. ��IRED � �19 pE5\aE��EN�� \j ' 3�g. � 800-373-9156 (E/yGJ}� � 2 .� � �`_�-'��' W EB SrfE: LEFT LEG: TRIM BACKTHETOP FLANGE ON �, /�`,� � '/,. M�qLERA.COM ANGLE 1 7/8".PROCEED CUTTING THROGH FRONT ' ' �( / � . 1 � i , � DATE: 11/18/05 FACE AS SHOWN. eeNo i"TAB , � � ` ': 90°OUiWARD _ �/ �\ y LEFT LEG -y RIGHT LEG DRN BY: DWP AS VIEWED FROM ROOF SHEET: 3 OF _ DWG#:24110-2168 E LEFT LEG , RIGHT LEG COMPLEfED FABRICATION ��i � y 8431 Murphy Drtve Middteban,Wt 53562 �. . .. Telephone:(608)836 4400 � ' Facsimfle: '(617)831 9279 www.tntettek.�rn � - � � May 2, 2a1z , � Ms. Pat Emmans Me�al=Era lnc. , . � 1600 Airpo�t Road . WauEcesha, W153'�88 � RE: [nte�fiek Repor�3069023 . In#ertek t�as been asked�a review�he subject#est report regarding tn�ertek's � evaluatian and tes�ing af ES-ONE COP(hiG and ES-ONE EDGE dafied December 27, 2404. � lnter�ek has baen asked to clarify�he descr�p�ian af samples 4, 5 and 6. These ES- Oi�E EDGE products are found fo have face heigh�s of 8 inch per�he report drawings. The tabular descriptions however for these produc�s ambiguausly and incorrectly � nated fihe size as being 6". Our review of test dafia and drawings arr f�ie conf�rmed the 8 inch face dimenslon. ' � It is lnter�ek's canclusian that the tests were conducted-correc�ly as described in fihe r�por�s as cEarified.above and refer�need tesf inefhods and the resuits presented are _._ _ -v��ld:- . � #NTEF�TEK . . .�. �f'yi��E�� Re arted b : �.�'�� - . p Y John Schachfiner ' ; � • P;oject Engirteer . �.' �'''�,�� ,r� � Reviewed by: .��c��`"-�''�+�� 'ck Curkeef, PE � � Chi�f Engineer Buifding Products . Florida PE No. 60450 � . . � .. . �� „�,�, -�' �� . - / " � tn�r�c �r�rcet� :�nt�teu �rice�x ��i�r�lc �-�� rr�e�s� .�11 ' ' � �:� � � .__� _.—. .._--. � " Y _�• .` ��t��t'��/.�t�Cre .� � �ttidd€d€��'ir,�'u'6 5�� '��€�i�s��:6��4�dd � � f�e�sif� b6��4 9Z`I� tm�t�r,��tt-�k��f�.ce� � ' � � . �� _ ��'�'�� 's�`r��,�'�� _��'� ��lCr '��I��►1�� ' . ��------_'�t�a��s��,� ��'�� r��'��Q�� i ' � � �� r�� '��s�� a7"`�/81��}'LY'��4f Y.�� dr��!l+��4� �'�brlErd77�'L*�4 �f��5+�"R idr�� :�r��.��r��r��►r�°��p�� -��r�.��s��r��r��#��: w � ��'�:�`�`�� . ��€��,�� . � ��'�� '�� , � ��'a�� fi� � � �� !'�,... ..�:��=';u4,_:�'��.,., " . �� ,l' ,.�;'•�..s��.��_,�xJp L�`�, � -�.�...,. ��bWrsa•� N 'L �:..'tie.e.�anag,ua�t�y;�1 .r.. • '� • :?u; .�t y «'�.;iNni.�'r'�:i'.;' � . « � Y ` �'u�.�� ,�i�{�^�'•?~,b Y•- '. '. ..� . _ � .~ .'^e` .. '+_ r� ..> • r . � � �� • . ��/.r^'h`r t0= . .(�6+=j�y�..'y.::`� ��.`+�� . f ' +�� Y K.;�':yL':-_'*4_Y'x�; —:`oqu. .M;J 0.-� �'�..� ..,.:�. �e„::r:4��=ye. ^,`+s'r�,'„��H. ' ' n `�;:+„•Yae'.ians<a...o'�� . .sr,.wi,.:' ^'4'hh ��y,' .�_�:..,.. ��_�s.'�: '.a��z�.<fa.yt,ti��a 8 ..1"�.v =��u,er..,sw,rw' *:e:.+n.t•' z .. .. .f;+�.�r,'Y,.. :ti}t"..�4" . �. .. � � � r • . �.�'� 6�"F' � ' � � � G ! � J�/Y1.�� .� -�, - . ; t � . [NTERTEK TEST REPC3RT 3069023 � � REP4RT � � 4F . ' � TESTS ON � � ES-OI�lE GOPING . � AND ES-0NE EDGE � FqR . ' E5-QNE RUOFING PRODUCTS [NC. � � �34 tIUANDA LANE • PAI.ATINE, 1L 60067 , � � ' � `, ) • . BY � � 1NTERTEK TESTING SEt�iIEC��S t�A tNG. � $43'I N{URPHY DRNE � MIQDLEI`t3N, WISCf�N��N 53v62 � � . � �TE�T DATE: DECEIV[BEf� 15�DECEMBER 21, 20Q4 � REP4RT DATE: DEGElU1BER 27, 2404 � This repoct is for the exciuslve usa o#ltstsrtek Tes#is�9 Senrices NA,Inc's{tntectefc)clien!and is provided pursuar�t to the agreement beLween lntertak and its�ent interEek's nesppnsibii'dy and Gabififyr sre Qm�ted fa the femis and candsfians of fhe ag�ement.Et�tertatc ,•�<��, assumes no Uab�iify fa any party,otherthan to the�arrt in accottiancewith the agreement,forarry loss,e�ense ordamage occasianed by fhe use ofthts regart.4niy ths ciient is authocized ta capy or disUibute this repoct and then only in its en#irety.Any use of the lnterketc � � �� name or one of tts marks far the sate ar advertEssement af tf�e Eesfsd materSal,product,atsetvtcs musf�irst be aFP��p�1�9�Y , Intertek The absenrafions and test resutts in this report are relevant onty#o the sample t�stad.The repotE by Ftself daes not impty that �a fhe maieriat,product orsenr2ce[s or sver has been urcder an Interte�c��tfc�tion program. �� • � �� ` . �;---�� ' ' � �,� ' � ► i � . �r — ' � �� . . � � � ' tntertek Tesfing Services NA,Enc. � � 8431 Murphy Drive,Middle6on,W158562 • � �; Tetephane:608-886-4A04 Fax:608-831-3279 Web:wwwin#ertek-dkserrtkacom . PAT � � IPlTERTEK Page 2 of 3 IN'iER7EK REPOR7 3069023 AI�ISUSPRI ES-1-98 � � MpDELS:ES-QNE GOPING TEST METHOD RE 2 AfVD RE-3 ES-dNE ED�E "C�ST DATE DEC�lViBIIt'i a-DECEMBER 24, (� �' ��04 REPORT DATE DECENlBER 27,2Q04 t Cf.lEE�T:E5-QM�R00�`1MG PRODUCTS INC. � . IP�1�C��.3�..iC 1��I , . � � The Middletan, Wisconsin �esting labora�ory a# tntertek Tes�ing Senrices NA (lntertek)Warnock Hersey conducted tests an various sizes of ES-ONE coping and �S-QN� Edge rnanufactured and submi#�ed by Me�al �ra, Inc. The test samples � were received at fhe(aboratory in good cond'[tion on�December 6,2004.This report . gives tF►e resu�s of the evaluatian of the provided sampfes. The tes# results , described in this reporE are fimi�ed to the sub.mifted i�ems. � � Test resulfis a [ to measuremenf uncertainties wi�h a 95°!o confidence lev�i for �p Y the foilc��nring equipment: - . � Roof Edging Testing Machine(1TS#703):Applied(oad+/-4.O lbf. Ashcraf#pressure gauges, (tTS�'s 447 and 448) ± 0.'( psi. � Sp( pigi�a!Caliper model 81-561-4, (ITS#264) �-�OA01 inch. CoIe Parmec Big Digi�Timer(1TS#674)+1-0.001°la.aver a 23-haur period. SPEcIMEN pESC�.EPTiQN ' � . Th@ Sai'i'lj?I�S SLI�1p�t�C�W@C�COi2��lJ2'�'�1011S O'F ES-{�ti� COpItI� Il�Vc'XF't4U5 StZ4:S. . � �� See charE below fior materials and thickness as well as sizes. � +:. ` . PR.�CEDURES � . M�tal-Era's coping and edge were tesfed stricf[y to ANSIISPRI ES-'I, `f 998 Test •Method R�-2, and RE 3. The syst�m v,ras mounted per�tk�e manufac�urer's insfiructions on a simulated wood parapet using the manufacfurer's fasteners and � iaaded using calibrated p�ne�matic cylfiders. Anchars�nrere p[aced at 48" ori � center and fastened wifh four raafing screws on fiop and twa ring-shanked roofing ' naiis on�te fron�leg. [ni�ial iaadirtg v,tas 25 lb/ft; v,rhich�r,ras held for 1 minute � then to�ally released. The secon�I load was 50 Ib/ftz and each of if'te foliowing Ioads�nras apptied and heid in '!0 �b/ft increments, until failure accurred. Loads were total[y re(eased befinreen each incremenf. . � � � Tests w e con ucted and Reported on by: ReporE Reviewe� by: � r------..— � . ' :�---- . . �.: �zr• � � i mstrong � ' �tm Turg n ..�� Technical Projects Manager Pra�ect anager � � , � � • � PAT � INTERTEK PBge 3 of 3 � ANSIfSPRI ES-1-98 - �" INTERTE{C REPOF2T 3069023 TEST METHOD RE-2 ANQ RE-3 MODELS:ESANE COPING '�EST DATE DECEMBER 15-DECEMBER 21,2004 ES-ONE EDGE REPORT DATE DECEMBER 27,2004 CLIENT:ES-ONE ROOFIIIG PRODUCTS INC. RESULTS � Sample Drawing Pu11 SPRI Ratinc� •Material,Fasfeninc�Scheme,and pailure Mode ' Number Number Descrt tion Size Direction IbsIF�.2 Commenfs 1 ES000o0�1 ES-One Coping �16"wide W/6"legs Out 160 • 0.040' Aluminum. Fasten(ng scheme: leat bent up at the nai s. ' (Flat)w/ouEstde • Cleat was fastened with 1-914° cleat and fastened galvanfzed ring shanlc naifs into the � inside face. second naiter(2-�114"from edge.The inside 1eg of the coping was screwed ith#9x1�1/2 SS hex head screws with � � washers at 1'then eve�' 2'thereafter. 3 ES000002 ES-One Copinc� 16"wlde w/6"legs Out 200 Was the samie as sample��9 scheme leat bent up at the nafls. (I'apered)w/outside cleat and fastened inside face. 24 a.Galvanized Steel.Fastening leat bent up at the nails. 8 ES000002 �ap�e)w outside�6��W�de w/6"legs Out 160 • scheme was fhe same as sample 1. . cleat and fastened inside face. 24 ga.Galvanized Steel.Cleat was Cleat bent up at thQ nails. Out 220 4 ES000005 ES-One Edge for 6" ' . screwed on with#�Jx2"5S hex head ' use with buiit-up or screws at 6"tl�en every'{'O/C lnto the modified roof • flrst nafler ancl at 1'tf'►en every 2'into systems the second nailer. ' 5 ES000007 ES-One Edge•for 6" • Out 200 0.040"Alumintlm.Fastenlnp scheme Fascia bent enough to use with ballasted was the same as sample 4. �e c eat�n the tflinl eded roof systems � osition. p� Z�q 0.040"Alum(num.Fasteninc�scheme . ' 6 ES000006 ES-One Edge for 6" was fhe same as sampla 4. , use wlfulfy adhered ar mechanicalfy • . stened systems • 7 ES000004 ES-0ne Edge for 3" Out 400 24 ga.Galvanized Steel.Fastening o failure. � use w/fully adhered , scheme:#ex2°SS hex head w/washer or mechanically in slotted holes in the extnaded fastened systems aluminum cleat.After the flnal pull at 400 lblft2 which requlred 24.3 psig,the . pressure was increased to 90 psig >1500 Ib/ft2 without disen a in . 2 Copings at steel coping ln 24 ga.Galvanized steel and 0.040"Aluminum.Used to yerify that pulled from the inside pulls on fhis product goes beyond outside pull forces. inside • _ ,� � � � � � � � � A � � � � � � '� � � � , •�, . APPENDIX A � I . � � _ �-- � . . � ! � . � � Drawings � � � \ � 1 . � . � .� , , � , . i . \ • � , � l f '=�------- , . , . ' . . _ , . . � ' � � • � . . . � . � ' � • . �._1 1 � . . . ��,� � DL�SCRI.1�Z70N_• I��-01�T� COP��A'l� � � �', � W1�UTS�DE CL�AT AND�ASTENED INSIDE FACE � I � � COPlIVG COVER � � 22 GA.GALVANIZED __ 12'0"LENGTHS • 1�(n CO'NTQ�IUOUS CI.EAT COPII�IG�'OP IN TO IN � �� . � . � � . ' � oUTsia�rACE � � INSIDETACE ./�� • .�/� . / • • � �,,...�,,....� . _ . , hy � _ , . � ' ; ' . �'ODAYS�lIV'S�R TD • �11'BC01V0.1K1'G'AL � " ' CLEAT DETAIL • R007�'EDGE SYS7�M � � � �_n�57':t'l1RPf1RA'fE O1T1Q:: °� �V1!]..L Y 1=�17. .LYl.��L�l1.l.l�i ,. �VVLI��ol�r i•,�. • � �� (D'i�l'F�tS.EI�jDCAF9,'LTG.) � - o��I� LINEAL FT.(12'D":LENCrTHS) ,,.� 7A G�-1.GAL�. _�'QTJICKLO�1� VI��L.DFD l'�AC}L1RO,F.,IETiJI�) . � ��I��E�S� _ � .O$OALU�VIINL7M ' (STAl`�IDAItDACC�550R1E5UTII.17�ANUi�!-PENL�'f1NG N•^ _'-- r � y- .O$O KLIJlVillYUIYJ � p ' • __ •' " _ INSIDEMYT'ER�5�. �- - _-�- • -- - �.�cr�e�r.octc �o�rr�r.�'t�.�nnc�onxs�b�+r��Trc� - • , , � " � '�G�3'fi�C�iP(S) - _[�6�A�.tif�GM � �+ GFTT ENDCAP(5) � OTHER �Q�I�.�i�: • DAT�: 11/09lQ4 � dy l. ALL 1-AS'�ENQL�i�UPPLIL;D BY OfI'HEItS(t��F[OLE5 PIZDVIDED)• DWN BY: hNIDI' � COLOI� 2 A"lyIiDECOVE1tPLA'I�3A9'EACH.�OW!'SUPPLIEI7HYES-ONC d, , - {CR1NII't7?�7 S1YLE).�IOT 5FYG11�'N lA`DItA.WING 1 o ,�5IGNED PR1NT APPTLOI�N�:�]CiNITIGS A G]N77:ACCUR HA3 V�AI.L SHEET: ^ OF � , G-RTZL'S N'ifl'17ES ANDMATG[tlr\L'fYP'�S. D[A!1!�1d51 i] .�A � 1'RIJ�rl A�'PROY�D 73Y �1� , L .�: ESOOOOQ t � DATE"•,� SYGI�ATUR�: • fADItICATl. :ANONE.YYFZOCEEDUPOT1TiECU3PTOT5iGN1?DPRINI'MPQOVAL. � � _ � � w � �w �r a� � � �r �w- -- �- �-- -- �-------------- �r �w �■s �r � t� r � i- - < � I D�sc��ro�:• �s o� Co��nv+� �T�� W/OTITSIDE CLEAT AND F�°►3TENED INSIDB FACE _ 0 0 � . , � 22 GA.GALVANJZBU � ��, CONTII�TUOUS CLEAT _ COPII�IG COVfiR . 12`D"LENGTHS COPI�iG TOP IN TO IN � � • � � � � � � � � . �,� � OE]TS]DB FACE � INSID�PACE //� _ / � \ . � � � ,� �, � �n I � � � � i x�onArs�sr�x� ' � AN1iCONOMX�iI�• ' ' ' ' ltOUFEDGL'SY,�x'�M • " ItIST DETAIL • R5 ONCCOItL'ORATE()IFICC= � �Y ��;* � ��,�jJjsan r�� • [570I�LPItQSYLCTAV�. � �l U.�l1UTIT�.E�': .�A�'�RIAL: � + �� MILWA'LJ1�S,tiVl.53?A2 �� ti ,E+R]CAPS,IITC.) � � �7�DL�1](�ca[Anc�EApQ1J[s� ]�L: (Zfi�5A9-64W1 2�GrA.GALV- UIQ�IACI� \YATIS: 80Q-558 2162 N �.'`� LIIdEAL 1�T•(IZ`0"LENGTFIS) 040 ALUMIN[3M �.. � � �_,. OUTSIDEIvi�I�R�S) , .�.. �.._ ��STATma�n Joc��sso�vra-zz.�nxox��a�ueaTn�o rnx: C��)s�orm.co�t ' INSIDE MI�'.ER(S) .OSO ALUMIIJIIM ___ 9.��r,occt°_ PACTORY Sl?.Al�o til'A7�'tc�rY_ °�_.. . - •- -• - ---:�p'63 AX.'iJD1�Ni1M -.—` . v�:4vS,��rs ' "�4 li��]��S) �+ ' a' � OT�IER ______ - Q�L'S: 'i .� LFPTEi�IDCAP(S) -- ' OHDL�SPROVIDID). DATE: 1110910A �r 1_ALLl°A51�1t5 SUPPLTLD DY O'IfiERS(A� � z.n��vm$covr�.�-r�s��cr.�cslomrrsurer.�naY�s-o� DWNBY: NIDr � COIAR - (Citli�'II'Dht 9'1'YLL�}-NO'T 5flOW11 M DItAti�*Ilr`G o A SIGNEI7 PRTN9'Al'T'1LOVAL SIGNIi�CLS A CONflt?.CTDE ffi+s v��m nLL SIILET: ____ O� __._ � PROYED.BY.• nm�usior�s.srzts.QunNtrr[�s Arrn[vrE+Tntuni.rYr �� J��-r4 ESOOOOD2 P.lt7N�'.�P F s�c�n rRmrr arrna . uFox n�c�rr o \ �. STGNATURE: . F,��uc��v cr�a aru.�r rRoc�En . _. DA�� ,,., .... �I �� . � � w� �� - �r � �w �r � w �w � � � � � � �r r DES�.RIPTI0111:• ES-O�TE EDGE � � � � o �OIt USE WXTI3I3U1LT UP ORMODIFIED ItOOF SYS�TZMS • � � . . FASQA COVER • ' - 1�'0"LSNGr'I�S ' i ll8° . 6"STAII�TL.�SS STgEL SPR7NG � � _ _ g��°o�. _� � .APPROVTD M.ASZTCJSL�AT�ANT - • 1�LA�HI�C}S1'RTP � . � .._ I I/B° RO�F7viEN1BfiANB � � . „g�t . � � • �� OXIi �7 fg `--PRE�-1yUNCI�D 9132"X 3/8"SIAT . � 12"O,C � � /. � - . . 20 GA,GAI.1l"ANIZL�D FOI2MHD R.AII, ' _ • 12'q°LZ3NG'I�IS: • TODE[�.''S.�NN,4�3R TD • A1V�CONOMICf1L , RODF EDGL�SYSTL�hF �, � - m ��.��f.��' ,�.��.E,�: ��-or�conernu��:�[c�: . QU.�i�VlT7'�ES: 111AT..�.RIAL: � � 1 � ty vRu p� uX"DIDI COI�RA6L � j Z L'I�iL�AI.FI'.(1�0"LENG173S) x 2� GA GALV. —��sn s° a vea �rrn�[c N _ _ OUTSIl7EMITLR(S�_ ' .�AO ALYJIV�I�TLAVI � �s�m�s e�tz° s ara� 2 t�iuLans � _ ._._.,. �SIDEMiTBIt(S)_ ._ . _ _ OTHER - • -- -- -• , -Z�s��o .�s_ _ _ e�is"-- -. SNa�r.�es __ . ----- -•- -•-- � a, • - . - - -,1Y�l l'iU: . m `". it. aLUFasz�rrntts,sEa�.��tsrs,IL+15$R�TG A7�ID liODF ME1��ItA7� DAZZ: L 1/09/04 � � co�n �vrr�o nY rn�zc�s. d' z�,�nscrncov�r.r�ovi�K�crFt 1��raaP�ow�r. DWN DY: 1V1DF 0 N ' PI�NTAPPR0I�D�Y A SIGNID P[ilNT AI'P'ROV'AL STGNIFiES A CON'CAACTOR HA5 VEQII�ILD ALL S��ET' OF � D�NSi0N3,STZES,;QUt1ATlTIIIiS AND A9'ATERTAL TYL'�5. ' — — � DA'�='- SIGI�TATURL: FAI3ItICA1T""�CAN D7NLY P1tOCP,IIt?1�N RECIEP'C OI=5IG2+lLD PRINI'APP1tOVAL. DV►rI="�FSOOOOQ5 � ,-� �...o •-t •._ ' • . _, 1 - . _ . ` . � . �"r w�' �"� �"� �w � w � � �w w � � � a� _ � � ir �. F D.L*��5`CRIP?'.IaN.� E�'-OI�E EDGrE � . � a m FOR T75B WiTH BALLASTED ROOP SYSTF�Id� � , � � FASCTA COVER • - 12'0"LENGTHS - ' 6"STAINY.�SS STEEL SI'RTNG 4'0"O.C. . Z�� . h'� NON CURTNG SL�ALANT � 13/16" ROOI�DdEYi IDRANB � � ,►XI�► � • H�Ir , _ _ � � • • - I . . � . � /' 20 GA GAL'9'ANIZLD FORMLD � / . RATI�, i2'0"L&�C�3S. TOD�iYSA�YSJ�EIt TO (PItB-1'�3NC��9/32"X 3/8" • AIIT�C0.�ITOMXCAL SLOT'S, 12"O.C.) ROOTLDG��YSTEM °' ��,�BZ��,5; �s-or�conra��oxrrc�: � Q U.f�T.�.�,5.' �1��..�.f�: , PItODUGT TD ��a��D�x TMx�nrnt c��: � � - , _BSE B50 5 Uz° 3° 1 NAiL�II. �� 7.,I1�HAT.�.(12'0'��Gr'I�$� '� �4 GrA.GALV. , �SA�65 6112" �!12" 2 NA]LEEt5 C° ��$IDE��.�$� ° O90�,�TJM �i$5�-B80 8" 6" 3 NAII.EIiB ��. . _ _ nvsID$�(s�' _ .---• -�-��-..-- -- -- ` -- - � — -- - - ---�--• - --�� ---- -- -�---•• -- ---- -- • - � 'c ,NOT�ES�: m � I.AT�F�ASTEN�iRS,SEAI,ANTS A2�ID IIQOF�AEbIIiItANL+sUP2'IIGD �r • �� Bv an�ns. DATE: i i!#7/OQ � " �n ' z FAscrn covnitpRovmsn wtvi��u��oIIu�r. ' . . DWN BY: NIDF � � o • PRl'Nl".RPPROV.�iD BY• A SIQNED 1?lt]NP r1PPROVAL5TC3NITIfiS A CONlTtACTUItHAS VE[tIPIED A�L �gr �g � DIMENSI02�(5�StZE44,Q'UAT1Z1T1LS AI�ID MA7'QRTAL TYPES_ • — — W DATE: SYGrNATORB: FAB1LlCA1TC��1T1 QNLY PAQCECA UPDNIi.ECIEP'P OF S10VL?D PRINT APPJtOVAL. DWC""�SOOOOO7 r-t � , � • � , - �;:. � � \ ,:,� -- • \ � � w � � �■r � � � i■� w w � � � � � � �w . � i D�SCI�IPTI�N• E�-OI�1��3�GL� � • FORUSE'WITHF[JLLY ADHERBD OIZMEC�IANICALL.YATTACHE,D�uINGLEP�YROOF SYSTEMS o • [� � . FAS�[A COV'F.R . . -- [A � . i2'a°I�t`sNGTIIS • 6°STAIl�SS STE'EL SPRTNG ' _ _� i 1/8" • 9�'0°D.C. - . �I�N-Ci]I��TGr SBALANT � ROOF�R� � - - � 13116° - . � � t�g�� (`j a��r ' . ��1� � �2,orc C��7 9/32��x��sn sr.oT _ � , . � - . � � . �� 20 GA.GALVAI�IIZSD FORMED RAB. �OD�IYS.ANSFYElt TO 12'0"L'ENG7iI5� �lNL�'CONOMXC�L RUOFTiDGB SYSTSM � . ' � ��mnro�-raor•�tce; o �,��(r�7��]'�j]" dY'�IILfIB�E S12ES: tva�tz � �Va!�.1V�.[l�i�• 11�.�1.�-11.:Id1[r�� •- i PfCODUCTID "IInDTD� "X"l3�bf COVLRAGL+ � FSE 5r10 4" �7/8" 1 NAIL�R � ! r5ES50 S" 3718" ZNAILIIL25 w �2 LINEAL�T-(12��"LENG�IS) .X ?�I GA.GAL+V. E,}3-565 6 i12" . S 37F1" 3 NATLBIts , N • �UTSIDL�I��TER.(S) - .UAO AY.CMiNCTM -�rszs-san n�� • 6 7lfl_�- --- 4 NAIld'.flS —- - •- — - M - °�. ..._.... INS]DEIvXLITiR S - �-• �� 'L��, _ . - -- —- - - -- p4 m t. �L r��sr�rn�s,s�at�[s nrm r.aog t�n�a�surrL�n � DATE: i 1/09/04 �'; sY arrxans. � caLott DWN]3Y: NIDF 2 FASClA COVERPriO V�SD Wllli 1"I.AP JQINT_ �, SF3LTsT: � OF _ • o . • A SlGNECI PR12d'r�ZPPItOVs1L SI(3MPIPS A CpNTItACIOR T�AS 1/BIt�IID ALL � PItTNT.rlPPItOYJ:D BY,- o�su�Ns.srcEs.,QvnN'rTi'[�s arm��AI.�as, DWC"'�'tS000006 ,W-t SIGNA.TCJIZB' FABTtIC/1TI0�_`NONLYPRQCSP,DUPONIZIiC[�l'T�PSIGI3SRPlLiNTAPPROVAL �.. �,,,r... � DATF'�'� - �' . � • r, . . �� w w �. � � w� � � � w � �w � � � � i �w �3�,��.R�PTIDN.� ES-t3NE FA�C� � - . . FOR USE WYTHFUL,I.Y ADHERF?�7 OR MEG�ANTCALL`Y A.TTACHEI�531�7G�.L 3'l,"Y RtJUF S"N'STEMS �� <� , � . ��- c. • � .—NC3N CURCNC��A�t�,�'�' SCl 6" .--~-�.tOO�`MJEIi�'RANE , �'J �ASC7A Ct?"�rElt "—y-- ;` : ��+' 12'U"LENGTHS � .'�'�.�.'�-�. � .. ". . �` { ry �'. 13/16 /r � � �-.�' { � � 1 �� ` � � �„ ; . � . ' . s ' � �rt. 7 • r i EXTRUDED RETAINER BAR 12`0"LENGrT.FIS f (PRE-PUNCE3�U�U 9J32°�3fg" - /�f�'�''�/� - . , , . sLoxs 12 o.c.> . . �.�j.�;f�,/,�, �... _ . ._ �� U.S.PA.TEDTT#4;665=6b7 ,EXP]2L'SS`I.t3�l3'L�t1�t3 T'IME _ D��I2T�BROt►2�G - ti3A1V5A'[2D BIt{}�YtV �'�.$?�,Y�.S�41�T•S'�dR 1TICD ,,,_� .4 VAILAI��B FOR 24(�ZTGE ', A.tlt.�CDNP1.�'�'C� . , ��`�r � .. ,F� sxc�aNn o.o�n,��rm��n�rrrn�rrnr - �ci�wz�� - s�a�r�v��c� xot��.��s�� rr�F+�r..�aw�v�co.�o.crs: � FY�'EN14t1'TERSNOTQRD�1�3{EDJ - S1ANri3T01� QU.A1V'a'ITIE�: 1t�1�ERIAL: N+��`�'g; �fi-ONi�C4RPORA'PL�OI=r�cc: � cca��ro��rtsrrtv�c�:: � LINEAL I"I'.(12'U"L,$NGTHS) �2�GA. .�i,AI,V. BY O I�ASTL�3V33ItS,SLAI,AN'fS�iND 1�pOi�MEMBRANi�SUPPLTEL? 1-IiUp-371-;i3d3 FAX: �OLTfSIDB MITEit(S} � ,^ A40 ALttMll�lUM 2. FI�VSC3A CQVEIt T'ROV4fJ�D W171i 2"LAT'.iC�INT. . 1-262-57�-75II9 ,�tNsm�ivtt�r�ttts� " _,_ o`t7�rt wr-.�srr�: E&ONL'[taOrINt3PRODTIC'TS.Cp � � �I}ATE: 11/Q9/(k� G4I,QTt. � ...._..._....�.. .. � I}1�J'' B'Y: 119I?F P.�'IIdT AFARQYED BY.. A SIEtI3�D PR�i3'T AI'PRCi'VAL 9IQI�Ii1�I1:S A CONZ'RACfOlt NAS VT:ItTT(fiD ALL sxrr�: �F ! lllMBitTS14iVS,STZ.ES�Qt1AN'}'tT�L'S ANfA Iv�i1'!'tR[A!.'fYPLS. 'LlAT1E. SIGT�IATURE: T'ADRiCA'TION f��NI.,Y 1'ROCLIiIa UPON Iti"sCl�l''i'OP SIGNBn PR.INI'tiPPRQVAL. DWC'�'%SQO�a4� � �`u . - " � i � "�"� �r"� '�"� � �w �r �w w � +�r-w +� i �r w� � � w �, , _ -- _ � on ui ir�CbdeOnline `� ' 16064.9 PERMA-TITE COPING 16" WALL WIDTH, 4" INSIDE, 6" OUTSIDE FACE. 24 GA G-90� GALV,f12" WIDE 20 GA G-90 GALV ANCHOR CLIPS, 3' O.C. L�mits of Use Certification Agency Certificate , Approved for use in HVHZ: No FL16064 R1 C GAC PERMA-TIl"E COPING LISTING TEST Approved for use qutside HVHZ:Yes REP4RT FROM INTERTEK 5-31-13 odf Impact Resistant: N/A Quality Assuranee Contract Expiration Date Design Pressure: N/A Cfl/11/2018 1 Othe�: Installat(on Instructions FL16064' 'R1 II PTC- 3 FT'OC 6 AND UNDER FACE odf Verified By: Intertek Testing Services NA Inc: - EfL/Warnock Hersey , Created.by Indepenclent Thi�d Party: Evaluation Reports _ Created by Independent Third Party: ' ' � . , � � ' . ' • __ '- � ' ' � ' " '. ; � , � � � ' E i 1 tittps://www.floridabulldng.org/pr/pr aPP_dU.aspx?param=wGEVXQwtDqtFRm�NDWr5tQVcq2v2n3FBDfLwSoD9tEuoaQmQyWdg(�%3d%3d d' 1%1 �,� � '._._.._._.._ " -_-_ - �----�--- ,�._��"�___.�.-----___-.____�_�_��=�� -----;.��: I _ .,..- ----�------ - - � -- - - --- --- ---- - -- --� -�---- � , S(�eC�IRECT p01'JEAED DY� , � ., �. ' LISTING REPORT- MANUFACTURING . Issued: May 30 2013 6:36PM ' Inspection Tests And Evaluation Of ' Metal-Era Perma-Tite Coping (29763) ' ' RENDERED TO _ Metal-Era, Inc. 1600 Airport Road ' Waukesha WI53188 � ' ' GENERAL:This Report gives the results of the inspection, tests and evaluation of the above for compliance with applicable requirements of the following standards : ANSI /SPRI ES-1 ' (2003) : ANSI /SPRI RE-3 (2003) ' This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibiliry and liabiliry are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this report. ' Only the Client is authorized to permit copying or distribution of this report and then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested.This report by itself does not imply that the material,product,or service is or has ever been under an Intertek certification program. , � � I' 1 ' � Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM Sp.�{,',DIRECT' p01YERE0 BY�1� ' ' Correlation,for Multiple Listees , A licant/Basic Listee: Metal-Era, Inc. , PP 1600 Airport Road Waukesha, WI 53188 ' Applicant/Manufa�turer(s): � Aoqlicant/Manufacturer Contact Parties Au#horized to A i Mark: � PP Y CompanX Contact , ' 1 ' ' ' ' , , 1 � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 2 of 29 ' ' ' Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM .S��C[.�IRECT �'ot�lesEn ar� , , PRODUCT DESCRIPTION '� � Product Covered: Metal-Era Perma-Tite Coping ' Product Description: Metal-Era Perma-Tite Coping � ' , PRODUCT DESCRIPTION , I ' 1. Coping: Perma-Tite Coping ' Max Test Pressure sustained (180 PSF) * Width: 16" , Length: 12 feet Inside Face: 4" Outside Face: 6" ' Coping Cap Material: .050 Aluminum _ Anchor Clips: 20 Gauge Galvanized 12" wide ' 2. Coping: Perma-Tite Coping , Max Test Pressure sustained (120 PSF) * Width: 16" ' Length: 12 feet Inside Face: 4" Outside Face: 12" ' Coping Cap Material: 0.050 Aluminum Anchor Clips: 20 Gauge Galvanized 12" wide ' 3. Coping: Perma-7ite Coping Max Test Pressure sustained (140 PSF) * ' ' Width: 16" � Length: 12 feet � � Inside Face: 4" Outside Face: 6" Coping Cap Material: 24 Gauge � , Anchor Clips: 20 Gauge Galvanized 12" wide ' Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 3 of 29 ll 1 IReport prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM S�J@t;DIRECT �'OP!@AED tIY� ' 4. Coping: Perma-Tite Coping ' Max Test Pressure sustained (120 PSF) * � Width: 16" ' Length: 12 feet Inside Face: 4" . . O�tside Face: 12" Ccping Cap Material: 24 Gauge ' Anchor Clips: 20 Gauge Galvanized 12" wide 5. Coping: Perma-Tite Coping � Max Test Pressure sustained � 100 PSF) �� , Width: 24" Length: 12 fePt= -�— " , ' I - -,-- -in�iae-�ace 4" , .- Outside Face: 6" � Coping Cap Material: 22 Gauge Stainless Steel � Ancho�Clips: 20 Gauge Galvanized 12" wide 6. Coping: Perma-Tite Coping ' Max T�st Pressure sustained ( 80 PSF) * 1 Width: 24" Length: 12 feet � Inside Face: 4" Outside Face: 12" Coping Cap Material: 22 Gauge Stainless Steel , ' Anchor Clips: 20 Gauge Galvanized 12" wide * Sustained pressures shown above are tested values without safety factors applied and are not design pressures. Pressures applied were determined by using a GCp of-1.8 and a ' Horizontal Gcp of -1.1. , � ' Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 4 of 29 , 1 � 1 Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31%2013 l;09:46 PM ��j'��;DIRECT �owenen atr� � � Attribute Value ' CSI Code 07 60 00 Flashing and Sheet Metal Listed or Inspected LISTED Report Number . 100844630MID-001 . ' Criteria ANSI /SPRI ES-1 (2003) Criteria ANSI /SPRI RE-3 (2003) � Intertek Services Certification � Listing Section METAL ROOF EDGE FLASHING, FASCIAS & COPING SYSTEMS �. Test Original Issue Date October 26, 2012 - � ' • � ' - - - . _ -- ' � 1 , � ' ' 1 ' � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page S of 29 1 Repart prepared for.Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM ��(��R�G� �p,�tcRE��sr� ' MANUFACTURING INFORMATION � Metal-Era Perma-Ti#e Coping ,� See the Perma-Tite Coping Design and Detail Drawings in the dacument area of this section for design details and#abrication details. , Anct�oring and Clip frequency per Design Drawings except that a two plate system is to be used with the clip fasteners on each face located in the bottom plate. ' PRODUCT DESCRIPTION 1. Coping: Perma-Tite Coping . � Niax TPst Pressure sustained (180 PSF) " � Width: 16" Length: 12 feet � Inside Face: 4" Outside Face: 6" — --- -�opm`c,� �ap IVlaterial::t�5{�Aluminum -- — Anchor Clips: 20 Gauge Galvanized 12," wide , 2. Coping: Perma-Tite Coping � Max Test Pressure sustained (120 PSF) ' Width: 16" , �ength: 12 f�et Inside Face: 4" Outsida Face: 12" � Coping Cap Material: 0.050 Aluminum Anchor Clips: 20 Gauge Galvanized 12"wide 3. Coping: Perma-Tite Coping � Max Test Pressure sustained {140 PS�) " � Width: 16" Length: i 2 feet � Inside Face: 4" Outside Face: 6" Coping Cap Material: 24 Gauge � Anchar Glips: 24 Gauge Galvanized 12"wide 4.Coping: Perma-Tite Caping � iMetal-Era,Ina !29763 I Rev:May 30 2013 6:36PM I Uncantrolled Copy Page 6 of 29 � , ' RepoR prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM SpecDIRECT F0IVEAED 6Y� ' Max Test Pressure sustained (120 PSF) * Width: 16" ' Length: 12 feet Inside Face: 4" Outside Face: 12" , , ' Coping Cap Material: 24 Gauge ' Anchor Clips: 20 Gauge Galvanized 12" wide � 5. Coping: Perma-Tite Coping : _ Max Test Pressure sustained ( 100 PSF) ' � , � Width: 24" I Length: 12 feet ' Inside Face: 4" , Outside Face: 6" Coping Cap Material: 22 Gauge Stainless Steel � Anchor Clips: 20 Gauge Galvanized 12"wide 6. Coping: Perma-Tite Coping � Max Test Pressure sustained ( 80 PSF) * - _ � Width: 24" Length: 12 feet Inside Face: 4" Outside Face: 12" � � �, Coping Cap Material: 22 Gauge Stainless Steel Anchor Clips: 20 Gauge Galvanized 12" wide � *Sustained pressures shown above are tested values without safety factors applied and are not design ` - pressures. Pressures applied were determined by using a GCp of-1.8 and a Horizontal Gcp of-1.1. � � ' � ' � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 7 of 29 1 Re ort re ared for:Kha Penebaker(Metal-Era,Inc.)on S/31/2013 1:09:46 PM ^ '�' Ppf'fEREiI EsY I P P P �Y S��..DIREC. � � � SIGNATURE PAGE Re orted B : � P Y , .�,,P � . : � I ,3phr� Sch�chtn�c Prc�je�t Engirteer �3uitcfing Pro�ucts�Divisian � Reviewed By: � � , E, ,. . . ' �tC{c��[;��k�e�,5 P:�:. � - t � - �-��ii��,�t��i��r� _ _ :Buildirtg-and:�.Hear�l��.�:��;4-��::��ui�i�t� � I ,-- -- _--� - � _ - � � � � ;� � � � , Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 8 of 29 � � I � Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM� S ��'[��RECT P�ti�FER[D QY � � � DRAWING INDEX -� ' Perma-Tite Coping Design and Detail Drawings � � =-�`�_�- � � � � - � - _ . � / - - � � � � �- / �� ,�� - �� - I � � -- --- —- . � � � � , , Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 9 of 29 , Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM ��CDIRECT Potveneu tsr� � Perma-Tite Coping Design and Detail Drawings t I -TITE COPING , ; PERMA TAPERED VERSION � ` l6%8� Cber�JG s�zG ANCHOR CLIP 3'-0"O.C. � .I �{ ��1 Coping cover[12'-0" �2"(305 mm)wide ' ! I ' (3.65 m)lengths] z0 ga.(1 mm)galvanized � i � �°�Y;�u�ml wide concealed �r�chor clips 3'-0"(914 m)o.c � "SN„�� ;a*�each joint i 15/1ti";2�+�-?im) _ . ' � � i ��,�: 1 3/8° / ,r n n n p n �� ; (35 mm) �� f_, � _ • Outside face- t Inside face � ••:' �' . Min 3"{76 mm) Min 21/4"{57 mm) #10 x 1 ;."��;4 mm) • Max 6"(152 mm) _ Max 6 (i 52 mm) Stainless steei;:i5tt�ers I (provided) � !� � ��B„ - �b�� —'._� , � �,3/8 (10 mm) �? 1/�`i�8 mm)Galv.Ring shank � space provided for Actual wall width roufing n�:�l.s(provfded) s� wall variations � ��/ - � � —Concealed splice pfates are provided with factory applied —Welded Miters and Accessories non-curing sealant strips. Check one ❑Required(surcharge) ❑Not ep;��cable —Unless otherwise noted,fabrication of miters and accessories are MATERIAL. furnished standard utilizing a non-penetrating quicklock joint, � then factory sealed watertight. ,_24 Ga.(0.65 mm)Galv. Fabrication will proceed only after receipt of _.040"(1.01 mm)Alum. Color: X.050"(1.27 mm)Alum. � s;yr,��pr�nt a�proval. � — _ .063"(1.60 mm)Alum. Finish: Print Approval. _OTHER______ - Architect and/or contractor shall verify all QUANTITIES: �, dimensions,sizes and quantities.All �ineal Feet 12'-0"(3.65 m)Lengths products to be instalfed in sfirict accordance outside Miters @ L_°) with Metal-Era's printed instructions. Inside Miters @ L_°) � Approved by: Right End Caps Date: Left End Caps PROJECT: �-e y Corporate Otfices,Manufacturing � 1600 Airport Road;Waukesha,WI 53188 ' ARCHITECT: Phone:800-558-Z162 ROOFING CONTRACTOR: Fax:800-373-9156 www.metalera.com � REPRESENTATIVE/DISTRIBUTOR: DATE:09/11/12 SHT.# OF 1� Mera�Ersa DRN BY: JJC CKD BY: SAK �WG#11311-16258 A RoofEdgeSoludons � Page 10 of 29 , Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy ' � Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM S n'`� P01'tEAEB QY (J.,{. IRECT � , Perma-Tite Coping Design and Detail Drawings (page 2 of 12) � � PERMA-TtTE COP1{VG (TAPE42ED)tVEW VERSION FOR WALL SIZES 14"- 16" � : NOTE:ALL GAUGES Order# GOLD � "A"Ins. Face 4 "B"Wall 5ize 76 "G"Out. Face 6 ��l � � COPING COVER � � . FORM IN TO IN BLArlK SIZE 27 91/16 X 12`-0" � OUTSIDE #OF STRIPS 1 ; INSIDE FACE #OF SHEETS � FpCE 16 5/8 94. MATL THK.: .U50 � ' gp� Co�.oR: ,at:�wor�d � t TO BACK FACE DIM SEE �OREMAN IF f IS 3 3I8 1/16" OR GREATER 5 318 � 5 30' F.F, 30' F.F. P—.._..�_._.._..------ •--.. � PRESS BRAKE INFO ��5�32„ 72 �.F. 1 5/32° � 1= 2629e8 � ; 2= D.4686 _ � 3= 21.625D ' 4= 5.D000 - --•.................•------.._.....,_.....---....__:....---•-----•-•----------••------•----•'-----•...---•-•---•-�-• ------...--•-------- ••--•----�--- - SPLICE PLATE g�KSIZE 25'f1l16"� X 8" � FORM IN TO IN w/T�4cKi�T,4PE #OFPIECE5 - " 2 ; #OF STrZIPS 1 #"OF SHEETS 1 � 16 112 MA1'L THK.: ,040 2 gq� COLOR: ALMOfdD 90' � CHECK THAT TOP � • 3 va OUT TO OUT IS NO $ ��a GREATER THAN: 1s si�s 6 �_'"PRES§BRAfCElIIfFO'"—"�2' � 30' ' 7= 22.4063 . QC TO ANCHOR CLIP 11/16" � a= e.soss - ----•----•-----------------•----........_._...----.............-•----------•----------•---..L...__...---...----3 -•----0:6875-•-----..._.._..-- ANCHOR CLIP g�q(�(KSIZE zs��t�s x ,2�� FORM IN TO IN #OFPIECES s �- #OF STRIPS 9 16 318 #OF SHEETS 1!4 � � MATL TYPE.: 20 GA.GALV.PERF'D 515/16 STD �1 � � � p --- - 46' 145' ' PRESS 6RAfCE IlilFO� �'�#2UU ��'/7Lnn `�� ' 4= 7.8750 3�45 ��;C '"` 4 4„ 5 1/4 1 2= 6.6250 2 7l16 � � ; 3= 3,1250 � g f a= o.se�� 1 Q 15 318 9 � �= 12.6750 3�� 30• I 6= 11.4375 11/16" 11/16n ' 7- 7.4375 8= b.9375 9= 0.6875 �� Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 11 of 29 � Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM Spe�D�R�cT �'OtVEAED ETY� ' Perma-Tite Coping Design and Detail Drawings (page 3 of 12) ' � - COPlNG , PERMA TITE ; OVER 6"TO 12"FACE HEIGHT TAPERED VER510N ' �(�5/ " �pi,JG s rzE ANCHOR CLIP 3'-0"O.C. � i Coping cover[12'-0" �rZ' - � (3.65 m)lengths] • 12"(305 mm)wide ' � 20 ga.(1 mm)galvanized � � 8"(203 mm)wide concealed anchor clips 3'-0"(914 m)o.c. i splice plate at each joint i { i5/i6"(24 mm) � � � 1 3/8" n p�t ,!�� (35 mm) /Z�� n�n �'\ `� � Outside face Inside face . Min over 6"(152 mm) Min 21/4"(57 mm) • Max 12"(305 mm) Max 6"(152 mm) • #10 x 1 1/2"(38 mm) � Stainless steelfasteners � I (provided). ��B„ ��N / � 3/8"(10 mm) � �— - � L 1 �/2"(38 mm)Galv.Ring shank Actua�°�:?�I width roufing i�ail�(provided) � "space provided for � wall variations --Concealed splice plates are provided with factory applied --Welded Miters and Accessories non-curing sealant strips. Check one p Required(surcharge) O Not applfcable --Unless otherwise noted,fabrication of miters and accessories are MATERIAL. � fumished standard utilizing a non-penetrating quicklock joint, ' then factory sealed watertight, _24 Ga.(0.65 mm)Galv. .040°(1.01 mm)Alum. Color: Fabrication will proceed onfy after receipt of �,050"(1.z7 mm)Alum. signed print approvai. . _,063"(�.6o mm)Alum. Finish: � Print Approval. _OTHER ,4rchitect and/or contractor shall verity all QUANTITI E5: � dimensions,sizes and quantities.All �ineal Feet 1z'-o"(3.65 m)Lengths products to be installed in strict accordance outside Miters @(__°} with Metal-Era's printed lnstructions. Inside Miters @ L_°) � qpproved by: Right End Caps Date: Left End Caps PROJECT: �n�-�r 2 Corporate Offices,Manufacturing � 1600 Airport Road;Waukesha,WI 53188 ARCHITECT: Phone:800-558-z162 ROOFING CONTRACTOR: Fax:800-373-9156 � www.metalera.tom REPRESENTATIVE/DISTRIBUTOR: DATE:09/11/12 SHT.# OF `� METAL•ERl4 DRN BY: JJC CKD BY: SAK DWG#11311-16259 A \ NnofEdgeSoluNons � Page 12 of 29 "' Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy , � � Report prepared for:Khary Penebaker(Metal-Era,Inc.)on S/31/2013 1:09:46 PM ��p��(]IRECT potaeaco�v� � Perma-Tite Coping Design and Detail Drawings (page 4 of 12) � � _ , � PERMA-TI'{'E COPiNG (TAPERED)NEW VERS{ON FDR WALL SIZES 14"- 96" 1 NOTE:�4LL GAUGES Order# GOLD I ' � "A"(ns. Face 4 "B"Wall Size 16 "C"Out, Face 12 � f z- . j COPING COVER . 1 � FORM IN TO IN BLANK 5IZE 33 11196 X 12'-0" . OUTSIDE #OF STRIPS 1 i INSIDE FACE #OF SHEETS 1 ; FACE 16 5f8 94. MATL THIt.: .050 - � � 90. 3 COLOR: ALMOIdD � f TO BACK FACE DIM . SEE FOREMAN IF ± IS � 3 3!8 1/16" OR GREATER �1 3�$ "_. _ _ _ w.w.e 4 5 30' F.F. 30' f.F. �� Pf2ESSBR,4KE1NF0 DRIP p 12 L,F. DRIP � 1= 32.2188 1 � • 1 5/32 1 5/32 � 2= 0.4688 � 3= 27.6250 ; 4= 11.0000 ------------------------•----........----------..........._..__.......-----._...------•--.._.._........._......._... ....-•---•---------• SPLICE PLATE � � W/TACKYTAPE BLANKSIZE 3111f96 X 8" FORM IN TO IN #o��iecEs z #OF STRIPS 7 - #OF SHEFTS 1 76 1I2 MATL THK.: .040 I � 2 94' COLOR: ALiVIOND 90' ' � CHECK THAT TOP 3 114 OUT TO OUT 15 NO 1'f 1/4 GREATER THAN; �s si7s .r. 6 ��'..ARESS BRAKE IMFO� �#2� 1 30' ' 1= 3.2950 QC TO ANCHOR CLIP t t/16" � z= ��.sosa -------------------•---------.....--•---•--...-------........._.....-•-------�----•----• ----L•-----------------3--•----0:6875 � ANCHOR CLIP BLANK SIZE 3211176 X 12" FORM !N TO IN #OF PIECES s #OF STRIPS 2 16 3I8 #OF SHEETS 1l2 � � MAT'L TYPE.: 20 GA.GALV.PERF'D 515116 �-- 1 I S� 44' \ �/� / 46• 1� 145' ' � PRE3S BRAfCE INFO� �#200 � 45' \ .`� °�; n 45. �5 ; �_ �.s7eo 3� �� 4" 11 1/4 � 2= 6.6250 2 7l76 � 3= 3.1250 � � 4� 0,6875 li , �p 9 : 5= 18.8750 30. 15 3!8 30, � �6= 17.4375 11/16" � ■ 7= 13.4375 ��16� I 8= 1t.9375 g� � ' 9= 0.6875 ��►.If� � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 13 of 29 � � RepoR prepared for:Khary Penebalcer(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM 5��;[�j�EGT rotvenen aY� � Perma-Tite Coping Design and Detail Drawings (page 5 of 12} � � PERMA-TITE COPING � TAPERED VERSION l6%g� CoPrn1�, s��E ANCN4R CLIP 3'-4"C?.C. � ' Coping cover�12'-0" � �3 + 1�"(305 mm)wide • ? {3.65 m)lengths] � 24 ga.(1 mm)galvanized , -� 8"(203 mm)wide concealed anchor ctips 3'-0"(914 m)a.c. ; spltce piate at each joint ` 15/16"{24 mm) 3 `M _ � 1 r�/�rt ,,� —.. 1 3!8" „ �••�, �� f�f- (35 mm) � _ ri�rr inside face ' .a� Qutside face �. t Min 21l4"(57 mm) � �" + ' Mi n 3"(7 6 m m) Max 6"(152 mm) . #10 x 1 112"{3$mm) '� ' Ntax 5"(152 mm} � Stain{ess steel fasteners � � (provided) �TB�� l�f(�er r � 3/8"(10 mrn} ----I �-- Actual Wali wldth L � ;��$rnm}Galv.Ring shank space provided for roofing nails(provided) wall variatlons � --Concealed splice plates are provided w�th fadory applied --yUefded Miters and Accessories non-curing sealant strips. Check one ❑Required(surcharge} []Not applicable --Unless otherwise noted,fabrication of miters and accessories are �ATERIAL� fumished standard uti3izing a non-penetrating qu{ckiock jaint, . � then factory sealed watertight. �24 Ga.(0.65 mm)Galv. Fabrication will proceed only after receipt of _.040 (1.01 mm)Aium. Color: signed print approval. �,.050"{1.z7 mm)A(um, „ _,.063"(9.60 mm}A(um. Finish: � Pr�nt Approval. _.4TNER Architect and/or cantractor shatl verify al( QUANTITI ES: dPmensions,sizes and quantities.A(I Lineal Feet i2'-0"{3.65 m}Lengths � praducts to be instali�d in strict accordance putside Miters @�� with Meta!-Era's printed instructions. (nside Miters @(,.._._e) � Approved by: Right End Caps D�te; Left End Caps � ' PRQJECT: �',�-Fe�ke Corporate OfFices,Manufacturing � , � ARCHITECT: 7600 Airport Road;Waukesha,W!53988 � , Phone:800-55&2162 ROt?FlNG CONTRAC70R: Fax:800-373-9156 REPRESENTATlVE(RISTRlBUTOR: www.meta(era.cam � DATE:09/i 1/72 SHT.# OF 1� M�'ratElta DRN 8Y: .71C t RaofEdBeSalutio�u CKQ BY: SAK DWG#11311-16258 A �, Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Paga 14 af 29 � � , Report prepared for•Khary Penebaker(Metal-Era,Inc.)on S/31/2013 1:09:46 PM �,a��;DIR�CT �'Qt'lenen uv� ' Perma-Tite Coping Design and Detail Drawings (page 6 of 12) 1 ` . ; PERMA-TJTE COP[MG (TAPERED)NEW VEiZS10N FOR W/XLL SfZES 14"- 16" �� NOTE:.gLL GAUGES ' Order# GOLD "A"lns.Face 4 "B"Wall Size 16 "C"Out Face 6 �r3 � PING COVER CO FORM IN 70 IN BLANK S(ZE 2711I76 X 12'-0" � �; ' OUTSIDE #OF STRiPS 1 INSIDE FACE #oF sH�e7's 9 � FACE 76 6/8 94. MATL THK.: 24 GA. ' i 90. 3 COLOR: ALWIOND j � TO BACK FACE DIM SEE FOREMAP! IF t IS � 1 3 3/8 1/16" OR GREA7ER s sia — — — —..r.e 5 30' F.F. 30' F.F. r—•--•----_.. .. .. .. • PRE'SS BRAKE INFO 1 R�32„ 12 �-.F. 1 5�32 E 1= 26.2188 , ■ 2� D.4688 1 � ! ( 3= 21.6250 � ' 4= 5.0000 •---...----•-----•------ ...-----�-•---------------•------------•'•---�-----•------------ -•------•---•------- ...-•----- , _. ........................ �, SPLICE PLATE BLANKSIZE 2511f96 x e�� I � wi rac►c�raPe FORM IN 70 IN #OF PIECES z #OF STRIPS 1 #OF SHEETS , 1 76 1/2 MATL THK.: 24 GA. , z 94• COLOR: ALMOND • 90' I CHECK THAT TOP 3 �,4 our �o aur is No 51r4 GREATER THAN: �s s��s � s �_..P�ss�'�rN�o'._..#2. � 30' � 7= 22aos3 QC TO ANCHOR CLIP 19/1S" . 2= 5.9063 ------------------------------------------------•-----•-•-------_.................._....---.L.----------••-----3=_ .._ 0_6875_.__. ------------ ANCHOR CLIP BLarrKsizE zs��r�s x �z° 1 FORM IN TO IN #OF PIECES s #OF STRIPS 1 16 3/8 #OF SHEETS 914 � MATL TYPE: 20 GA.GALV.PERF'D , S 75116 STD� �� , _.. _ _ .... 44' 46' � 145' ' PRESS BRAfCE�INFO� �#20D � \� 55' • �= 7.s7so ;( . 3�^�5, �� 's� 4 4�� S 9/4 � 3= 6.6250 2 7/96 � � . 3.1250 � � 4 C 0.6875 15 3�8 9 5= 12.8750 �� I 6= 11.4375 30' 30' 7= 7.4375 11/16 ��16" l 8= 5.9375 : �� 9= 0,6875 � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 15 of 29 , Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1•09:46 PM �`��{;[��F{�C'�' FOl4ERE4 fSY� , Perma-Tite Coping Design and Detail Drawings (page 7 of 12) ' � PERMA-TITE COPING t � � OVER 6"TO 12" FACE HEIGNTTAPERED VERSION ` /6%Bt�CoPrti1G Sr� ANCHOR CLIP 3'-0"O.C. � i � � Coping cover[12'-0" � � ' (3.65 rri)lengti�sJ 12"(305 mm}wide � � 20 ga.(1 mm}qalvanized � 8"(203 mm)wide con�ealed � anchor clips 3'-0"(914 m)o.c. _ - � splice plate at each Joint � 15/16"(24 mm) � i � i — �„ 1 3/8" „ n p n (35 mm} S z, �t�rt � f'1 Inside face ' Outside face Min 21/4"(57 mm) � Min over 6"(152 mm) Max 6"{�52 mm) • ��p x 1 1/2"(38 mm)� . Max 12"(305 mm) � Stainless st�el fastzners ' (provided) :�8�� I6" / 3/8"(10 mm) ,��ual walf width `1 1/2"(38 mm)Galv.Ring shank space provided for roofing nails(provided) wall variations � ' –Concealed splice plates are provided with factory applied –Welded Miters and Accessories non-curing sealant strips. Check one ❑ Required(surcharge) p Not applicable ' –Unless othervvise noted,fabrication of niiters and accessories are MATERIAL. farnished standard utilizing a non-penetreting quicklock joint, � ' then factory sealed watertight. ,�24 Ga.(0.65 mm)Galv. Fabrication will proceed only after receipt of _.044"(1.ot mm)Alum. Color: signed print approval. _.oso"(1.z7 mm)Alum. � P r i n t A p p rova I. _•063"(1.60 mm)Alum. Finish: OTHER Architect and/or contractor shall verify all QUA�lTITf ES: dimensions,sizes and quantities.All Lineal Feet 12'-0"(3.65 m)Lengths � products to be installed in strict accordance with Metal-Era's printed instructions. outside Miters @(__°) Inside Miters @�°) � Appl'OVed by: Right End Caps Ddte: Left End Caps PROJECT: Sn-�Q Corporate Offices,Manufacturing � ARCHlTECT: 1600 Airport Road;Waukesha,WI 53188 Phone:800-558-2162 R�OFING CONTRACTOR: Fax:800-373-9156 REPRESENTATIVE/DiSTRIBUTOR: www.metalera.com � DATE:09/11/12 SHT.# OF ,� M�a�Ew► DRN BY: JJC NoatEdgeSoluHons CKD BY: SAK DWG#11311-16259 A � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 16 of 29 � 1 , Report prepazed for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM s ,��Q��C-� �otvEnen av I � - � ' Perma-Tite Coping Design and Detail Drawings (page 8 of 12) i � i PERMA-TITE COPING SI'APERED)NEW VERSION FOR WALL SiZES 94"- 16" � � „ „ „ „ NOTE:ALL GAUGES „ " �rder# GpLD � A ins.Face 4 B Wall Size �16 C Out. Pace 12 �� ; , COPING COVER � y F'ORM IN TO IN BLANK SIZE. 33 97176 X 12'-0" OUTSI�E #OF STRIPS 7 INSIDE FACE #OF SHEETS � FACE 16 S/S 9�. MATL THK.; 24 GA. �I � 90• 3 � COLOR: ALAIIOND - t TO BACK FACE DIM SEE FOREMAN IF t IS 1 a �s 1/16" OR GREATER �� 3�$ - 4 30' F.F, 30' F.F. ;'—��`�'pRESS BRAKE lNFO"'r.� _ DRIP n qz ��. DRIP � q= 322168 � 1 5/32 1 5/32 _ - � z= o.asss � � � 1 8= 27.6Z50 - ' 4 11.0000 � � """"-'--......""""'...........:........'-'...__....._._......."'-'........."""'_L.."'...."'...""'a'...._. ....'-' ""•"'-'-' SPLICE PLATE BCANKSIZE _- 3719116 x a�� ' __ FORM IN TO IN W�rac�raPE #OF PIECE� 2 #r?F S rRIPS 7 "` #OF SHEEi'S 7 , 76 7/2 MAT'L THK.: 24 GA. 2 94• COLOR: ALMOND 90' ' CHECK THAT TOP 3 114 OUT TO OUT IS NO 'E1 1/4 GREATER THAN: �s si�s � s �^� ?RESSBRA/CEl11fF0..�..#2� ' 3�� ' 1= 3.295D QC TO ANCHOR CLIP 11/16" � z= . ��.sos3 L---------•--------3----•--0_6875 ----�.................•-----�---------------••---......._.._...........---------._.._......_ --...._ ......_.__.. ANCHOR CLIP - swn,KsrzE 3z�v�s x �z�� FORM IN TO IN #OFPIECES e #OF S7RIP5 2 1B 3/8 #OF SHEETS 4l2 1 � MAT'L 7YPE.; 20 GA.GALV.PERF'D 516116 STD � �� „ � 44' 46' 145' `r pI4ESS BfL4KE II�fFO� ^�#2U0 5 , 1= 7.8750 3�"45° \'�,� 1�/6�4 4„ � z= s.s25o 74 1!4 , 3= 3,1250 2 7116 �\ �� , I 4= 0,6875 �� 15 3/8 9 : 5= 18.8750 30� 1 i�,06' f 7� 13,4375 11/16" , � 8= 19.9375 ..p�@� 9= 0.6875 f'160. ' Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy • , Page 17 of 29 1 Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM .Cjf��i:,QIRECT F'ot�reAeo�v � , Perma-Tite Coping Design and Detail Drawings (page 9 of 12) , � PERMA-TITE COPING � � LARGER THAN 16"WALL SIZE TAPERED VERSION ! 2�,��N EoP„�G 5�2�- ANCHOR CLIP 3-0 O.C. � � �� (5 � Coping cover L12�-�" � 12"(305 mm)wide - , j (3.65 m)lengths] ' 20 ga.(1 mm)galvanized � � 8"(203 mm)wide�onceaied anchor clips 3'-0"(914 m)o�. � splice plate at each joint � i 5/8"(16 mm) • i �� 1 3/8" n q n �p (35 mm) �•� n�n /'1 ,Inside face : Outside face Min 2 1/4"(57 mm) •�•� •• Min 3"{76 mm) Max 6"(15z mm) � #10 x 1 1/2"(38 mm) Max 6"(152 mm} Stainless steel fasteners � � 1 (provided) s--- _ - I ��6�� 2�" !1 ?/2"(38 mm)Galv.Ring shank � 3/8" 10 mm) � -��n��lrh d _ � � Actuai v�a�� ... roofing nails(provide ) ' s a�e provided for ' P . wall vanations – aled s lice lates are provided with factoty applied –Welded Miters and Accessories L Conce p P non-curing sealant strips. Check one ❑Required(surcharge) ❑Not applica e –Unless oEherwise noted,fabrication of miters and accessories are MATERIAL. � I furnished standard util'¢(ng a non-penetrating quicklockjoint, z4 Ga.(0.65 mm)Galv. then factory sealed watertiyht. — .040"(1.01 mm)Alum. Color: Fabrication will proceed only after receipt of —.050"(1.27 mm)Alum. signed print approval. — �n IeSS � .063"(1.60 mm)Alum. FEnish:�4 Print Approval. X OTHER 2Z �. Architect and/or contractor shall verify all QUANTITlES: dimensions,sizes and quantities.All Lineal Feet 12'-0"(3.65 m)Lengths � products to be installed in strict accordance outside Miters @�°) with Metal-Era's printed instructions. __�nside Miters @ L_°) , Approved by: Right End Caps Date: Left End Caps PROJECf: in+cr�'e 9C Corporate Offices,Manufaduring � 1600 Airport Road;Waukesha,WI 53188 ARCH ITECI': Phone:800-558-2162 ROOFING CONTRACTOR: Fax:800-373-9156 www.metalera.com ' REPRESENTATIVE/DISTRIBUTOR: DATE:09/11/12 SHT.# OF 1� METAL•ERA° DRN BY: JJC CKD BY: SAK �WG#11311-16260 A flaofEdgeSoluHans �� Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 18 of 29 � � i � , � Repart prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:04:46 PM ��}�,�;��- ��t,rFn€n t�Y_� � Perma-Tite �oping Design and Detail Drawings (page lU of 12} � G T E N W VEiiStO�t QR WALL SI�ES 20 3/16"- 26 1 •' PERMA TF'F'E COPIN �AP RED} E P `i 12 � " NdTE:ALL GAUGES Order# GOLD � "A"ins.�ace 4 "B"Wait Size 24 "G"Out.Face 8 #ts � COPING COVER .� 1 �C�R�i (�1 �� 1 � BLANK SIZE 35 71176 X 42'-0" � � OUTSIDE #OF STRIPS 1 INSIDE FACE #OF SHEETS 9 '• FACE 24 618 ,��. MAl'L TNK: 22 GA. � � g�. � COLpR: STAINL�3S 304-2B j —,.r.--- 3 f TO BACK FACE DIM SEE FaRENlAN !F � 1S � 4 3 3/8 1/16� OR GREATER � �s � ,.r'w 30' F.F. 30' F.F. 5 r_.....,..p,�ESS 8RAl�CE/11tFt1 DRSP 1Z L.F. DRIP I 1= 34.21$8 � 1 5/32" 1 5/32 ; 2= o.4saa � 3 c 29.6250 � 4= S.QOpO .....---•............................•---..._........----._.....-----..,.._,.-•-�--•----.......---...»-----..... SPLlCE PLATE y r ..._.,--•--------------- ------------ � VY�i/`tV7�J /�I'� �� .3��1�� X $n FORM 1N 70 IN #Ofi PIECES z #oF S7RIP5 1 - #OF SFiEEfS 4 � • 24 1/2 I�A'f'L THK.: 24 GA. � — 94' co�.caR: a�'Att��.�ss aaa-z�. _ _ - 90' � �FtEG�C THAT TOP 3 1/4 OUT TO OUT IS NO 5 'il4 GR�ATER THAN: � g�1� 6 j_..PRESS 8F?AfC��ltdFO.__..�2. � 3�' ' 7= 3.295q QC TO A�CNOR G�iP 11/t6" ! s= s.sos� --•--------------------- -.._.....------ -.....------......._..._.L_....,..--•-----_.�:......0_6875-----. ......_... .. ........................ -- ANCHOR CLIP � � Si.At�SKSIZE 3443146 X 12„ FORM IN TO IN #OF PIECES 5 #OF'SIRIPS 2 24 318 #OF SHEE Tu 412 � _ 1 MAi"L TYPE.: 20 GA.GAL.V.PERF'D BOL.p FACE � �t16 � SPRING 4�• tl 47' ti�" 145' � ;_.._....�»._..�..�..._..�.._... \ �� PRE.'`sS BRAK�lNFD #200 45' ��' ��fi, 45' � ; �= 7.5000 3�s � � 9� � ,�t� j 2= 6.6250 ; 3= 3.4375 $ 2 3/4 1 O 9 l 4= 0.6875 � 34� 23 3t8 �d• � 5= 1&.1250 11/1fi" 1 s= �s.sa75 11�16�� 7= 7.4375 , 8= 5.9375 g,� � 8= 0.6875 6l � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 14 of 29 � Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM S��?C;DIRECT Y014Eft[ll ISY '�- � Perma-Tite Coping Design and Detail Drawings (page 11 of 12) ' � PERMA-TlTE COPING , LARGER THAN 16"WALL SIZE,OVER 6"TO 12" FACE HEIGHT TAPERED VERSION I 2� � �'o ,� S�ZE ANCHOR CLIP 3'-0"O.C. � � Coping cover[12'-0" 12°(305 mm)wide • �/6 ; (�.65 m)lengrhs] z0 ga.(1 mm)galvanized ' � 8"(203 mm)wide concealed anchor clips 3'-0"(914 m)o.c. 1 splice plate at each joint ! 5/8"(16 mm) � ; 1 3/8" n q n �rr . (35 mm) 12,,� n�� /'i Inside face ' Outside face Min 2 1/4"(57 mm) � Min over 6"(152 mm) Max 6"(l52 mm) � #10 x 1 1/2"(38 mm)� � Max 12"(305 mm) � Stainless steel fasteners � (provided) ��B�� 2�u � � 3/8"(10 mm) � �,: �1 1/2"{38 mm}Galv.Ring shank space provided for Act'�a��'u��wicith roofing nails(provided) — , ,wall�.�ariati�ns--—_- -- ` � � --Concealed splice plates are provided with factory applied —Welded Miters and Accessories non-curing sealant strips. Check one ❑Required(surcharge) ❑Not applicable —Unless otherwise noted,fabrication of miters and accessories are �ATERIAL. � furnished standard utilizing a non-penetrating quicklockjoint, then factory sealed watertight. _24 Ga.(0.65 mm)Galv. Fabrication will proceed only after receipt of _.040"(1.01 mm)Alum. Color. signeci print approval. .050"(1.27 mm)Alum. � J.063"(1.b0 mm)Alum. Finish: 5�4'^(esS Print Approval. �OTHER 22-�C+• Architect and/or contractor shali verify all QUANTITI ES: � dimensions,sizes and quantities.All Lineal Feet 12'-0"(3.65 m)Lengths products to be installed in strict accordance outside Miters @ L_°) with Metal-Era's printed instructions. Inside Miters @(_...°) � Approved by, Right End Caps Date: Left End Caps PROJECT: �',�-J-cr�-C Corporate Offices,Manufacturing � 1600 Airport Road;Waukesha,WI 53188 ARCHITECT: Phone:800-558-2162 � ROOFiNG CONTRACTOR: Fax:800-373-9156 � REPRESENTATIVE/DISTRIBUTOR: www.metalera.com � DATE:09/11/12 SHT.# OF l� METAL•ERA DRN BY: JJC RoafEdgeSoluNons CKD BY: SAK DWG#11311-16261 A � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 20 of 29 � , ' Report prepazed for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM Sp��DiR�c.r p01VEAED tSY� , ' Perma-Tite Coping Design and Detail Drawings (page 12 of 12) 1 ; - , PERMA-TITE COPING (TAPEREb}NEW VERSION FOR WALL SIZES 20 13/�i6"- 26 1/2" � 1 NOTE:ALL GAUGES Order# GOLD � "A"Ins.Face � "B"Wall 5ize 24 "C"Ouf. Face 12 �16 ; COPING COVER ' _; FORM IN TO 1N BLANK SIZE A9 71/76 • X 92�-o�� ! OUTSIDE #OF STRIPS 1 ! INSIDE FACE #OF SHEETS � � FACE 24 5l8 94. MAT'L THK: 22 GA. � 90• 3 COLOR: STAINLESS 304-28 t TO BACK FACE DIM SEE FOREMAN IF ± IS , 3 3l8 1/16" OR GREATER �� 3�$ _ — --.^'w 4 30' F.F. 30' F.F. 5 �`��'"�`pRESS BRAfCE%NFO DRIP � 42 L.g. DRIP � 1= 40.2188 1 5/32 1 5/32 � 2= 0.4666 �' � 3= 35.6250 �.............................•---•-•--........-----------------------•--•--�•---:..-•---•---'----._.s.._..._ 4� 11.0000 SPLICE PLATE ........ ..............•----- -.....------ ' W/TACKYTAPE B�NKSIZE 39�1176 X 8" FORM IN TO iN #OF PIECES z #OF STRIPS 9 #OF SHEETS 1 � 24 1l2 MAT'L THK.: 24 GA. 2 g¢' COLOR: STAINLESS 3D4-ZB 90' � CHECK THAT 70P 3 1f4 OUT TO OUT IS NO �� ia. GREATER THAN: 2a sils 6 ��'��PRE3'S BRAKE/111F0 � #2� ' 30� ' 1= 3.2950 QC TO ANCHOR CIJP 11/16" � z= � 1T.eoss --------------•------......_....---..............---------•-••---.........._............-•--L------......._..-•3 ------0_6875--------------.--- ANCHOR CLIP 1 BLANK SIZE 40 93/16 X 12" FORM IN TO IN #OF PIECES s #OF STRIPS 2 24 3/8 #OF SHEEtS � 112 , 1 MATL TYPE.: 20 GA.GALV.PERF'D BOLD FAC� 9 3116 SPRING 43 �� 47' �� ' \ �, � / l45' �—"P�SS BRA�CE IhIFO � #200 45' 7�' Y�fi 1 45' 5� ; 1= 7.5000 , 3�s6v �'� � 9�" � z= s.szso 2 314 11 114 . 3�. 3.4375 I 9 � 4� 0.6875 , ' 3Q, l0 23 3/8 30� � 5= 24.1250 ' 11�16�� 6= 22.9375 � 11��6�� i 7= 13.4375 � 8= 11.9375 �� ' 9= 0.6875 � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 21 of 29 1 Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5!3 U2Q13 1:09:46 PM ��C[��R��'(' QotvesEo[sr� � I � �tJMPONENTS � Listing Report General Informa#ion � LISTtNG REPORT GENERAL WFORMATIQN The Applicant have agreed to produce, t�st and label Interteic Listed. products in accordance with the � . requirements of this Report. The Appiicant has also agr�ed ta notify intertek and request authorizatior� prior ta using aitemate parts, componer�ts or mat�riais. _ � {��TRU�TIONS FOR USE s One copy of this Report is submitted to the Applicant and used by the lntertek Field Representative � for Foilow-up Service lnspections; and � One copy is retained in Eiles at ihe {ntertek Reg'sona! Certification Center. � The Appl'scant is to use this Report as a guide for the operation of the certification program, and will manufacture the Listod product(s) in accordance with the specifications information stated herein. � The Intertek Field Representative shall determin�that the product is manufactured in accordance with#his Report and that certification procedures are fo((owed. In the case where a discrepancy�xists between the product and this.Repart, this Report wilE be � considered correct, and therefore the Applicant has the responsibility for making the necessary corrections so that the product will meet the specificatians stated herein. � COMPONENTS Components used shal! be thase itemized in tilis In#ertek Report cav,er'sng the product, including any � amendments andlor revisions. GERTIFtCATiC?N MARK I The Intertek Certificatian Mark applied to the proclucts sha!! either be separable. in form, such as labels � purchased from Intertek, or on a product nameplate or other media only as specifically authorized by lntertek. Use of the Intertek Certification Mark is subject ta the control of Intertek. MANUFACTURING AND PRODUCTION TESTS ' Manufacturing and Production Tests shall be performed as required in fhis Report. � FOL�OW-UP SERVICE Periodic unannounced Foflow-up Service Inspections of the manufacturing faciiity shail be ! canducted by Intertek. A Follow-up Service lnspection Report shail be issued after each visit. Specia( attention wiil 6e given to the fo1(owing: � Metal-Era,Ine, !24763!Rev:May 3Q 2013 6:36PM I Uncontcolled Copy Page 22 of 29 � � IReport prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM Sp�cDiR�cT POtYEAED BY� ' 1. Conformance of the manufactured product to the descriptions in this Report. 2. Conformance of the use of the Intertek Certification Mark with the requirements of this Report and the Intertek Certification Agreement. , 3. In-plant quality control procedures and personnel. 4. Manufacturing processes and changes. 5. Performance of specified manufacturing and production tests. I � In the event that the Intertek Field Representative identifies variance(s) to any provision of this I , Report, the Applicant shall take one or more of the following actions: , ', , 1. Correct the non-conformance. I 2. Remove the Intertek Certification Mark from non-conforming product. ' 3. Contact the Intertek office that issued this Report for additional instructions. i { . , .. GENERAL REQUIREMENTS AND DEFINITIONS ' Accepted -Accepted by Intertek. All inquiries regarding change to Listed products must be presented to Intert�k in writ►ng ��ti�ansideration and acceptance. � Authorized -Authorized by Intertek. All inquiries regarding change to Listed products must be presented to Intertek in writing for consideration and approval. ' C.S.A. -Canadian Standards Association. -- _ Certified - Equipment or material included in a list published by a nationally recognized certification I agency that conducts periodic inspections of production of Listed equipment or materials and whose listing stated either that the equipment or material meets recognized standards or has been tested and found suitable for use in a specified manner. __-- , Construction Details : For specific construction details, reference should be made to the following photographs and descriptions. All dimensions are approximate unless specified as exact or within a ''� � tolerance. In addition to the specific construction details described in this Report, the following general requirements may also apply as applicable. ' Discreoancy-A difference between this Report and a product described in this Report. This will � result in the filing of a Variance Report on which a management level decision for the corrective action will be based. � Installation. Operating and Safety Instructions - Instructions for installation and use of this roduct are rovided b the I , P p y Manufacturer as required by the standard. Listed - Equipment or materials included in a list published by a nationally recognized certification I a enc that conducts eriodic ins � , 9 y p pections of production of listed equipment of materials, and whose listing states either that the equipment or materials meets nationally recognized standards, ; , or has been tested and found suitable for use in a specified manner. Listed Component - Identifies any product covered under the Listing or Certification service of an NRTL (US) or a CO (Canada). ' � Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncon[rolled Copy Page 23 of 29 1 Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM S,C7�CDIREG't P4t+rEset�tsv� � Markinas-The lntertek Certificatian Mark shail be visible after instailation. Other markings may be � required as identified in this Repart. 1f evaluated ta a Canadian standard,the praducts may be required to have markings in both French and English. If so, it is the responsibility af the Applicant ta determine any such requirement artd provRde bilingua4 markings, where applicable, in accordance � with the Provincial Regulatary Authorities. N.F.P.A. - National Fire Pratection Association. � Pr�ductian Test Requirements-When appticable, the Manufaeturer shall have the necessary test facilities to carry out productian tests on t{�e Listed product. ' r�rac3uct,-Tfie product as described under"Authorization ta Mark" is eligible ta carry the lntertek � Certificatian Mark. E �Recagnized Component - (dentifies any component, park or sub-assembly, covered under the recognitian service of an NR7L (US) or a CO (Canada), and intended far use in In#ertek Listed, Intertek Classified, or Intertek Recogniz�d producfis. � � Re�cords- Records of the use of the Intertek Certification °J!ark must�be�maintained by the � Applicant and must be available far review during normal business hours. ' Shipping -As practicaliy as possible, each Listed producttis ta be shippeci campletefy assembled � � and incarporate the necessary safety and ir►stallatian instr�zct��ns. � _ - ______________ _ ____�___��-.__ � �- �`� Standards•The Manufacturer shall have in his possession all the current standards/specificatians ��/.- � far the Listed product. U.L.- Undsrwriters Laboratories Inc. , � ULG- Underwriters' Laboratories of Canada. Unlis#ed Cam onen#—Because unlisted companents are uncon#ralied, and they do not fa(! under � a third party follow up program, iTS may require these camponents to be tested and/ar evaluated at I least once annually, more often for certain components, as part af the independent certificatlon � pracess. i , Use of Mark-The Gompanents containing the lntertek Certification Mark(i.e. ink stamps, labels) ' must be kept in a secure area, preferably lacked and must not leave the designated manufacturing � j plant(s) location(s) unless authorized by Intertek. Records on the use of the mark are to be ' maintained up-to-date. The (ntertek Certification Mark and associated product identification rnust be � ' clearly visible and legible when app(ied to the finisfied product. Products to be marked must have successfully passed the productian tests and scrutiny af the quality control persannel, determining that the praduct complies with the specif'scatians stated in this Report. Failure ta comply with procedures constitutes ground far withdrawal of Intertek authorizatian to use the Interkek , Certification Mark. Ordering Labels- !t is the r�sponsibility of the Applicant to ensure that an adequate stock of � , labels is maintained. Label quantities in stock are indicated on alI packing siips issued by lntertek. ' Modification Procedure- lntertek may approve modifications of a product based on an additianal � � i Metal-Era,Ine. !29763 l Rev:May 3Q 2013 636PM I Uncontrolled Copy Fage.24 of 29 � � � I =_, , i , Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1':09:46 PM S�'je,C'�IRECT pOtYEAE9 6Y� ' ' evaluation or tests. Fees are charged for this service. If modifications are desired, such as substituting a different material, changing the cosmetic appearance, changing the rating, altering a component to simplify the manufacturing or improve the product, or any other change, the following 1 procedure must be followed: 1. Write the Intertek office that issued this Report requesting an evaluation of the modification ' required. Include a clear description and detailed drawings if required showing exactly what is involved, and state your reason for wanting to make the modifications. 2. Wait until written authorization is received from Intertek complete with additional or revised pages , to be inserted into your Report. Only after written authorization is received may the AppGcant proceed with the modification. INITIAL FACTORY AUDIT . ' Pur ose-The ur ose of this audit is to en � • p p sur�-the following: � 1. The Plant Manager, Foreman and Quality Control Personnel are familiar with this Report. 2. The Plant Quality Control Program will assure that the product is manufactured to the requirements in this Report. I 3. Key personnel are familiar with and recognize the need for Follow-up Service Inspections as well as proper handling of the Intertek Certification Mark and the use of log sheets, where applicable. _ ' 4. The duties of the Controller of the Intertek Certification Mark are properly understood. Eauipment or Supplies Needed , 1. Applicable Specifications. 2. Applicable Standards. , 3. Supply of log sheets where applicable. 4. Intertek Certification Mark Controller instruction sheet with sample log sheet. 5. Supply of open stocWcustom labels or stamp, etc. 1 Initial Factory Audit Procedures -The initial inspection (pre-arranged with date and time agreeable to both the Applicant and the Intertek Field Representative) will consist of an initial I meeting with the Plant Manager, Plant Foreman, Quality Control Manager and other key personnel. The initial meeting will cover a complete review of the Report and production facilities. INTERTEK FOLLOW-UP SERVICE INSPECTIONS ' The Intertek Field Representative shall determine that the roduc i p t s manufactured in accordance with this Report, and that label procedures are followed. ' Label Control - Record serial numbers of labels if a licable, in the lant. Ins ect label lo PP P P 9 sheets. The following information should be recorded in the label log sheets by the manufacturer: , 1. Label numbers, date labeled or shipped, product labeled, and destination. 2. Labels removed from, returned, freight damage, or rejected products should be picked up. � � 1 Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 25 of 29 1 Report prepared for:Khary Penebaker{Metal-Era,Inc.)on 5/31/2013 1:09:45 PM ��s��Cj �,�t��n�Y.� � �xaminatian of Produc#-At each Follaw-up Service Inspection the Inter#ek Field Representative � shall determine that the product which is intended to bear the Intertek Certification Mark is manufactured in accordance with the spec9fied standards as per the test program and stated herein. The Intertek Field Representative shall pay special attention to the failowing: � 1. Materials used must be free from defects that cou(d affect the performance of the product. 2. Suitable protective packaging. � 3. Complete safety and installation instructions are supplied with each product. No modification to these instructiQns shal! be made without lntertek autharization. , Exa�inatian af A�pticant's Inspection Programs-At each Follow-up Service Inspection, the j lntertek Fie(d Representative shall determin�rhat the App(i�ant's methads af inspection conform to the s�ecificatians included in the quality control procedures. The Intertek Field Representative will pay atter�tion ta: � 1. The Applicant's quality control report is complete and canforms ta the procedure accepted by intertek and included in this Report. � 2. The equipment useci for inspection conforms ta the spec'sficatiarr in the quality contral procedure.The work area is suitable for a goad quality cantrol program. 3. Regular manufacturing praduction line tests are carried out by the Applicant. � Discrepancies-The Intertek Field Representative shalE camplete his Follow-up Service Inspection sheet detailing the discrepancy and issue a Variance Repart. A signature an the Intertek Field � Representative's copy shall be obtained from the Applicant's representative, giving evidence that they were issued a copy. Copies sha(i be forward�d to the intertek Regional Certification Office. The Interkek Field Representative shall require that the Appiicant remove the Intertek Gerti#icatian � Mark from all products which do not meet the conformance requirements of ihis Report, and advise ihe Applicant nat to use the Interkek Certification Mark until further advised. In the case of minor cosmetic changes the lntertek Field Representative will note the variance on � his Follow-up Services Inspection Report and determine the action to be taken by the Appticant. Actions may be ta have the Applicant appfy ta Intertek for an evafuatian of the variance and if � approved, the subsequent modification of this Repart, or to have the Applicant agree to correct the variance an a!!affected units. On subsequent routine Fallow-up Service Inspections, the Intertek Field Representative will pay � specia(aitentian to any variances IRs#ed in prev�aus Fallow-up Inspection Reparts. If it is found that a variance has not been carrected as agreed to by.the Applicant, the Intertek Field Representative will contact Sntertek Regianal Certification Center for appropriate instructions. In eartreme cases, � service could be immedia#ely suspended. In the case af a difference existing between this Report and the product that could result in a safety � hazard, the lntertek Field Representative will fill out a Variance Report. The determinatian of what constitutes a variance is (eft to the discretion of the Intertek Fie1d Representative, but any modification ar change that could affect the operating characteristics af a praduct must be reparted. � The action taken by Intertek will be: • 1. Removal of ali la6els or the intertek Certifiication Mark or halting the shipping of the af#ected � product until the Applican#corrects the variance, or has an evaluation carried out by Intertek, Metal-Era,Ixic. !29763{Rev:May 34 2013 6:36PM!Uncontrolled Copy Page 26 of 29 � � � Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM ,��p��,(]�REGT Qotoenen.ar� ' the madification approved, and this Repart updated. 2. For units already shipped, procedures must be taken per Intertek SOP 7.14.2. , WN Labeling - Minimum Marking Requirements (new Inte�#ek Mark) � LABELtNG REQUtREMENTS FOR PRODUGTS BEARING THE WH[CERTIFIGATtt3N 11tfARK NlINIIVIUM 11tEARKlNG REQUtREMENTS • � All products marked with the V1lHI Certification Nlark will contain the following elements. � . WHI Gertification Mark E��with Gountry Identifiers�2� . The word "LISTED" • The product category used for the evaluation,the title of the standard, or the standard number. � . Product Designation including name/model [3] . Rating (if a product is eligible for multiple ratings of the same type, only one rating may be applied ta the product at any time} � • Control Number�4�or Listee's Name. �sa,�s� Additional Requirements: ' . Evaluation Standard Requirements . �ode Requirements - - - , � • Additional statements based on product or test results. Note: Refer to the a#tached diagram for example af the Mark . � �i� If space or size does not permit the reproduction of the Intertek name, it may be omitted. [2� "Cn for Canada and "US"for United States. � [s] The Praduct Designation must be sufficient to identify the product's manufacturing Listing Report. (4� Cantrol Number= Listee's Oracle Glient Number ar previous lntertek Glient Number. �s� If multip(e plants, then location ar location code shall be noted on label. �s� For open stack labels,the serial number is unique and therefare alsa satisfies the requirement for a control � number ar listee's name. � Nathing selected Nothing selected � No#hing selected Nothing selected � , 1 Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM!Uncontrolled Copy Page 27 of 29 i Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM ��(�IRECT �'otveaEn t�Y� ' ADDITIONAL REQUIREMENTS DRAWING INDEX � Intertek Warnock Hersey Certification Marks ' ' . - � ' . � ' ' T. __ - .. � ' � _ _ ' � , � 1 ' � ' , Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 28 of 29 ' � ' Report prepared for:Khary Penebaker(Metal-Era,Inc.)on 5/31/2013 1:09:46 PM s��RECT Pot�reaen nr� , Intertek Warnock Hersey Certification Marks ' ' ' � INTERTEK WARNOCK HERSEY LISTEb CERTIFICATION MARKS � 1 `_� `_� `_� ' C ��`' �7 US C '`� US � I ntertek I ntertek I ntertek I� ' "C"-MEETS CA�IA.DIAN STANDARDS - -- � "US"-MEETS UNITED STa�� S�A�l�� "C � US"-MEETS BOTH US AND CANADIAN STANDARDS ' "C 8� US" DESIGNATES LISTED PRODUCTS "WITH HOSE STREAM" II , _ 1 ' 1 ' ' - ' Metal-Era,Inc. I 29763 I Rev:May 30 2013 6:36PM I Uncontrolled Copy Page 29 of 29 I ' ' � ��, PERN[A-TITE CaPINC 4 F�AT flR TAPERED VERSIOi�-3'-0"O.C. APPROUE� ( tNSTALLATION INSTRUCTI0N5 ' I1MPORTANT:Prior to installation,read instructions carefully. t� ��. �p�E NOTE: Position roof inembrane an top of the wall covering 5��Fq�� [1T511�� ' the treated wo�d nailer(s)ar substrate cotnpletely.Ailow 112" . 4 OUTS(DE MIiER (13 mm)minimum excess rnembrane beyond nailer where . applicable.NRCA requirement,• . ' a a CORNER SHOWRf suPpa��r eup � CAUTION:INSTALL MITERS F1E25T1 STEP 1 -CORNER SUFPORT CLIP5 � L.00ATE AND FASTEN GALVANlZED CC?Rl�ER SUPP�RT CUPS TO THE WALL f i ' SPLICE PtATE � � { I I r `•. T i � ANCHOR CLIP .s - 4 . ' STEP 3 -MITER • :a ' •a � . 5TEP 2-MITER SPLICE PLATES&ANCHC7R CLIFS p�p��THE CORNER ASSENIBLY PQSITIC?N THE SPLICE PL.A�IN THE CE�CC�R OF THE ANCHC}R ��O POSfTION AND SECUR�ATTHE CLIP.INSTALL THE SPI.ICE PI.ATE AND ANCHOR CLIP� � ASSENIB�Y tNTC?EACH END OE THE CQRIVER AS SH�WfV �EXPOSED EDGE QE THE ANCHQR CLIPS AS FER DFfAtL A. t �,� 4 � T " 1 LEFi'ENDCAP �slp s�owra E FA�E 1-;' � : 1: ; � ' � SPLlCE PIATE ' f s + STEP 4-ENDCAP ANCHOR CLIPS ` STEP 5- ENDCAP SPLICE PLATES ' � E.00ATE AND FASTEN GALVANIZED R�lU1t}VE RELEASE PAPER FRONt T4P ANCH4R CLIPS TO WALL IMTH PROVIDED OF FACTORY APPUED SEALANT STRIPS.PLACE �ASTENERS FOR SUBSTRATE{SEE DETAlL.A�. SPLICE PLATE ONTO SECQND ANCFlOR CLIP AS SHOWN. � LOCAT€FASTENER IN THlRQ FASTENER IN FIRST � � FULL NOLE FROM BEND FUl1 HOLf FROM i BEND � � ROOF MEMBE�ANE �.-�,,,� I/Z"(13 mm) STEP 6-ENDCAP �• ' "' '.r::• ..: beyond nailer .. where applicabEe HOOK OUTSIDE FACE OF � ENDCAP OVER THE ANCHQR CLIPS AND ROTATE INTO PLAC�. i ENGAGE REAR LEG QNTO ANCHOR CLIPS BY PRESSING DOWNWARD[1NT1�SNAP[.flCK QCCURS. ANCN4R CL1P FASTEI�IE�G-DEf'A1L A Phane:800-55�2162 DATE: 03l201Q9 �HT.# � 4F 2 '�M�'a�:ER�►° Fax:800-373-��$6 DRN BY: JJC , 1 RoofEdgeSnlutions www.mexalera.com CKD BY: SAK DWG# '!7117-1�57 � � � - �FM PERMA-TITE COPI ,NG � FLAT OR TAPERED VERSION 3 0 O.C. �PR� INSTALLATION INSTRUCTIONS t ' INSTALLATION NOTES: T i � _ T 3'-0" 1) Installing contractor shall check as-built . � (g�4 mm) ' conditions,including nailer attachment, ; i . and verify the manufacturer's coping � • i''� T details for accuracy to fit the wall ; T , i ROOF � assembly prior to fabrication. . MEMBRANE : i . i . 2) Fasteners must be corrosion resistant ' !� . . : 1 and rated for a minimum 250#p�allout � . force for the substrate that is being � ; used. ' , —�":t.�: . ,,4�; • • �;;�;' STEP 7-ANCHOR CLIPS , .;:-;:`;• LOCATE AND FASTEN GALVANIZED ANCHOR CLIPS ' ' ' ' ' '��`• TO WALL AT 3'-0"(914 mm)CEIdTERS WITH PROVIDED . . • '.•�::�. ��'`��` If using an EIFS system, FASTENERS FOR SUBSTRATE(SEE DEf/�IL A). , :ti�`.,"•':: �asten thraugh face w/ � ~'=.'' fastener of proper length EIFS ��•«�' '+.�•:�' to penetrate nailer ' SPLICE _ PLATE , , ' STEP 9-COPING STEP 8-SPLICE PLATES . HOOK OUTSIDE FACE OF COPING OVER THE ANCHOR ' PLACE SPLICE PLATE ONTO ANCHOR CLIPS CLIPS AND ROTATE INTO PLACE.ENGAGE REAR LEG A7 SPLICE JOINT5,12'-0"(3.65 m)O.C. ONTO ANCHOR CL1P5 BY PRESSING DOWNWARD UNTIL NOTE: REMOVE RELEASE PAPER FROM SEALANT S1RIP5. SNAP LOCK OCCURS. - TYPICAL COP(NG INSTALLATION ' 8 (203 mm)WIDE 12"(305 mm)WIDE SPLICE PLATES WITH GALVANIZED ANCHOR CLIPS SEALANT STRIPS AT 3`-0"(914 mm)O.C. ' 3/8"(10 mm) EACH JOINT SPACE ROOF MEMBRANE 1/2"(13 mm) ' beyond nailer STEP 10-COMPLETION , �where applicable ,,+, 'I��• y�• CONTINUE INSTALLING COPING W(TH A 3/8" INSIDE =��' #9 x 7 1/2"(38 mm) '' OUTSIDE ' (10 mm)SPACE AT SPLICE JOINTS TO ALLOW FACE STAINLESS SfEEL FACE FOR THERMAL EXPANSION.FIELD CUT WHERE FASTENERS(PROVIDED) NECESSARY USING�FINETOOTH HACKSAW OR SNIPS. 3�8" NOTE REMOVE PROTECTIVE FILM IMMEDIATELY. (70 mm) , Phone:800-558-2162 DATE: 03/20/09 SHT.# 2 OF 2 t� META!_ERA� Fax:800-373-9156 DRN BY: JJC ' RoofEdgeSolutions www.metalera.com CKD 8Y: SAK DWG# 11111-1��7 � � ' Model, Number or Name Description FL# , 15047.1 Boral Adhered Masonry Veneer Adhered masonry veneer ' Limits of Use_ 'Installation Instructions A"pproved for use in HVHZ: Yes FL15047 R3 II 20�15 04 FINAL ER BORAL FL15047-R3 pdf Approved for use outside HVHZ:Yes Verified By: Robert Nieminen PE-59166 Impact.Resistant: N/A ' Created by Indep.endent Third.Party: Yes , Design Pressu're: +N/A/-102.2 ' Evaluatiori_Reports Other,:The design pressure noted.hereln pertafns ta one FL1504.7 Ii3 AE_.2015 04 FtNAL ER BORAL FL15047-R3_pdF � particular application. Refer to ER Section 5 for details and Created by Independent Third Party: 1'es otHer Limits of Use. � - - - - _ ` 1 . _. _ . - - - _ _ , • , • ' " ' - 1 ' � ' _ t 1 ' - ' � - ' , ' 1 � _ ____._._�.___.. ' , �. �:��. , _ ._ EXTERt�R RESEARCH&DEStGN,LLC. Certificate of Authorizatian#t9503 T�� S�CI1t'ISClafi StC22t� utllt#{13 �ERD O�ord,CT Q6478 � PHONE:(203)262-9245 FAX:(203)262-9243 , EtJAlUATION REPfJRi' Sara1 Stone Pradncts,LI.0 Evatuation Report 100378A7.05-R6 2256 Centennia!Road FL15047-R3 Toledo,OH 43617 . Date of lssuance:07ji8j2005 ' Revision 6:Q4/2$/2015 $COPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of ' construction materia(s in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Buiiding Code. The product described herein has been evaluated for compliance with the 5`h Edition{2Q14)Fio�ida Building Code sectians noted herein. ' DESCRIPTION: Soral Adhered Masonry Veneer taaeun��: labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency nated herein. , CONTfNUED COMPCIANCE: This Evaluation Report is valid unti! such time as the named product(sj changes, the referenced Quality Assurance documentation changes,or provisions of the Cade that refate to the praduct change. Acceptance af this Evaluation Report by the named client constitutes agreement to natify Robert Nieminen, F.E.if the product changes ar the referenced Quality Assurance documentation changes. Trinity�ERD requires a complete review of this Evaluation Report ' relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity�ERD Evaluated" may be displayed in advertising literature. If any portion of the Eva(uation Report is displayed,then it shall be done in its entirety. ' INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available far inspection at the job site at the request of the Building O�cial. This Evaluation Report consists of pages 1 through 4. , Prepared by. ,��`�tiizSat�rrj�--- ..1. ♦ ,�� J ':/� �, �4Q'C,:.�,�s;J�j,•, �; - }�„C.i.,�bi.Gv .' �i� !d':`,�+';,��i+'P=5?t'66�'� :Yr: ' '`�:.` ��♦y'4,�... `ttt: �i"11 }`$.1!!�.• ,r"r`jV1, Robertl.M.IVieminen RE. ,f��'�'��' 's�"'' j�r,r,G�,•;;��,.,. , The facstmite seal appearing was authorized by Robert Nieminen, i {:'� S�Q�q4�t�"h ' P.E.on 04/28/2015.Thts does notserve as an electronlwlly slgned f�Oftt�Q f�G'gfStfQC10R�/p.S91SS FIQtt(f0 Q�i9/aNE1�83 �=�J�s++f"ettt+ document.Sig�d,seated fiardrnpies have been transmitted to the ' Produd Approval Adm fnistrator and to the named client CERTIFtCATidN OF INDEPENDEFtCE: 1. Eacterior Research&Design,LLC.df b/a Trinity)ERD daes not have,nar does it intend to acquire or wi11 it acquire,a financiat interest in any company manufacturing or distributing products it evaluates. , 2. Exterior Research & Qesign, LLC. d/b/a Trinity�ERD is not owned, operated or controlled by any company manufacturing or distributing praducts it eva(uates. 3. Robert Nierninen,P.E.daes not have nar will acquire,a ftnancial interest in any company manufacturing or distributing praducts for , which the eualuatian reports are being issued. 4. Robert Nieminen, P.E.does not have,nor will acquire,a flnancial interest in any other entity involved in the approval process of the product. S. This is a building cade evaluation. Rleither Trinity�ERD nar Robert Nierninen, P.E. are,in any way,the Designer of Record for any 1 project on which this Evaluation Report,or previaus versions thereof,isJwas used for permitting or design guidance unless retained specifically for that purpose. � ' ' ' ' TE�If�IITY�ERD PANEL WALLS-SIDING EVALUATION: ' I. $COPE: Praduct Category: Panel Walls � Sub-Category: Siding—Adhered Masonry Veneer Compliance Statement: Adhered Masonry Veneer,as produced by Boral Stone Praducts, �LC,has demonstrated camp(iance with the follawing sections af the Florida Building Cade through testing and anafysis in accardance with the foilowing � Standards. Compiiance is subject to the Instailation Requirements and Limitations/Conditions of Use set forth herein. Z. STANDARDS: . - Section Pro e Standard Year � 1405.10,2122.1 Various ACI 534 2011 1405.10 Varipus ASCE 5 2011 1405.10 Various TMS 402 �2011 1605.1 J 1710.3 Wind Resistarice ASTM E330 2002 ' 3. REFERENCES: Enti Examination Reference Date CTt.(TST3847} AC1530 J ASCE 5/TMS 402 187531 04/11/2005 � ERD(TST6049) Wind Resistance 100379.O1.q6-R1 09/17/2012 ' ICGES(EVL2396) 2012�BC Com ptiance ESR-1364 SOJO1j2Q14 Ut tLC(QUA9625) Quality ConYrot inspedion Repart,R7704 02/03/2015 4. �RODUCT DESCRIPTION: � 4.1 Cultured Stone�,ProStoneTM'anti Madulo�Stooe 3re manufactured,precast,artificial stone veneers that are used as a non-bearing exterior veneer or an interior finish and trim on cancrete or masonry wa!!s,stud wa!!s and metal buildings. 4.1.1 The ueneer units are comptiant with ACt 53Q f ASCE 5 J TMS 402, have a maximum area of 5 ft2 with a maxirnum ' dimension of 36 inches,a maximum Yhickness of 2-5/8 in.and maximum welght of 15 Ibs/ft2.. 5. LIMITATiONS: i `5.1 This is a building code evaluation. Neither Trinity{ERD nor Robert Nieminen, P.E. are, in any way, the Designer of , � Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 Unless otherwise noted belr�w,this Evaluation Report is limited to maximum 30 ft height of insta(lation above the ' noncombustible foundation. Designs in excess of 30 ft shall be estabiished by the Designer of Record and approved by the Authority Having lurisdiction. S.2.1 A direct-bond application of"Coral Stone"in a Type 5 mortar setting bed atap cancrete or mesonry substrate has a max'smum design pressure J a{{awable wind load of-102.2 psf,which includes a 2.5 to 1 margin of safety. ' 5.2.2 {ttiaximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. 5.3 pirect-appiication substrates are limited to unsealed, unpainted, clean masonry and concrete. Other substrates, including wood sheathing, exterior wallboard, metal ar wood framing, shall include water-resistive barrier per FBC � 1404.2(ar equivalent)and metal lath in accordance with FBC 2510. 5.4 Wall substrates shall comply with the appiicabie FBC Sections. Wail substrates within NVNZ jurisdictians sha8 be ! impact resistant to the satisfaction of the Authority Having Jurisdictian. 6. INSTALCATION: ' 6.1 General � 6.1.1 Adhered masonry veneer shali be installed in accordance with Soral Stane Products' pubfished instaliation ' instructions,su6ject to the Cimitations noted in 5ection 5 and the detailed information noted herein. ' 6.1.2 The ve�eer is adhered to the supparting substrate with a'/z-inch to%-inch thick Type N or S mortar setting bed per FBC 2103.9. , 6.1.3 The ambient temperature and that of the veneer must be 40°F or higher at the time of application. , � E�erior Research and Design,LLC. Evaluatian Report 100378.07.05-R6 � Certfficate of Author7zatlon 1J9503 Ft15Q41-R3 � Revision 6:04/28/2015 , I Page 2 of 4 � i i ' I � � �� TRINITY�ERD ' 6.2 Stud Construction Substrate: ' 6.2.1 Non-HVHZ: 6.2.1.1 Substrates include open studs spaced maximum 16"o.c.,wood sheathing backed by studs spaced maximum 16" o.c.or existing exterior wall surfaces of plaster scratch coat,stucco or wood siding backed by wood sheathing with studs spaced maximum 16"o.c. � Wood studs shall have a minimum specific gravity of 0.42. Steel studs shall be minimum 20 gauge[0.033-inch(0.84 mm)]. 6.2.1.2 Studs,and/or wood sheathing shall be covered with a water-resistive barrier per FBC 1404.2(or equivalent). 1 6.2.1.3 Weep screeds(per FBC 2512.1.2)and code-compliant flashing shall be installed at the bottom of the wall and at all horizontal terminations of the veneer. 6.2.1.4 A 2.5 Ib/ydZ(1.4 kg/m�)galvanized,diamond mesh metal lath,or a 3.4 Ib/yd2(1.8 kg/m2),3/8-inch-thick rib,paper- ' backed,galvanized expanded metal lath(ASTM C847),or a 18 gauge[0.051-inch(1.3 mm)]galvanized woven wire mesh (ASTM C1032) shall be installed in accordance with Boral Stone published requirements atop the water- resistive barrier. The lath or mesh shall be fastened to each of the wall studs maximum 6"o.c.vertically. ' Fasteners for wood studs shall be minimum 0.120-inch diameter with a minimum 3/8"diameter head galvanized nails or galvanized staples of sufficient length for minimum 1-3/8"embedment into the studs. Fasteners for steel studs shall be corrosion-resistant,self-drilling,self-tapping with a minimum 7/16-inch diameter � pancake head of sufficient length for minimum 3/8"penetration through the studs. 6.2.1.5 A%z-inch to%-inch scratch coat of Type N or S mortar shall be applied over the lath or mesh and allowed to cure for not less than 48-hours prior to veneer application. The scratch coat shall be moistened prior to application of the mortar setting bed. ' 6.2.1.6 Apply the mortar setting bed to area not exceeding 10 ftz. The veneer is then lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar remains soft and pliable. Alternatively, the veneer may be `back-buttered'with each unit pressed into place. ' The mortar setting bed,whether applied to the scratch coat or in a 'back-butter fashion,shall be of a thickness and consistency to allow mortar to be squeezed out around all edges of each veneer unit to assure a full bond. All joints shall be tooled. , 6.2.2 HVHZ: 6.2.2.1 Substrates include wood sheathing backed by studs spaced to create an impact resistant substrate to the satisfaction of the Authority Having Jurisdiction, but not less than that set forth in Boral Stone published installation requirements or Section 6.2.1 herein. ' 6.2.2.2 Wood sheathing shall be covered with a water-resistive barrier per FBC 1404.2 / FBC HVHZ 2121.6.2 (or equivalent). 6.2.2.3 Metal lath shall be in accordance with FBC HVHZ 2510, but not less than that set forth in Boral Stone published ' installation requirements or Section 6.2.1.4 herein. � 6.2.2.4 A%-inch to%-inch scratch coat of Type N or S mortar shall be applied over the lath or mesh and allowed to cure for not less than 48-hours prior to veneer application. The scratch coat shall be moistened prior to application of ' the mortar setting bed. 6.2.2.5 Apply the mortar setting bed to area not exceeding 10 ftZ. The veneer is then lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar remains soft and pliable. Alternatively,the veneer may be 'back-buttered'with each unit pressed into place. ' � The mortar setting bed,whether applied to the scratch coat or in a `back-butter'fashion,shall be of a thickness and consistency to allow mortar to be squeezed out around all edges of each veneer unit to assure a full bond. All joints shall be tooled. ' 6_3 Concrete and Masonrv Substrate: 6.3.1 For direct-bond applications, the substrate shall be unsealed and unpainted, free of dirt, debris or other bond- breaking material. � 6.3.1.1 Painted,sealed or dirty concrete or masonry substrates shall be cleaned by sandblasting. Exterior Research and Design,LLC. Evaluation Report 100378.07.05-R6 Certljicote ofAuthorizatlon J19503 FL35047-R3 � Revision 6:04/28/2015 Page 3 of 4 ' � TI�INITY�ERD 6.3.2 A%:-inch to%-inch scratch coat of Type N or S mortar shall be applied and allowed to cure for not less than 48- ' hours prior to veneer application. The scratch coat shall be moistened prior to application of the mortar setting bed. ' 6.3.3 Apply the mortar setting bed to area not exceeding 10 ft2. The veneer is then lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar remains soft and pliable. Alternatively,the veneer may be 'back-6uttered'with each unit pressed into place. 6.3.3.1 The mortar setting bed, whether applied to the scratch coat or in a `back-butter'fashion,shall be of a thickness �, and consistency to allow mor,tar to be squeezed out around all edges of each veneer unit to assure a full bond. • 6.3.4 All joints shall be tooled. ' 7. BUILDING PER�AIT REQUIREMENTS: , As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 1 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA en:ity for information on plants covered under Rule 61G20-3 QA requirements 9. QUALITYASSURANCE ENTITY: � U L LLC—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- i ._ . . - � i . 1 1 1 � 1 1 1 Exterior Research and Design,LLC. Evaluation Report 100378.07.05-R6 � Certificate of Authorizotlon i�9503 FL15047-R3 Revision 6:04/28/2015 Page 4 of 4 ' , ' - - _- EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization!/9503 TRII V� 1 1 I ERD 353 Christian Street, Unit#13 � Oxford,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 , EVALUATION REPORT Boral Stone Products,LLC Evaluation Report 100378.07.05-R6 2256 Centennial Road FL15047-R3 .Toledo,OH 43617 _ Date of Issuance:07/18/2005 . ' Revision 6:04/28/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of ' construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition(2014)Florida Building Code sections noted herein. 1 DESCRIPTION: Boral Adhered Masonry Veneer LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. ' CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity�ERD reatiires a complete review of this Evaluation Report ' relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity�ERD Evaluatea" N�;r be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. '� , INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: `,,a,��a�.,,w,,�— ' . � .� �. ' �aP��E1�`'/i��,� �,�`•�a.�''��,��_ �••• - K�^J��o:541'8�J�� , ' �'�t`'S;�TE'OFr��' � `�'�'�5��..`�C fi;ti.r�'�^?� The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M,Nieminen,P.E. ,,s�••• Y;lj��y a1.��`k P.E.on 04/28/2015.This does not serve as an electronfral sl ned ' Flo�idaRegistrotionNo.59166,FloridaDCAANE1983 t�=�J��"�� doamentSigned,sealedhardcopieshavebeentransmtttedtothe Produc[Approval Adminlstrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinity�ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. � 2. Exterior Research & Design, LLC. d/b/a Trinity�ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for ' which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any ' project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ' ' � II � � T�.��IETY�ERD � PANEL WALLS-SIDING EVALUATION: � 1. SCOPE: � Praduct Category: Pane!Walls Sub-Category: Siding—Atihered Maso�ry Veneer Comqliance Statement: Adhered Masonry Veneer,as produced by Boral Stone Products, �LC,has demonstrated compliance with the follow9ng sections of the Florida 8uilding Code through testing and analysis in accordance with the fotiowing , Standards. Compliance is subject to the Installation Requirements and Limitations/Conditians of Use set forth herein. �. STANDARDS: • ' Sectis�n Pro e Standard Year � 1405.iQ,2222.1 Various ACI 530 2011 1405.1J Various ASCE 5 201I 1405.10 Various TMS 402 2011 1609.1 J 1714.3 Wind Resistance ASTM E330 2002 � 3. REFERENCES: Enti Exam�nation Reference Date CTL(1'ST3847) ACI 53q/ASCE 5/TMS R02 1$?531 04J11/2005 � ERD{TST6049) Wind Resistance 100379.01.06-R1 09/17/2012 ICGES(EVL2396} 2Q12!BC Compliance ESR-1364 14JOIIZfl14 UL LLC(QUA9625) Quality Control Inspection Report,R7704 02/03J2015 4. PR�DUCT DESCRIPTION: � 4.1 Cultured Stone�,pro5toneTM and Modulo�Stone are manufactured,,precast,artificial stone veneers that are used as a nan-bea�ing exterior veneer or an interior�nish and trim on concrete or-masonry wa!!s,stud walls and metal buildings. i • 4.1.1 The�:en�2r-units are compliant v�i�";CI c30/ ASCE 5/TNiS 402, have a maximum area of 5.ftz with a maximum ' -�`"""`�dimension of 36 inches,a maxi�num thi�kness of 2-S/E in.and maximum weight of 15 Ibs/ft2. �.� __ --- 5. , LIMITATIONS: ., ' S.2 This is a building code evaluatio». Neither Trinity�ERD nor Robert Nieminen, P.E. are, in any way,the Designer of ' Record for any project on which this Evaluation Report, or previous versions thereof, isJwas used for permitting or deslgn guidance unless retained specifically for that purpose. 5.2 Unless otherwise noted below,this Evaivation Report is limited to maximum 3d ft height of installation above the ' i noncombustible foundation. Designs in excess of 30 ft shall be established by the Designer of Record and approved by �I the Authority Having Jurisdictian. 5.2.1 A direct-bond application of"Coral Stone"in a Type S martar setting bed atop concrete or masonry substrate has a maximum design gressure f ailowable wind load of-1Q2.2 psf,which includes a 2.5 to 1 margin of safety. � 5.2.2 Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. 5.3 Direct-application substrates are limited to unseated, unpainted, clean masonry and concrete. Other substrates, including wood sheathing, exterior walthoard, metal or waod framing, shall include water-resistive barrier per FBC � 1404.2(or equivalent)and metal lath in accordance witii FBC 2510. 5.4 Wa11 substrates sha11 compty with the applicable FBC Sections. Wall substrates within HVHZ jurisdictions shall 6e impact resistant to the satisfaction of the Authority iiaving Jurisdiction. ' 6. INSTAElATION: , ' 6.1 General 6.2.1 Adhered masonry veneer shall be instatied in accordance with Baral Stone Products' published instai(ation i instructions,subject to the Limitations noted in Section 5 and the detailed information noted herein. � � 6.1.2 The veneer is adhered to th�supporting substrate with a'/=-inch to%-inch thick Type N or S mortar setting bed per FBC 27.03.9. � 6.1.3 The ambient temgerature and that of the veneer must be 40°F or higher at the time of application. ' EMeriar Researcfi and Design,LlC. Evaluation Report 100378.07.05-R6 � Certijlcate of AnihoKzatlon it9S03 FLI5047-R3 Revisipn 6:OAJ28J2015 ' Page 2 of 4 � i ' I��INIT1�I ERD � 6.2 Stud Construdion Substrate: � 6.2.1 Non-HVHZ: 6.2.1.1 Substrates include open studs spaced maximum 16"o.c.,wood sheathing backed by studs spaced maximum 16" o.c.or existing exterior wall surfaces of plaster scratch coat,stucco or wood siding backed by wood sheathing with studs spaced maximum 16"o.c. , Wood studs shall have a minimum specific gravity of 0.42. Steel studs shall be minimum 20 gauge[0.033-inch(0.84 mm)]. 6.2.1.2 Studs and/or wood sheathing shall be covered with a water-resistive barrier per FBC 1404.2(or equivalent). ' 6.2.1.3 Weep screeds(per FBC 2512.1.2)and code-compliant flashing shall be installed at the bottom of the wall and at all horizontal terminations of the veneer. 6.2.1.4 A 2.5 Ib/yd2(1.4 kg/m2)galvanized,diamond mesh metal lath,or a 3.4 ib/ydZ(1.8 kg/mZ),3/8-inch-thick rib,paper- ' backed,galvanized expanded metal lath(ASTM C847),or a 18 gauge[0.051-inch(1.3 mm)]galvanized woven wire mesh (ASTM C1032) shall be installed in accordance with Boral Stone published requirements-atop the water- resistive barrier. The lath or mesh shall be fastened to each of the wall studs maximum 6"o.c.vertically. � Fasteners for wood studs shall be minimum 0.120-inch diameter with a minimum 3/8"diameter head galvanized nails or galvanized staples of sufficient length for minimum 1-3/8"embedment into the studs. Fasteners for steel studs shall be corrosion-resistant,self-drilling,self-tapping with a minimum 7/16-inch diameter � pancake head of sufficient length for minimum 3/8"penetration through the studs. 6.2.1.5 A'/:-inch to%-inch scratch coat of Type N or S mortar shall be applied over the lath or mesh and allowed to cure for not less than 48-hours prior to veneer application. The scratch coat shall be moistened prior to application of the mortar setting bed. ' • • � 6.2.1.6 Apply the mortar setting bed to area not exceeciing�.0 ftZ. The veneer is then lightly but firmiy tapped into the mortar setting bed to ensure bond while the mortar remains sof:and-pli�ble. Alternatively, the veneer may be `back-buttered'with each unit pressed into place. , _ The mortar setting bed,whether applied to the scratch coat or in a 'back-butter fashion,shail-5�uf a thickness and consistency to allow mortar to be squeezed out around all edges of each veneer unit to assure a full bo�'��. All joints shall be tooled. � 6.2.2 HVHZ: � 6.2.2.1 Substrates include wood sheathing backed by studs spaced to create an impact resistant substrate to the satisfaction of the Authority Having lurisdiction, but not less than that set forth in Boral Stone published installation requirements or Section 6.2.1 herein. ' 6.2.2.2 Wood sheathing shall be covered with a water-resistive barrier per FBC 1404.2 / FBC HVHZ 2121.6.2 (or equivalent). 6.2.2.3 Metal lath shall be in accordance with FBC HVHZ 2510, but not less than that set forth in eoral Stone published � installation requirements or Section 6.2.1.4 herein. 6.2.2.4 A%z-inch to%-inch scratch coat of Type N or S mortar shall be applied over the lath or mesh and allowed to cure for not less than 48-hours prior to veneer application. The scratch coat shall be moistened prior to application of ' the mortar setting bed. . 6.2.2.5 Apply the mortar setting bed to area not exceeding 10 ftZ. The veneer is then lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar remains soft and pliable. Alternatively,the veneer may be 'back-buttered'with each unit pressed into place. ' The mortar setting bed,whether applied to the scratch coat or in a 'back-butter'fashion,shall be of a thickness and consistency to allow mortar to be squeezed out around all edges of each veneer unit to assure a full bond. All joints shall be tooled. ' 6_3 Concrete and Masonrv Substrate: 6.3.1 For direct-bond applications, the substrate shall be unsealed and unpainted, free of dirt, debris or other bond- breaking material. , 6.3.1.1 Painted,sealed or dirty concrete or masonry substrates shall be cleaned by sandblasting. Exterior Research and Design,LLC. Evaluation Report 100378.07.05-R6 CertlJlcate oJAuthorizatlon p9503 FL15047-R3 ' Revision 6:04/28/2015 Page 3 of 4 1 �� f , TRIP�IITY`E�D 6.3.2 A%-inch to%-inch scratch coat of Type N or S mortar shall be applied and allowed to cure for not less than 48- � hours prior to veneer application. The scratch coat shall be moiste�ed prior to application of the mortar setting bed. ' � 6.3.3 Apply the mortar setting bed to area not exceeding 10 ftZ. The veneer is then lightly but firmly tapped into the �I mortar setting bed to ensure bond while the mortar remains soft and pliable. Alternatively,the veneer may be I `back-buttered'with each unit pressed into place. ' 6.3.3.1 The mortar setting bed,whether applied to the scratch coat or in a 'back-butter'fashion, shall be of a thickness I and consistency to allow mortar to be squeezed out around all edges of each veneer unit to assure a full bond. 53.4 •All joints shall be tooled. • 7. BUILDING PERMIT REQUIREMENTS: ' As required by the Building Official or Authority liaving Jurisdictior in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: , Contact the manufacturer or the named Q�1 entity for information on plants cavered under Rule 61G20-3 QA requirements 9. QUALITY ASSURANCE ENTITY: � U L LLC—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- i ,- _�_ _. _ _ �- -- �� "- 1 .- - �� 1 � 1 i 1 1 1 Exterior Research and Design,LLC. Evaluation Report 100378.07.05-R6 , Certfficate of Authorization#9503 FL15047-R3 Revision 6:04/28/2015 ' Page 4 of 4 � Niodel, Number or Plame Description ,I ' FL# - ' �4553:1 Swinging Hollow Metal Door and Severe Windstorm Resistant Door and Frame Frame Product , Limits of Use Certification:Agericy Gertificate ' Approved for use in HVHZ: Yes FL4553 R10 G CAC fL4553-Rb-CAG-FBGOAL'etterUL.odf � � Approved for use outside HVHZ:Yes FL4553 R�10 C-CAG ZHGW.RZ7575.pdf , , Impact,Resistarrt:Y�"s FL4553 R10 C CAC ZHCW.R27576.pdf Design Rressure: N/A. ,QuatYty�Assurance Contract Expiration Date Other: De"sign Pressure varies by size &application. inswing . 12/31/2Q17 , and..outswing;,singles and pairs of hollow metal doors and Insta(tation Instnictions ; ' '.frames as Iisted with Underwrlters Laboratorles. Reference FL4553 Ri•0 II UL Doar_Instailation Instructions i guide information; ZHCiN.R27575 for doors antl ZHDL.R27576 �7 25 14):adf � for• frames: See UL Frame Installation Instructions for water FL4553 Rid II UL_Frame Installation Instructions RS. df � infiltration requirerrtents. FL4553 R10 II Windstorm Label Qoor.udf ` , FL4553 R10 II• Windstorm Label Frarne pdf � Verified By: UL LLC � Created by Independent:l`hird Party: - Eyaluation Repoits. , : Created by Independeht Third Pa[ty: , � i . 1 1 1 . 1 � 1 = l 1 1 � 1 ��_�. _. �_.__..__._._._ _a __w__ �_ :__a___�_,._ �_..��_____�m��--___.---^-=__ -- :._.__��_..��.:� -__-___-_ .____�a�_�a _} , � - � _ � ' . , � ' March 31 2014 � � ' CECO Door.Products, ' - : ATTI�I: Jeff.Badge�t 3 D,ivision of Assa Ali�oy Do,or Group LLC ' 9159 Telecom DR. . � Milan,TN 38258 � _ j . , . ' , Our Reference: Files R3791 (Doors)and R3821: (Frames), R27575 (Doars), R27576(Fratries) � Subject: Confirmation of Participation In UL's Follow-Up Services Program , Iriforma�iom Service Submittal-FL4S53 3 � � • ! Dear.Mr.Badgett: � � This is ta confrin that the_products covered under your UL Files R3791,R3$Z1,R27S75 and � 1 Lt27576 are cuitently under UL.'s Fo11ow-Up Services prqgram. Pl�ase note that the products covered under th��e files are evaluated as fotlows: ' File R3791-. Positiv�-Pressure Tesred Svvinging-Type Fire:Doors(GSZN}; Swinging=Type�ire Doors_(GSYX,};_ Fil'e R27575 Exterior Swinging Doors(ZHCW); ' Pxoduets.for Use in Windstorm-Rated Ass�mblies:(ZHLL);and File�t382,1 - Fire poor and Window Frames(GVTV); � File.F;2757E Daor Frames(Z�IDL) We hope this info.rmat�on meets your needs. If"you require any add�tional.ynformatian,please feel�free to contactus_ � � Sincerely, -.=�°','��". , � Jim Smyser ` ' Seriibrl'xo�ect.Eri�in�ez Bui;lding IVlaterials and Systems ' - � U L.LLC , 333 Pfingsten�oad,M1locttSbriiok,IL 60062-3096 U5A T:847.27-2.8800/.F 847.273.8129/1N:UL.com. , il , � . , -,. � � - . a�0 Q " ; � u� _QINLINE GERTIFICATIONS DIREGTORY � ' ZHCW.R27575 Swinging Daars, Eacterior Pape Bottom � Swinging Daors, Exterior � See Generat Information for Swinqina Doors.Exterior CECQ DOOR PRODUCSS,DIY OF A�SA AB�OY DOQR GROUP G G C � . R2�575 � 9159 TELECOM DR 'J MILAN,TN 38358-3425 USA �� ` /l� -'"'-� .' ,/ - � Impact latch � r Stiffness Design � Strength�� Test Max Load (ft-� Latch 7hrow Min ' Min Method ' Model Canfiguration Size Class (psf) �',J1��) (in.) (Ibf) (s)* � r Medattion, InswingjOutswing 3-0, I t60 �%:�0 1/2 cylindricai 630 SDI-BHMA Legion, Single 7-0 / 3/4 mortise A250.13+ Ultra, �,/ Regent, , Omega, �r5� � Fuego, / — Mit�18 / Gauge / ,�r MedaEEion, Inswi�gJOutswing 3-4'; I f70 350 2J2 cylindrlcal, 735 SDI-BHMA � Legian, Singie �;-0 1 deadbott 3J4 mortise, A250.13+ Ultre, �! 1 deadbpit 1/2 act latch, Regent, / 1 deadbolt(ICL) 4mega, � Fuego, /� - ' Min 18 r`' �—�� — � Gauge ! � Medallion, Outswing 3-0, I f60 350 3/4 mortise, 720 SDI-BHMA I�egion, Single 8-0 1 deadbolt nta A250.13+ � � Ultra, rlmlverticat rod exit Regent, Omega, � Min 18 - � Gauge Medallian, Outsw(ng 3-0, T fb0 350 ij2 cytindrical fi30 SDI-BHMA Legfon, Single 7-0 3/4 mortise n/a A250.13+ Ultra, mortise/r1m/vertical rod � Regent, exit Omega, Fuego, M[n 18 Gauge � Medallion, Outswing 4-0, I t70 350 3/4 mortise,1 deadbolt 1120 SDI-BHMA Legion, Singte 8-0 nJa rimJvertica[md exit A250.23+ Ultra, Regent, Omega, � Fuega, Min 16 Gauge Medallion, Outswing $-0, I f70 350 3/4 mortise, i deadbolt 1120 SDI-BHMA � Legion, Pair 8-0 1-1/4 surface bolC A250.13+ Ultra, n/a rimjverticai rad exit Regent, Qmega, Min 16 � Gauge � Fuego, Outswing 8-0,� I t70 35p 3/4 mortise,1 deadbolt 1120 SDI-BHMA MIn 16 Pair 8-Q 1-1/4 surface boit A254.13+ Gauge , � , 7125J2014 GHt;W.K:L/JIJ - 1Wlri�lil�l..�u�ri�, i:�iciiv� Medallion, InswingJOutswing 4-4, I f150 35� 3!4 mortise, 2400 SDI-BHMA � Regent, 8-0 1 deadbolt A250.13+ Imperial, Single Min 14 Gauge � Niedallian, InswingJOutswing 8-0, I �150 35Q 3J4 mortise, 244Q SDI-BHMA Regent, 8-0 2 deadbolt A250.13+ Imperial, Pair 1-1/4 surface bolt Mln 14 � Gauge Teio,Trio- InswingJOatswing 3-0, I f10d 35d SJ2 cytindricel, 1050 SDI-SHMA E, � 7-d 3/4 mortise, R25Q.13+ Mfn 18 Singte 6auge � Trlo,Trio- Oi:.Sw��;; 3-0, I �100 350 3I4 rim exit lOSd SDI-BHMA E, , Singte `'�, 7-0 . � A250.13+ Min 2S Gauge. ° , i Tria,Tr;o- Znswing/Outsvring 4-0, r �70 3S0 1(2 cylindrical, i1�Cl SDI-BHMA i �, 8-Q : , 3/4 mortise A250.13+ i �Stn ?R Single ' , Gauge . _ ' - Trto,Trio- Outswing 4-0, I � �=7d 35d 3J4 rim exlt , _ 1120 SDI-BHMA E, Singie 8-0 R250.13+ Min 18 Gauge � � � � Trio,Trlo- Outswing 8-0, I �70 3;S�i rim exits x Muiiion J I1Z0 SDI-BHMA I E, Pair 8-0 verticai rod exit x verticat A250,13+ Min 18 __�.--� • rod exit 6auv�,�---�'" �-.----�'' — � ='"i,`Trio- 6lnswingJOutswing 8-0, i f70 350 SJ2 in. �i•��rical x 1 in. 1120 SDI-BHMA E, 3-0 deadlock;'�4�n• A250,13+ Min 18 Pair martise x 1 c:'deadlock J Gau4e Flush or Surfact t;nit � I Trio,Trio- In�wir.y;uutswing 6-0, I t70 350 1j2 in.cytindricai x 1 i:. , 73S SDI-BHMA - _ 7-0 deadlack J 3J4 in. �, A250.13+ � Min 18 Pair martise x 1 in.deadlock! 6auae Flush or SurFace eolt ' � Imperial, Inswing(Outswing 3-0, II �60 350 1/2 cylindrical 630 -SLT-BHMA Versadoor, 7-0 3f4 mortise A250.13+ , Min 18 Single � Gauge � ! Imperiai, InswingJOuYswing 3-4, IZ t70 350 1/2 cylindrical, 735 SDI-BHMA ; Versadoor, 7-0 1 deadbolt 3/4 mortise, a�5'?.13+ i Min 18 Si�gle 1 deadbolt 1/2 act latch, ; Gauge 1 deadbott(ICL) � � Imperial, InswingJOutswing 3-0, TI t6d 350 3J4 mortise, ?20 SDI-BHMA I Versadoor, 8-0 1 deadbait A250.13+ Min i8 Singie Gauge � Imperial, Outswing 3-0, II t60 350 1/2 cylindricai 630 SDI-BNMA Versadoor, Single 7-0 3/4 mortise n/a A250.13+ Min 18 martiselrimJverticai rod Gauge exit Imperiat, Outswing 3-0, II f6Q 350 3/4 mortise, 720 SDI-BHMA � Versadoor, Single 8-0 1 deadbolt n/a A250.13+ Min 18 rim/verticai rod exit Gauge Imperial, InswingjOutswing 4-0, II f70 350 3j4 moRise, 112Q SDI-BHMA � Versadoor, 8-Q 1 deadbolt A250.13+ Min i6 Singie Gauge Imperial, Outswing 4-0, II t70 350 3J4 mortise, 112d Sdi-BHMA � Versadoor, Sing�e 8-0 1 deadbolt A250.13+ Min ib n(a rimJvertical rod exit i Gauge Imperial, Outswing 6-0, II f60 350 n/a rim exit 630 SDI-BNMA � Versadoor, Pair 7-0 A25d.13+ � Min 18 Gauge � 7l25/2414 � ' Imperial, Outswing 8-0, II t70 350 3/4 mortise, 1120 SDI-BHMA Versadoor, Pair 8-0 1 deadbolt/ A250.13+ Min 16 1-.�/4 surface bolt Gauge � ' Imperial, Inswing/Outswing 4-0, II f150 350 3/4 mortise, 2400 SDI-BHMA Min 14 8-0 1 deadbolt A250.13+ Gauge Single ' Imperial, Inswing/Outswing 8-0, II t150 350 3/4 mortise, 2400 SDI-BHMA Min 14 8-0 1 deadbolt/ A250.13+ Gauge Pair 1-1/4 surface bolt , Glass lites are available on doors up to t60 psf(t70 psf for Trio/Trio-E doors).Louvers are available on doors up to f70 psf. +Producks also tested to TAS 201,TAS 202,TAS 203,ASTM E330,ASTM E1886 and ASTM E1996. . ' *See ZHCH for retings and construction details. • '° - 8ee manufacturer's installation instructions. , Last Uodated on 2014-OS-20 uestions? Print this oaqe Terms of Use Paqe Top ' ' �O 2014 UL LLC When the UL Leaf Mark is on the product,or when the word"Environment"is included in the UL Mark,please search the UL Environment database � for additional information regarding this product's certification. - The appearance of a company's name or product in�this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. ' UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission ' from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format: "�O 2014 UL LLC". ' , .. ' 1 ' 1 ' ' , ' 7/25/2014 f1� f1ti111WF f`FRTIFIf!BTIflNS nIRFf:TflRV ' �a ZHDLeR27576 Door Frames ' Paae Bottom Door Frames,°" 1 See General Information for poor Frames ' CECO DOOR PRODUCTS,DIV OF ASSA ABLOY DOOR GROUP L L C R27576 9159 TELECOM DR MILAN,TN 38358-3425 USA ' Max Design Impact Opening Load (ft- Model Confguration Wall Type Size (psf) Ibs) Hollow Single Swing Drywall wood stud,Masonry 4-0,8-0 70 350 • ' Metal Hollow Standard Swing Pair,With or Without Hardware Drywall wood stud,Masonry 8-0,8-0 70 350 Metal Mullion. Hollow Standard Swing Pair,with or without Hollow Metal Drywall wood stud,Masonry 8-0,8-0 70 350 ' Metal Mullion Hollow Standard Swing Pair with Transoms and Sidelights Drywall,wood stud,Masonry 12-8,SO- 60 350 Metal 0 � Hollow Single Swing with Transoms and Sidelfghts Drywall woad stud,Masonry,Steel 12-8,SO- 60 350 Metal buck 0 Hollow Wlntlo�ncFra�ne Drywall wood stud,Masonry,Steei �i-A,1G- 60 350 Metal Buck 0 ' Hollow Single swing with Readyset Fame Drywall wood stud,Masonry,Steel 3-0,7-0 70 350 I Metal Buck Hollow Single Swing,Knock Down Drywall wood stud,Masonry,Steel 3-0,7-0 100 350 Metal Buck � , Hollaw Standard Swing Single Masonry 4-0,B-0 150 350 , Metal Hollow Standard Swing Pair Masonry 8-0,8-0 150 350 Metal , Hollow Single Swing- Drywall,Masonry ' 4-0,8-0 +/-50 — Metal Water InFlltratfon Hollow Standard Swing Pair, Drywall,Masonry 8-0,8-0 +/-60 — , Metal With Hardware and ' Hollow Metal Multlon- Water Inflltratlon Products also tested to TAS 201,TAS 202 and TAS 203. ' *See ZHCH for ratings and construction details. Last Uodated on 2013-07-29 ' Ouestions? Print this oaae Terms of Use Paae Too , �O Z014 UL LLC When the UL Leaf Mark is on the product,or when the word"EnvironmenY'is included in the UL Mark,please search the UL Environment database for additional information regarding this producYs certiflcation. , The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be consfdered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certificatton Directory subject to the following conditions: 1.The Guide Information, , Assemblfes,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format:"�O z014 UL LLC" ' �8/6/2014 ' I ' ;i , Windstorm Door Installation Instructions For Use With FL 4553 i - � . I R � *Max. Door MaX. Min. Design Lock Side- Configuration �Q�d Min. Latch Thraw (in) Min. Latch Hardware Type Type Size Gauge Streng#h {tbf} (psf ' � Medaliian Legion Cyiindrica( Lock, Ultra Inswing/ 30 x 70 1� �f_ �a '/z" cylindrical �3Q Mortise Lock Regent Outswing Single 3/a" martise {Deadbolt not � Omega required) Fue o Medallion � Legion ' �/z"cylindrical, 1"deadlock Cylindrical Lock x UEtra Inswingj 30 x 70 3la"mortise, 1"deadbolt Deadlock, Niartise Regent Outswing , Single i8 +/- 70 yz"act latch, 1"deadbolt 735 Lock w/deadbolt, Omega (ICL) Interconnected loek ' Fue o Medallion �� Ia� Mortise Lock Ul�tra Outswing 30 x 80 1� +�_ �Q 3/a" mortise, 1"deadbolt 720 wJdeadbolt, Rim ' Regent Single n/a rim/vertical rod exit Exit, Vertical Rod Ome a EX�� Medallion Cylindrical Lock, ' �egion 'la"cyCindrical Martise Lack Ultra Outswing �0 x 70 1$ ��_ �� 3/a" mortise lock 6�� (Deadbalt not - Regent Single nja mortisejrimJvertical required), Mortise Omega rod exit - Exit, Rim Exit, , Fue o Vertical Rod Exit Meclallion Legion Mortise Lock U(fira p�tswing `�0 x 80 �6 }�_ 7� , 3/a" mortiser 1"deadbolt 1i2� w(deadbalt, ' Regent Single nJa rimJvertica( rod exit Rim Exit, Vertica( Omega Rod Exit Fue a Mortise Lock � Meda!lion wJdeadbolt (active} Legion 3la" mortise, i"deadbolt J J Surface Bo(ts Ultra Outswing . �� X$� ].6 +/- 70 1�/a"surface bolt 1120 (inactive), Vertical Regent Pa�r nja rimJvertical rod exit Ftod x Vertica[ Rad ' Omega Exit, Rim Exit x Mullion Stiffness Class I Cantinued on ne�ct a e � *Glass lights may limit design loads. See details to follow for additianal information. � **Louvers are ezcluded from use with Trio and Trio-E Doors � Optional All Door Series- 1/2" max. diameter catout for viewer. � �CecaDoor � Page 1 of 16 l��►r4BL�0Y � Windstorm Door Installation Instructions � For Use With FL 4553 . - . � . . � . � � � *Max: � Daor Max. Min. Design � Min. Latch Thraw Lock Side-Min. � Ty�� Configuration Size Gauge Load �'n} Latch Strength Hardware Type " � �Psf . , (tbf} , Mortise Lock � Outswing 80 x 80 3/a" mortise .1"deadbolt/ - w/deadbolt (active) .Fuego `i6 +(- 74 ,; � ' �1120 Pair . 1�Ia surface bo(t j Surface Baits • � � • inactive Medallion ` Inswing/ 4Q x£i0 ** 3 „ „ Multi-Point Lock � Regent Outswing Sinale "�"4 +{- 150 �a mortise, 1 deadbolf� 2400 : " wJd'eadbolt Im erial � Medaliion � � � - Multi-Point Lock' � � Inswing/ , 8Q x 8� , ** 3la"mortise 1"deadbolt J. wJdeadbalt (active} Regent Outswing Pair 14 +1- �150 1 1la"surFace bo(t . � 24Q0 Surface`Bolts Imperial - ` - inactive **Trio InswingJ 30 x 70 � 3Yz" cylindrical Cylindrical Lock, � 'Trio-E Outswing ��gE� S8 +/- 100 /a mortise lock " 1050 � Morti'se Lock wy - deadbolt function Tr ar'E Outswing , ��d ' ;18 , -�/- lOQ 3/a"rim exit , IOSO ' , � Rim Exit� . , . _ � � , � Cylindrica! Lock x ' - - . -�lz"'cylindrical � Deadlack, Martise '�' L"ock wJ deadbolt � � **Trio IrrswingJ ,' 6Q x 70 � � 1"deadlock . ' Trlo-E Outswing � Pair �� '��- �a � 3%a" mortise lock, . - 735 , , functian (active}, � . ` � , � .1",flushbolt , Flush Bolt or , � - . � � . ' , , SurFace Bolt (In- , - - � ` - ' ` active � **Tria �Inswing/ 40 x 80 " 'lz"cyl'sndrical Cylindrical Lock,. Trio-E Outswing Single �'1� �/r 70 • 3�4�� mortise lock Y120 Mortise,Lock wJ . deadtialt functian **T�i� Outswin � 44 x$� � 18 + - 70 V 31a"rim exit � � _ 1120 � 4�im Exit , Trio-E �, g Single� � . � - : , � � . 31a" cim exit x�la" rim exit ' , Rim Exit *'kTrio 80 x 80 , X Hardw`are Mullion � • Trio-E Outswing Pair =1� ��^ �a 3/a"Vertical Rod Exit x 1120 � „ � Vertical Rod Exit x ' � � �/a Verkical Rod Exit Vertical Rod Exit- . Cylindrical Lack x � , . Deadlock, ,� � . • 1/z"cylindrical � ` , Mortise Locic � ��1° Inswing/ 8�X�� -18 +/-�70 1"deadlack - 1120 w�C7eadbalt ��r1° � Outswing �P�� • , � 3la" rnortise lock . Function (active) r . .. � , ' Flusli Bolt or ` � ' , - , _ r Surface Balt , ' Inactive *�lass lights may limit design loads. See details to faIlow far additianal informatian. � **Louvers are egcluded from use with Tria,Tria-E. Glass lights and louvers are e�cluded from use with 150 PSF Doors. r � CCeC.O DOOC � Page 2 of 16 ' �'.��C�C�lfr , , . � •� �,.r:_. . , � Windstorm Tloor Installation Instructions For Use With FL 4553 , 1 . . � . - - *Max. Lock Side - Daor Max. Mlin. Design Min. Latch Type Configuration ��ze Gauge Load Min. Latch Throw (in) Strength Ha�rdware Type � sf [6f Cylindrical Lock, Irr�eriai Inswingj 30 x 70 �Iz" cyfindrical Mortise �ack - � Versadoor Outswing Single �$ fJ- 6� 3/a" mortise ��a (Deadbolt not re uired �/z" cylindrical, 1" deadlock CY�indrical Lock x ' Imperial Inswing/ 30 x 70 3/a" mortise 1"deadbolt Deadlock, Mortise Versadoor Outswing Single �$ �1- 7� �la"act latch, 1"deadbalt 735 Lock wjdeadbolt, , (ICL) Interconnected lock � -Imperial Inswingj 30 x 80 Mortise l.ack i8 -h/- 60 3/4" mortise 1"deadbolt 720 Versadoor Outswin Sin le ' w/deadbolt . , , =�'ylindrical Lock, � �/z"cylindrical f,—- Mortise Lock � Imperial flutswing 30 x 70 1� �j- �� 3/a" mortise %�� (Deadboit not Versadoor Sing(e nJa mortiseJrimjverti�air required), Mortise rad exit - Exit, Rim Exit, - Vertical Rod Exit � - " --_ . --- -- " ' Martise Lock Imperial� 3Q x 80 3/a" mortise 1"deadbolt wJdeadboit Rim Versadaor �utsw[ng ' �i�9�� I8 +�- �� nJa rim/vertica( rod exit 72d Exit, Vertical Rod � Exit Zmperial Inswingj 40 x 80 �6 -h/- 70 3/a" mortise 1"deadbolt 1120 Mortise �ock Versadoor Outswin Sin le ' w deadbolt � _ Mortise �ock Imperia( 40 x 80 3/a"mortise i"deadbolt w/deadbolt Versadoor Outswing �ingle 16 �'/- �� n/a rim/vertical rod exit 112q Rim Exit, Vertical Rad Exit ' Imperial Outswing 60 x 70 18 +/- 60 . n/a rim exit 63Q Rim Exit x Mullion Versadoor Pair Mortise Lock Imperial 80.x 80 3/a" mortise 1"deadboft j w/deadbolt � Versadoar Outswing pa�r i� �'f' 7� I�la"surPace boft ��'2� {active} / SurFace Bolts inactive Inswingj 40 x 80 ** Multi-Foint Lock Imperial Outswin Sin le �4 +/- 150 3�4'! mortise, 1"deadbolt z40a W/deadbolt � ** 3 „ „ � wjdeadb It�k Inswing/ 80 x 80 /a mortise 1 deadbolt/ Imperial Outswing Pair 14 +/- 150 1 '/a"surface bolt Z400 (Active) � � - Surface Balts Inactive 1 *Glass lights may limit design laads. See details to follow for additional informatian. **Louvers are excluded from ase with Trio,Tria-E. Glass lights and louvers are excladed � fram use with 1�0 PSF Daars. CCeCO DOOi' � Page 3 of 16 J��A�►B��f � Windstorm Door Installation Instructions ' For Use With FL 4553 ' Vertically Stiffened Door t CONSTRUCTION DETAILS LOCK PND MINCE EOCES AftE BEVELED 1/8"IN 2'(1:76) SOUARE EDGE OPTIONAL HINGE 1 PREPARATION� 14 GAGE CLOSER D 0 2 3 5 B RECESSED 76 GAGE TOP CHANNEL • REINFORCEMENT IS WELDED TO BOTH FACE SHEETS (OPTIONAL� FIBERGLASS INSULATION 6ETWEEN 18 GAGE CAP CHANNEL IS SCREWED SRFFENERS - MINIIAUlA TO INVERTED CHANNEL (OPTIONAL). DENSItt 0.5 PCF � Ir t/� CLOSER REINF. � ), 14Gax6"x20" .��,� �/� S� \. lt( � �� I I ' fs; ,,; BOTfOM � ` FACE SHFET � I�( -II� �/ J i�)� EDGE VERTICAL SECTION I `�I THRU TOP OF DOOR -- � �� STANUARD• CENTER EDGE SEAM ' — -------— - � �� r II ( VERTICAL EDGE SEAMS ARE VISIBLE WITH 18 CAUCE )� `.{ BACKUP CHANNEL FULL HEIGHT OF DOOR ( � WITH OPTIONAL BONDO FILLED OR WELDED , }t f�� I�� SEAMLESS EDGE AVAILABLE I lr<t 3—t . f�( .. � ' ��4( I,S �- 1_3/4" J� � �1 ' �.ls� ��f� ,� .}a,,� r �, TOP FACE SHEET �f'� �j " OPTIN..',i. TAB & SLOT MECHANICAL INTERLOCK r WELD SEAMED EDGES GROUND I';, SMOOTH ARE OPTIONAL rt �f — � ,_3,4�� i HINGE � EDGE LOCK PREPARATION HORIZONTAL SECTION � iHRU LOCK EDGE 22 GAGE FORMED STEEL STIFFENERS ,1 l��; �,,� (20 GAGE AND GALV STEEL OPTIONAL) ' !Il POSITIONED NOT MORE THAN 6" APART f��; AND SPOT WELDED TO BOTH FACE RECESSED 16 GAGE BOTTOM CHANNEL IS � SHEEfS AT 5" O.C. MA% SPOT WELDED TO BCTH FACE SHEETS � � ' VERTICAL SECTION Note: 1 Drawing Not To Scole HORIZONTAL SECTION THRU BOTiOM OF DOOR THRU VERTICAL STIFFENER ' Medallion Steel-Stiffened Core Door Details � , , _ ' CCeco Door page 4 of 16 � ' �1SSA AB[AY � � Windstorm I?oar Instaliation Instructions For Use With•FIf.4553 ' - - � . . ' . �� TRIO DOOR LOCK EDGE IS BEVELED 1/8" IN 2" ' CC}NSTRUGTIC}I�} DETAI�S HINGE EDGE tS PEftAEND7CUtAR TO FACES HINGE BACKSET IS 1/4" (VARIES PER CONpITION) � 14 GAGE CLQSER ' REINFORCEMEN7 iNYERTED (16 GAGE MiN., 14 CA. MAX.} TOP ' HINGE (OPTIONAL) CHANNEL SPOT OR PROJECTION WELDEp • PREPARATION TO TOP & 90TTOM SKIN 18 GAGE CAP CHANN€l IS SCREWED TO INVERTED CHANNEI (OPTIONAL). ' *POLYURETHANE INSULATION BQTTOM BEPNEEN STIFFENERS FACE SHEET DENSITY t.8-2.o L8S/CUBtC FoOT . 22 GA VERTiCAL SECTION ��ER ' A LOCK TNRU TOP OF DOOR EDGE 16 OR 18 GA. (WEIDiNG OPTIONAL) �' VERTICAL EDGE5 ARE WELDED THE FULL tiEiGHT OF 600R AND DRESSEp SMOOTH TO OBTAtN CflMPLETELY , SEAMLESS HINGE AND LOCK EDGES. ' 22 GA 7-3/4" LINER VERTICAL EDGES ARE HORlZON7A� SECTlON CECQ'S STANDARO 7HRU LOCK EDGE TAB & SLOT MECHANICAL INTERLOCK ' TOP FACE SHEET S7AN6AR0 22 GAGE (20 or 78 GAGE pP7tONAl} FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED 70 22 GAGE LINER (5" O.0 M.AX.). ' HING 22 GA LINER EDGE LOCK PREPARATlON �"--22 GA STiFFENER - � HORIZONTAL SECTION � THRU VERTICAL STIfFENER INVERTED (18 GAGE MIN., tA GA. MfJf.) BOTTOM CHANNEL SPpT OR PROJEC710N WELDED � 70 FOP & BOTfOM SKIN FACE SHEETS 18 GAGE CRCQ STEEL (STANDARD) 22 GA 16 GAGE CRCQ STEEt {OPTIONAI� GALVANIZED (A60) STEEL (OPTIONAL) LINER ' OPTIONAL �} ("} CON7INUOUS BEAD OF STRUC7URAL 5 8" MIN.� D lJ�.:J�B �HESiVE APPIIED TO BOTN t" MAX. FLANGES OF BO7TOM SKIN VERTICA� SECTION 7HRU BOTfOM OF DOOR � , Trio Steel-Stiffened Core Doar Details � ' CCeco Daor � Page 5 of 16 �1��►/48C�'3Y �� I Windstorm Door Installation Instructions t For Use With FL 4553 ' TRIO-E DOOR LOCK EDGE IS BEVELED 1/8" IN 2" ' CONSTRUCTION DETAILS HINGE EDCE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4" (VARIES PER CONDITION) 14 GAGE CLOSER REINFORCEMENT INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP HINGE (OPTIONAL) CHANNEL SPOT OR PROJECTION�WELDED ' PREPARATION TO TOP & BOTTOM SKIN •POLYURETHANE INSULATION BETWE[N STIFFENERS 18 GAGE CAP CHANNEL IS SCREWED DFNSffY 1.8-2•0 LBS�CUBIC FOOT TO INVERTED-CHANNEL (OPTIONAL). BOTTOM \ 1 FACE SHEET 22 GA LINER I VERTICAL SECTION ' THRU TOP OF DOOR � I � EDGE II� �� 16 Oft 18 GA. (WELDING OPTIONAL) VERTICA� EDGES ARE WELDED THE I I I FULL HEIGHT OF DOOR AND DRESSED _ SMOOTH TO OBTAIN COMPLETELI( 1 ISEAMLESS HINGE AND LOCK EDCES. I 22 GA 1_3�q^ i LINER ' �� vERTICAL EDGES ARE ' CECO'S STAtJDARD I HORIZONTAL SECTION TnB & S�oT THRU LOCK EDGE MECHANICnL INTERLOCK TOP FACE SHEET � STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) ' I FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 CAGE LINER (5" O.0 MAX.). — 22 GA LINER 1 HINGE- LOCK PREPARATION � 22 GA STIFFENER EDGE HORIZONTAL SECTION THRU VERTICAL STIFFENER ' INVERTED (18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTfOM SKIN FACE SHEETS ' 18 GAGE CRCQ STEEL (STANDARD) 1 22 GA 16 GAGE CRCQ STEE� (OPTIONAL) �— LINER GAIVANIZED (A40) STEEL (OPTIONAL) OPTIONAL 5 8' MIN. � 1 CONTINUOUS BEAD OF STRUCTURAL � D 0 2 9 6 B ADHESIVE APPLIED TO BOTH �� M�• VERTICAL SECTION FLANGES OF BOTfOM SKIN THRU BOTTOM OF DOOR 1 Trio-E Steel-Stiffened Core Door Details � 1 ' CCeco Door page 6 of 16 �►SSA ABt.�Y ' � ' Windstorm Door Installation Instructions For Use With FL 4553 �, ' ' Glazed Trio�Trio—E LOCK EDGE IS BEVELED i/e•iN z• CONSTRUCTION DETAILS HINGE EDCE IS PERPENDICULAF2 TO FACES ' HINGE BACKSEf IS 1/4'(VARIES PER CONDI710N) INVERTED (16 GAGE MIN., 14 GA MAX.)TOP CHANNEL SPOT OR PROJECTION WELDED� . 14 GAGE CLOSER , ro roP& eorroM sKiN � HINGE REINFORCEMENT 18 GACE CAP CHANNEL IS SCREWED PREPARATION REQUIRED WITH RIM EXITS TO INVERTED CHANNEL(OPTIONAL). (See Section "E�� of R3791� Volume 1 for Hinge Options) •POLYURETHANE INSULATION � BOTTOM BEfWEEN STIFFENERS FACE SHEET� DENSIiY 1.8-2.0 LBS/CUBIC F00T 22 GA vER71CAL SECTION LINER THRU TOP OF DOOR 16 OR 18 G0. (WELDINC OPTIONAL) ' i VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED � SMOOTH TO OBTAIN COMPLEfELY SEAMLESS HINGE ANO LOCK EDCES. EDGE ...... STIFFENER � . 22 GA �� ,_3,4. LINER �"� yERTICAL EOGES ARE HORIZONTAL SECTION cEco's siat�lonRo THRU LOCK EDGE Tne&S�oT i MECHANICAL MTERLOCK i � ; ,EDGE srnrioaao zz cncE (zo o� ia cnce oanowa.) FORMED STEEL STIFFENERS, P051710NED TOP FACE HE � �S88 SeCIIOn ��F��B[ �G�� N0T MORE THAN 6�APART,AND WELDED Of R3791 Volume 1 TO 22 GAGE LINER (5'O.0 MAX.). for Lock Options) 22 GA LINER 22 GA STIFFENER � HING� i EDGE � HORIZONTAL SECTION TOP FACE SHEET � OPiiowa THRU Trio—E VERTICAL STIFFENER CONTINUOUS BEAD OF STRUCTURAL ' ADHESNE APPLIED 70 80TM FLANGES OF BOTfOM SKIN STANDARD 22 GAGE(20 or 18 GAGE OPTIONAL) FORMED STEEL S7IFFENERS, POSITIONED NOT MORE THAN 6�APART,AND WELDED TO 22 GAGE LINER (5'O.0 MA%.). 1 22 GA LINER FACE SHEEfS 78 GaGE cRcO s7EEL (STANDARD) �22 GA STIFFENER 16 GAGE CRCO STEEI(OPTIONAL) GALVANIZm (A60) STEEL(OPTIONAL) HORIZONTAL SECTION D 0 3 2 3 THRU Trio VERTICAL STIFFENER ' INVERTED (18 GAGE MIN., 14 CA MAX.) BOTfOM CHNJNEL SPOT OR PRQIECTION WELDED TO TOP & BOTfOM SKIN ' L 22 GA LINER 58"MIN.� ��M�' VERTICAL SECTION THRU BOTTOM OF DOOR � Glazed TriolTrio-E Core Door Details , ' Available with Rim Exit r ( o Vertical Rod Only) � C=—Ceco Door ' Page 7 of 16 ASS�ABLaY ' Windstorm Door Installation Instructions ' For Use With FL 4553 ' LOCK EDGE IS BEVELED 1/8" IN 2" (1 16) ,� POLYSTYRENE DOOR SOUARE EDGE OPTIONAL CONSTRUCTION DETAILS INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN � 14 GAGE CLOSER 18 GAGE CAP CHANNEL IS SCREWED REINFORCEMENT TO INVERTED CHANNEL (OPTIONAL). HING� (OPTIONAL) CLOSER REINF PREPAFATION 14GA. z 20" LONG � ' POLI'STYRENE CORE: (optiona�) � 1 Ib/ft'UL LISTED (ASS�A48LE WITH ADHESIVE BOTTOM =_ APPLIED TO BOTH SIDES). FACE SHEET _________________ _ VERTICAL SECTION � --------- --- THRU TOP OF DOOR -------'----'- 4 � LOCh VERTICA� EDGES ARE CECO'S STANDARD ------------ ' Windstorm Door Installation Instructions I For Use With FL 4553 � , . I ' Honeycomb Core Door - CONSTRUCTION DETAILS LOCK EDGE IS BEVELED 1/8' IN 2' (1�16) S�UARE EDGE OPTIONAL [NVERTED (16 GAGE MIN., 14 GA. MAXJ TOP CHANNEL SP�T OR PROJECTION WELDED � TO TOP g BOTTOM SKIN HINGE 14 GAGE CL�SER 18 GAGE CAP CHANNEL IS SCREWED - PREPARATION� • • REINFORCEMENT TO INVERTED CHANNEL (OPTIONAL). COPTIONAU CLOSER REINF l4GA. x 20' LONG � HONEYCOMB CORE C�ptionaU ' VERTICAL SECTION THRU TOP OF DOOR s LOCK VERTICAL EDGES ARE CECO'S STANDARD q EOGE TAB 4 SLOT MECHANICAL INTERLOCK , BOTTOM FACE SHEET 4 WELD SEAMEO EOGES GROUND SMOOTH ARE OPTIONAL ` q. 4 � 1 1-3/4' P � P OPTIONAL CENTER EDGE SEAM ' q VERTICAL EDGES ARE CONTINOUSLY WELDED WITN TOP FACE SHEET 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS - HINGE & LOCK EDGES 4 � � 4 1-3/4' HWGE � EDGE LOCK PREPARATION HORIZ�NTAL SECTION THRU LOCK EDGE , INVERTED (18 GAGE MIN., 14 GA. MAX,) BOTTOM CHANNEL SPOT �R PROJECTION WELDED T❑ T�P 6 BOTTOM SKIN I Q l� ' Q 5/8' MIN. � ', ' 1' wnx. VERTICAL SECTIDN D 0 2 3 8 B THRU BOTTOM �F DOOR � � Honeycomb Core Door Details � � CCeco Door � Page 9 of 16 �.SS�ABI:�Y � Windstorm Door Installation Instructions ' For Use With FL 4553 � Polyurethane Foam Core Door CONSTRUCTION DETAILS LOCK EDGE IS BEVELED 1/8' IN 2' (1�16) ' S�UARE EDGE ❑PTI�NAL INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PR�JECTION WEGDED T� TOP g BOTTOM SKIN � HWGE PREPARATION� • 14 GAGE CLOSER 18 GAGE CAP CHANNEL IS SCREWED REINF�RCEMENT TO INVERTED CHANNEL (OPTIONAL). (OPTI�NAL) CL�SER REINF � 14GA. x•20' LONG (Optional) � a P�LYURETHANE f0At1 CORE VERTICAL SECTION � • THRU TOP ❑F DOOR 4 LOCK VERTICAL EDGES ARE CECO'S STANDARD B�TTOPt � ' r ELGE FACC SHEET q / TAB & SLOT MECHANICAL INTERLOCK ' . 4 WELD SEAMED EDGES GRDUND � SMOOTH ARE OPTIONAL P g � , 1-3/4' � � � _ / a EMBOSSED SKINS J • ;4 pPTIONAL CENTER EDGE SEAM I ❑PTIONAL _ ' � � VERTICAL EJGES ARE CONTINOUSLY WELDED WITH � 4 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF TOP FACE SHEET DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS ', HINGE & LOCK EDGES . .p � � 1-3/4' / p � I , HINGE J I EDGE LOCK PREPARAT[ON HORIZONTAL SECTION � THRU LOCK EDGE INVERTED (18 GAGE MIN„ 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED T❑ T�P & BOTT�M SKIN ' L 4 ' '4 5/8' MIN. � t' MAX. VERTICAL SECTION D C 2 3 7 B THRU BOTTOM ❑F D��R 1 � Polyurethane Core Door Details � � ' C=—Ceco Door � Page 10 of 16 ' �SSAABL�Y � 1 , Wandstorm Door Installation Instructions For Use With FL 4553 � Mineral Core Door CONSTRUCTION DETAILS �OCK AND HINGE EDGES ARE BEVELED 1/8"IN 2'(1:16) ' SOUARE EDGE OPTIONAL RECESSED 16 GAGE TOP CHANNEL HINGE „ IS WELDED TO BOTH FACE SHEETS i PREPARATION 14 GAGE CLOSER 18 GAGE CAP CHANNEL IS SCREWED I � REINFORCEMENT � TO INVERTED CHANNEL (OPTIONAL). � (OPTIONAL) 3/1 6� US GYPSUM FIREDOOR COREBOARD CLosER REINF. Assemble With Adhesive ,14Gax6"x2o" � pplied To Both Surfaces) / /// VERTICAL SECTION THRU TOP OF DOOR ///////// � FAC�S�EET �j/�j//� EDGE STANDARD: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH /j j//j// 78GA MINIMUM BACKUP ANGLE FULL HEIGHT OF � //j/// DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLE55 HINGE & LOCK EDGES / /// � t—sla" __ /j//j � _�J--� � , // n�r, . /// . v�vnL. TAB & SLOT MECHANICAL INTERLOCK // WELD SEAMED EDGES GROUND � SMOOTH ARE OPTIONAL TOP FACE SHEET / , // —�- / 1-3/4" � � HINGE HORIZONTAL SECTION EDGE LOCK PREPARA710N THRU LOCK EDGE ' RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS �j� �� s/is„ � � � � D 0 2 6 2 B VERTICAL SECTION THRU BOTTOM OF DOOR � � ' � Mineral Core Door Details � CCeco Door � ` � � Page 11 of 16 ASS�ABL�Y � Windstorm Door Installation Instructions , For Use With FL 4553 � � ,z� 2 6 4650"— 3 —2"— .1875" � � varies � �Sa" ,0900° Z GLAZING SHIMS 1 I 2 1 AS NFEDED \ .625' • � 1.3125" —' D�]W CORNINu � � � 125" 995 SILIC�NF ,0430 � � ! 1,656"� I ,6250" ,3750"--{ f-- � \ �,6z5�� GLAZING tOPTIONAL: �GLAZING 1/4' t4AKROLO�i PpLI'CARbOfvP.TE GLASSLAM SAFETY PLUS 2 � SHECT BY SHE�FIEi_D PLASTICS LAMINATED GLASS :��O d � TYPE 1 VISION LIGHT KIT TYPE 2 VISION LIGHT KIT -I-.�_� "SEE LIMITArIONS BELOW 'SEE LIMITATIONS BELOW 5 ❑PTIONAL 7 24, � �� PROFILES 22�AX2" / MAX / 6' � 6� EXF[7SFD / —+iMIN EXPOSED �1,656,y—� ��{MIN GLASS —1 I G'LASS � 1— �— 6' MIN I I � 6' Mliv _�_I T � 0.750' nin. �� I 1 3? 1/2' I � MAX. 66• NL7TE: EXPOSED MAX. SURROUND CH�hNEL GLASS LENGTH IS EQU,4l_ T❑ CUT-L7UT EXPOSED � IN D�CR FOR VIS[ON LIGHT KIT — GLASS � MULTIPLE MULTIPLE KITS KITS IJOT FlLLOWED ALLOWED �\�� 1 / I � DESIGN L❑AD = +/- 60 PSF DESIGN L❑AD = +/- 60 PSF � / IMPACT RATING = 350 FT LBF IMPACT RATING = 350 FT LBF \ / N❑T AVAILABLE WITH TRI❑ ❑R TRI❑-E \\/ VISION LIGHT KIT DETAILS NOTES� 1) 1/8 x 1/2 x PERIMETER �F VISION LIGH7 KIT � \ CLOSED CELL FOAM TAPE PER VISI�N LIGHT VISI�N LIGHT 2) N6 X 1 1/4' OVAL HEA➢ TEK SCREV - CORNER WELD MA%IMUM SCREW H�LE SPACING IS 9.75' ON CENTER � / DETAIL 3) GLASSLAM SAFETY PLUS 2 LAMINATED GLASS O O/ ( 4 SPOT WELDS 4) l8 GA. C043> MIN. TYPE 2 VISION LIGHT KI7 _ GLASSLAM SAFETY PLUS 2 AT EACH CC!R�JER ) 5� ta cn c.o5w MIN. PIECES SURROUND CHANNEL 4 PER VISION LIGHT LAMINATED GLASS MUST 6) 1/4' MAKROLON POLYCARBONATE SHEET ' BE GLAZED WiTH DOW CORNING D 0 2 5 4 L95 SILICONE — Applied Glass Kit Details � � CCeco Door page 12 of 16 ` ' � ASSA ABI:�Y � � � � � Windstorm Door Installation Instructions For Use With FL 4553 � � 2^ VISION LIGHT KIT DETAILS 465" GLAZING SHIMS �gg" 3 ,' VISION LIGHT AS NEED D Qg " � I 2 ,'� . DEOTAIL R WELD , `= �� / ( 4 SPOT WELDS DOW CORNING 4 , ,'/ AT EACH CORNER ) 995 SILICONE 1 12� . � .625" ' � 5 •GLAZING • 5 ' GLASSLAM SAFETY PLUS 2 � LAMINATED GLASS TYPE 2 VlS/ON LIGHT K/T 'SEE LIM/TATIONS BELOW � 32 MAX 6 EXPOSED ��IMIN GLASS ' / I ' � 6" MIN _ I I ' 42" / - MAX. • / • I , EGLASS D , I MULTIPLE KITS , NOT ALLOWED � , GLASSLAM SAFETY PLUS 2 i LAMINATED GLASS MUST ' � BE GLAZED WITH DOW CORNING 'I 995 SILICONE NOTES. I 1) 1/8 z 1/2 x PERIMETER OF VISION LIGHT KIT � �I � CLOSED CELL FOAM TAPE PER VISION LIGHT I 2) j/6 X 1 1/4' OVAL HEAD TEK SCREW�- DESIGN LOAD = +/- 70 PSF MAXIMUM SCREW HOLE SPACING IS 8.250" ON CENTER IMP;4CT RATING = 350 FT LBF AND 3.5� MNC. FROM ENDS 3) GLASSLAM SAFEfY PLUS 2 LAMINATED GLASS � 4) 18 GA. (.043) MIN. iYPE 2 VISION LIGHT KIT ' D 0 3 2 2 5) 20 GA (.032) MIN. GAGE SURROUND CHANNEL 1 Applied Glass Kit Details Trio/Trio-E I � � I CCeco Door � Page 13 of 16 /�ABLQY � Windstorm Door Installation Instructions , For Use With FL 4553 � D0256 � TYPE „A,� TYPE ,�B" ,�� .3�s" �„ X �„ — 420„ � X �„ Foam Tope � Foam Tape ' #8 X 1 �" ?hil. F.H. #8 X 1 q" Phil. F.H. � "fEK Screw TEK Screw • Spotwelds 3" Max.-�_ .500" ' .500" From End & 12" Max. _�� On Center 625" �S otweld� ' Max. 750 °"° Spotwelds �" Mox. J P 6' From End & 8" Max. From End & 8" �tax. On Center On C2nter � X �° Double Sided Tape � II NOTES: 2 2^ II 1) Glass is 1/4" Makrolon Polycarbonate MAX ' � 2) Multiple k�ts no� ollovied �M�N EXPOSED 3) N/A Trio/Trio—E or Imperial/Versadoor � C'�SS 6" MIN _ I I � 33 1/2" MAX. � EXPOSED GLASS 4" Max ' ° I 1 I 2 3/4" Max. � � DESIGN LOAD = +/— 60 PSF � IMPACT RATING = 350 FT LBF � Flush Welded Glass Kit Details � � , � CCeco Door � - Page 14 of 16 ' ASSA AB[AY � ' Windstorm Door Installation Instructions For Use With FL 4553 ' TYPE .�C., D0258 TYPE ��., � r . . . � �� X i�� .625" �� X �� 625' Foam Tape Foom Tape #8 X 1 }" Phil. F H. � #8 X 1 �" Phil. F.H. � TEK Screw TEK Screw .500" Daw Corning ' .500" Dow Corriing 995 Silicone •625' 995 Silicone .750" � • Spotwelds �" Max. � Spotwelds �" Max. 1 From End & 8" Max. From End & 4" Max. �. X �" .Double On Center On Center Sided Tape spotwelds 3" Mox. From End & 12" Max. � On Center NOTES. 1) Glass is Glosslom Safety Plus II 1 2) Multiple kits allowed 22^ 3) NA Trio/Trio—E or Imperial/Versadoor 6„ MAX �IMIN EXPOSED � � GLASS � 0 6" MIN _ I I .. � ' 66" MAX. 4'� Max. EXPOSED a GLASS II � 2 3/4" Max. _ ,. �'i •� DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF � � � Alternate Flush Welded Glass Kit Details � � � C=—Ceco Door � Page 15 of 16 ASSAABtsOY , Windstorm Door Installation Instructions � For Use With FL 4553 ' � 0 O d � 000000 � O�O�O�J� � / . o0000000�r� �o�o�o�o�o�°oo � 000000000�0000 O O O O 0 0 O O O 0 O 0 O 6 aD o�o�o�o��o�o i o�o�o��o�o�� o°o�o�o�°�o�° 000000000� � 000000� a � 0000 _ � a � LOUVER 1NSTALLATI�N , NOTES: 1. DESIGN PRESSURE — 70 PSF MAX. (DUTSWING ❑NLY). SECURITY 2• MARKAR WLV60 LOUVER WITH SECURITY GRILLE SHOWN. � GRILLE I 3. ANY LISTED LOUVER MAY BE USED. 4 MAXIMUM LOUVER SIZE IS 34' X 78' 5. 6' MINIMUM STILES AND RAILS. 6. MULTIPLE LOUVERS ALLOWED PER D�OR 7, NOT AVAILAHLE WITH TRI❑ ❑R TRIO—E EXTERIOR INTERIOR l.bsb• ' .�so � � ❑PTIONAL END CHANNEL , SURROUND PROFILES L656' .625' �_ �500. r 18 GA. MIN. � SURRDUND CHANNEL D0274 ' � Louver Details � , CCecoDoor � Page 16 of 16 � ASS�AB[AY ' , Windstorm Frame Installation Instructions For Use With FL 4553 , F0260 R1 OPTIONAL 4'FACE FRAAIE HEAD ' �� - �� - - �� ' �� I I I I OPTIONAL II II HARDWARE II II OR HM II II MULLION ,— SINGLE SWING _ — _ �� _ . — � II II II II DOUBLE SWING II II II II II II � — — II II — II II u_li li 3070 t 100 PSF MAX. DESIGN LOAD 8080 MAX. � 4080 t 70 PSF MAX. DESIGN LOAD 4" MIN./14" MAX. DEPTH 4" MIN./14" MAX. DEPTH 16 GA: MIN. 16 GA. MIN. KD OR WELDED (12 GA. WELDED) KD OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-70 PSF IMPACT RATING = 350 F7—LBF IMPACT RATING = 350 FT—LBF , ANCHORS & METHOD OF ATTACHMENT Trio & Trio—E Opening '•Sizes Over 6D70 Pairs ANCHOR TYPE 'LOCATION LOCATION EO — PIPE & SLEEVE . � Jamb:12"Max. From (BUTTERFLY UP TO 3070 MAX.) �2" MAX. FROM EACH Each End & 19" O.C. � WOOD BUCK END & 19" O.C. � Head: (4) Total Req'd, 3/8" X 6" LAG SCREW 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb EO — PIPE & SLEEVE � Jamb:12"Mox. From (BUTfERFLY UP TO 3070 MAX.) �Z" MAX. FROM EACH Each End & 19" O.C. � MASONRY BUCK END & 19" O.C. � Head: (4) Total Req'd, 3/8" X 6" EXPANSION SHELL 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb MASONRY �T" — GROUTED �6" — 24" O.C. � �omb:16"-24" O.C.� Grout Joints � � GROUT JOINTS � Head: (4) Total Req'd, 9" Max. from (Head: 3/8° x 6" Expansion Shell) Centerline of Heod, 9" Max. From Eoch Hinge Jomb. � Jamb:16"-24" O.C.� Grout Joints ' WIRE MASONRY — GROUTED �6" — 24" O.C. @ Head: (4) Total Req'd, 9" Max. from (Head: 3/8" x 6" Expansion Shell) � GROUT JOINTS Centerline of Head, 9" Max. From Each Hinge Jamb. WOOD STUD � Jamb:6", 6" & Equal-21" Max 6", 6" & EQUAL — 21" MAX. for Intermediote Spoces. , METAL STUD � Head: (4) Total Req'd, FOR INTERMEDIATE SPACES 6" Max. From Centerline of Head, (NO FLOOR ANCHORS) 6" Max from Each Hinge Jomb Poured In Place Wall NA NA � ^FOR DOUBLE SWING FRAMES WITH 4" FACE FRAME HEADS, (2) EO ANCHORS REOUIRED WFiEN INSTALLED IN MASONRY WALL OR (2) STUD ANCHORS REOUIRED WHEN INSTALLED IN S7UD WALL. LOCATION OF ANCHORS TO BE 16� FROM CENTERLINE OF FRAME HEAD, OR CAN BE GROUTED FULL WITH 2O00 PSI MIN. CONCREiE. , "'FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. THREE-SIDED FRAMES � � CCeco Door Page 1 of 13 ' �SSAABlAY � Windstorm Frame Installation Instructions � For Use With FL 4553 � � Fa2iz��a�� ' ,�f�Yb GA. - . � �� Y �" �., � �: I �I � ;2:. ,� ' J« +fb.R�ES -++ YARIES. - NINGE JkM6�.PR.OF.ILE — , `Sl�v;;l_E `5t�+lNG. � — ia at ��.: ;� �Q 2' - �� ' ,i L . �. — I �. ,W4RIE$ , ., +� YWilES;;.:�:, , � . : ;FRAME� HEAD" &' L•Q.CK.:JAMB=PROFILE' � ;3Q_7.0 MA�', ' � 5 3/8" hi11.IV:f�1:�:'` t�IAX., CJ E PT H: aFAF1:ED'-`Hq:E5 �9'��:��. I+V_ELDED O:�1LY gp'�H FPCES � QE;51c,N LOAD: _ +:.,I=GC}: P�SF (WITHOLIT D,EAD.BOLT) � ;QESIGN: LD�Q; _ ;+;f:-;70 �.FSF (.�/VIT-H- DEAqBQLT;} : IMPAGT �RAT:IN:G =��35Q FT—:LBF," . ��icHa�s '.� �+ETHoa� aF _AT;racHt�E�i-r : ' ,,. .... :...:. .. ..: :....-.:. . . ........ ...... 'ANCHOR 7YPE L�CATION 1 ,FL:U�1B: AK�H(7.R. ?�P� PLUMB;:=AtvCHO.R>" I 8c;� �' �S�D; .LD,CATION �: � <�.;;:.., �� ;NIOOD`�ST:U.D :S�:�RE.1N BTNI`;;,�PL�11t�B'_�AN:C.I�:OE�;� OR- �� 1;8'� MA?C;. �R01,A: ' BTt;��=O:F'; FRAN4E: ;METAL SY,UD SG:REV�I .. . � TWO-PIECE THREE-SIDED FRAME � , �Ceco Door Page 2 of 13 , , , ASSAA�IAY ' � Windstorm Frame installation instructions For Use With FL 4553 � � F0291 100" 96"Ma�c. Opening �nn�nrn��uni, 14 GAGE(.067 M[N.)COLD ROLLED � KDORWELDED(12GAWELDEQ) y��,q��o�{Bolts C}nly}Laca#ions ORGALVANIZED{A60)STEEL. OESIGR!lC}AD=+t-'!56 PSF 4"MIN.FRAME DEPTH. IMPACT RATING=350 Ff-LBF 4��M2X. 4��M2X. � �R3AncYarsEqualySpaced(seenote#3) 2"Min. g�"'rl:l� C � 4°Max. ' � � �'��7C. i � � - . � m 12 ga(.093mirt) : 12ga.(.093ma�.} � D (� t�adifr�tel head lintel � � � n ' � O � �- � .t� 96°MaX. I �' � - Opening ! m p ' � Q _ � � � _- � � - � � cr _ 4 , i � � � � � ; 6"Max. i.� - �-!+�c I � se�r�B-a B—r' sa��.c -��"M�. Intertior View Pair No4es: � 9}8080 max.forpairs,4080 max.for singies.Singieopenings are described in active leaf of pair 2)EO anchor locations shown.MT or VVM jamb anchors are optionaC�4 botts only option for header � 3)(2)EO bolts in header up through 3'0"singles.(3)bolts up through 4'0"singles. (4}boiis up fhraugh 6'0"pairs and(5)botis up through 8'Q"pairs. 4)Hinge(4.5 x 4.5 x �80)tocations are Ceco standard.Curries& Fleming locations are c�tional or+/-1"af any locations tested. 5}Frame header is reireforced for 12 gauge lintel. � 6)Frame is prepared for approved MuKi-point lock and surface boits for pairs and approved Multi-point lock for singles. 7}Frame header is prepared for surface b�t striKe.Preparation is i�door rabbet far inswing as shown and preparation is in soffik for outswing. � � THREE-SIDED FRAME � � �=G��a��r Page 3 of 13 � � __� ASSAABC�"3Y � Windstorm Frame Installation Instructions ' For Use With FL 4553 � F0260�, ��s � ,�s oov�em •OPTIONAL 4" FACE FRAME HEAD rMw — �� ' VPRiES 1�A1Y dv WEE9 • • I T ]ST�UH � SNd P� ' , I j�` , - SINGLE SINING I COMQNfIONu.PROPIE VMIES � 218 �. �� — , r uw � r wa vna�s 2�M 307J MAX. ��r � � � 4�� 4;�./14" MAX DEPTH �— '�`°" 16 GA. MIN �� KD OR WELDED (12 GA. WELDED) �— � DESIGN LOAD = +/-100 PSF K�FP�� , � IMPACT RATING = 350 FT-LBF *ANCHORS � METHOD OF ATTACHMENT . ANCHOR TYPE *LOCATION � EO - PIPE & SLEEVE (BUTTERFLY UP TO 3070 MAX.) �2" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW � EO - PIPE & SLEEVE (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" 0 C 3/8" X 6" EXPANSION SHELL ' MASONRY "T" - GROUTED 16" - 24" 0 C. � GROUT JOINTS WIRE MASONRY - GROUTED 16" - 24" O.C. � @ GROUT JOINTS WOOD STUD 6", 6" & EQUAL - 21" MAX. METAL STUD FOR INTERMEDIATE SPACES � (NO FLOOR ANCHORS) Poured In Place Wall NA ' THREE SIDED FRAMES � , CCeco Doar Page 4 of 13 � , ASSI�►ABI:tOY ' , Windstorm Frame Installation Instructions For Use With FL 4553 � , 12'-8" MAX. ' F0261 r-� C A�� D • SEE NOTE 8 � ' lo'—� DOOR �'�A`�' - OPENING - E ' IN7EAAImW1E HOPo20M/J.WWO � / / ��'/�r/II/� � i� ,.T7i??�i�'/i'%/T��T SEE ILLUSTRATION �4 OF THIS SECTI(1N. pP�'�RNATE FRAME ELEVATIONS. ^ 1 DESIGN PRESSURE _ +/- 60 PSF � IMPACT RATING = 350 Ff-LBF j 2. ALL FRAME PERIMETERS & HEADS vr� , FASTENERS SEALED WITH SILIC@7�;� DIM. DIM. DIM. DIM. FRAME FACES GLAZING ••g- ^C" "D" "E" DIM. A 3. CORNER CONSiRUCTION WELDED ONLY MATERIAL MAX. MAX. MAX. M,�Y. MIN�-MnX. 4 ANCHORS = SEE CH�,i�T�LOW �GLASSLAM 5. FRAME DEPT�4�MIN. / 14" MAX. SAFEfY 16 GA. MIN. PLUS 2 36" 72" 36'� 94" 2" 4" LAMINATED 6. DOO�F!JiNG = 3'-0" X 8'-0" SINGLE MAX. GLASS 6�—O�� X 8�—O�� PAIRS MAX. .gEDDING IS CLOSED CELL.FOAM'TAPE 1/8'X 1/2'AND DOW CORNING 995 STRUCNRAL ��.rilOP HEIGHT = 5�8� MIN. SILICONE. 1 3/4" STEEL STIFFENED, HONEYCOMB, POLYUREfHANE, MINERAL CORE OR 8. FULL HEIGHT VERTICAL & 6� HORIZONTAL POLYSTYRENE CORE PANELS (18 Go Min — 14 Go Max) MAY BE USED IN LIEU OF GLASSLAM. PANELS ARE WEIDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MA%. ' ;�� MULLIONS MUST BE REINFORCED WITH FROM EACH END & 3" MA%. O.C. & ON THE TOP dc BOTfOM }" �(, �OM EACH END & �2� 10—GAUGE X 3�4�� X FRAME DEPTH AT 12" MAX. O.C. THE WELDS ARE MIN. 1/4"WELDS % 1/2' LONG. PANELS TO BE "C" CHANNELS INSTALLED BACK TO INSTALLED IN E%TERIOR (OUTSIDE) RABBET. WELDS ARE LOCATED WHERE PANEL ABUTS BACK TO FORM SIMULATED ��I�� BEAM. FRAME SOFFlT. PANELS ARE SEALED WITH SILICONE. SEE DEfAIL "A-A". � ANCHORS & MEfHOD'OF ATfACHMENT ANCHOR ttPE LOCATION EO - PIPE & SLEEVE �'JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. OR BUTTERFLY �p�HEAD '•2' FROM EACH VERTICAL MEMBER & 14" O.C. WOOD BUCK 3/8" X 6° LAG SCREW � SILL 2" FROM EACH VERTICAL MEMBER & O MIDSPAN � DEPTH - 1/4' I - ' EO - PIPE & SLEtVE � JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20�� O.C. . OR BUTfERFLY 0—GAUGE 0 750 MASONRY BUCK � HEAD s•2" FROM EACH VERTICAL MEMBER & 14" O.C. � /8" X 6" EXPANSION SHELL p SILL 2" FROM EACH VERTICAL MEMBER & � MIDSPAN 0.750 WIRE MASONRY OR p �AMB 8" MAX. FROM EACH END & 16" O.C. , MASONRY T" — GROUTED, WELDED TO STEEL HEADER, p HEAD ""NELDED TO STEEL CHANNEL HEADER EO P&S OR BUTfERFLY — � SILL 2" FROM EACH VERTICAL MEMBER & � MIDSPAN D ETAI L "A—A" 3/8' X 6" BOLTS � JAMB •""5" MAX. FROM SILL & 27.5' MAX. O.C. , WELDED TO STEEL BUCK p HEAD "•'WELDED TO STEEL CHANNEL HEADER � SILL 2" FROM EACH VERTICAL MEMBER & � MIDSPAN WOOD STUD � ��18 5" MAX. FROM SILL & 27.5" MAX. O.C. METAL STUD � HEAD "'2" MNC. FROM EACH VERTICAL MEMBER & 14" O.0 (NO FLOOR ANCHORS) p SILL 2" FROM EACH VER7ICAL MEMBER & � MIDSPAN ' :•FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 6', LOCATE ANCHORS 2' MA%. FROM EACH VFRTICAL MEMBER&� MIDPOINT OF SPAN. ••1/4"THICK MAX. SHIM PLATES (2"wIDE% 7'LONG OR TO SUIT JAMB DEPTH)WELOED TO SfEEL CHANNEL& FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4"CREAiER TFNN JAMB DEPTH. HEADER WELDS LOCATED 3" FROM EACH JAMB & 3'FROM EACH SIDE OF VERTICAL MULLIONS dc � MIDPOINT OF SPAN OF HEAD ABOVE DOORS.WELDS ARE MIN. 3/16'7( 1'LONC.SHIM PfATES ARE PROVIDED BY ' OTHERS.AFfER WELDING FRAME TO SHIMS, CAULK GAPS BEIWEEN FRAME AND SiF2UCiURAL S7EEL CHANNEL WHERE SHIM PLATES ARE VOID. , SIDE LITE AND TRANSOM FRAMES � , GCecoD:oar Page 5 of 13 �4,SSAABL�OY � Windstorm Frame Installation Instructions ' For Use With FL 4553 � 12'-8" MAX. ' F0262 ,.A.� ",_ B'' „�,� .,�., „B„ ��A„ �_--� � , --` • I ' ��' \� _ _._ 1,A > � I ste No� � 10'-6„ \ �C MAX: \I q° � ,� i�\,, � ��., , 5 E LU I d4 0 EC{ION�ti�AT A I N5. , .� ' 1 DESIGN PRESSURE _ +/– 60 PSF � I IMPACT RATING = 350 Ff–LBF Fr��~'i� FACES DIM. DIM. MAX. EXPOSED -• _, GLAZING DIM.�`�, ,�8�� "C�� GLAZED AREA ' 2. ALL FkqME PERIMEfERS & HE:ADS OF MATERIAL �n'. • "" FnSTENERS SEALED WITH SILICONE. MIN. �.lr,1X_ MAX. MAX. � � / �GLASSLFlM _/ 3. CORNER CONSTRUCTION = WELDED ONLY SAFETY ' 4-ANCHORS = SEE CHART BELOW PLU.ri 2 2�� 4" �2''� 94�� 3384 5. FRAME DEPTH = 4" MIN: / 1a" rnnx. LAMINATED � �, � - 1G GA. MIN. GLASS 6. STOP HEIGHT �' 5�8� MIN. •BEODING IS CLOSED CELL FOAM TAPE 1/8'x 1/2"AND DOW��RNING 995 STRUCNRAL SILICONE. I 3/4'STEEI STIFFENED, HONEYCOMB, POLYUREfHANE, MiiiFRAL CORE OR 7 FULL HEIGHT VERTICAL &'6' HORIZONTAL POLYSNRENE CORE PANELS (18 Ga Min – 74 Ga Moz) MAY BE USED In L�EU-OF MULLIONS MUST BE REINFORCED WITIi GLASSV.M. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SI�Es 3'MA7C. ' 2 10–GAUGE X 3 4�� X FRAME.DEPTH �OM FACH END&3' IM)C. O.C. &ON THE TOP & BOTfOM Y MAX. FROM EACN.�ND& � � I AT i2� MAX.O.C.THE WELDS ARE MIN. 1/4�WELDS X 1/2'LONG. PANELS ARE SEA��7 "C'� CHANNELS INSTALLED BACK TO J+IT}i SI�CONE. BACK TO FORM SIMULATED "I" BEAM. SEE DETAI� °A–A". ANCHORS & METHOD OF ATfACHMENT ANCHOR TYPE LOCATIOW � EO – PIPE & SLEEVE � JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. OR BUTfERFLY � H�p r«p" FROM EACH VERTICAL MEMBER & 14" O.C. WOOD BUCK 3�8" X E" lAG SCREW � SILL 2" FROM EACH VERTICAL MEMBER & � MIDSPAN EO – PIPE & SLEEVE p JAMB 12" MAX. FROM SILL, 8° FROM HEAD & 20" O.C. ' OR BUTfERFLY � HFAD •*2" FROM EACH VERTICAL MEMBER & 14" O.C. MASONRY BUCK � DEPTH – 1/4" _I 3/8" X 6" EXPANSION SHELL � SILL 2" FROM EACH VERTICAL MEMBER & � MIDSPAN �( WIRE MASONRY OR � ,Jqp�B 8" MAX. FROM EACH END & 16" O.C. 0–GAUGE �0.750 MASONRY 'T" – GROUTED, WELDED TO STEEL HEADER, � HEAD '""WELDED TO STEEL CHANNEL HEADER 0.750 ' EO P&S OR BUTTERFLY – � SILL 2" FROM EACH VERTICAL MEMBER & � MIDSPAN 3/8' X 6' BOLTS p �qMg �"•5" MAX. FROM SILL & 27.5" MAX. O.C. WELDED TO STEEL BUCK p ryEqD '"'WELDED TO STEEL CHANNEL HEADER � SILL 2" FROM EACH VERTICAL �dEMBER & � MIDSPAN D ETAI L "A—A" � WOOD STUD � ��8 5" MAX. FROM SILL & 27.5" MAX. O.C. ' METAL STUD � HEAD "�'Z� MAX. FROM EACH VERTICAL MEMBER & 14" O.0 (NO FLOOR ANCHORS) � SILL 2" FROM EACH VERTICAL MEMBER & � MIDSPAN ••FOR 6' &UP HEAD MEMBFRS.FOR HEADS LESS THAN 6�.LOCATE ANCHORS 2'MN(. FROM EACH VERTICAL MEMBER&� MI�POINT OF SPAN. ' •�•1/4"THICK MA%.SHIM PLATES(2�W�DE%7"LONG OR TO SUIT JAMB DFPTH)WELDED TO STEEL CHANNEL&FRAMES WEIDED TO SHIM PLATES.SHIM PlATES TO BE 1-1/4"GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3�FROM EACH JAMB&3"FROM EACM SIDE OF VER7ICAL MULLIONS&�MIDPOINT ' OF SPAN OF HEAD ABOVE DOORS.WELOS ARE MIN.3/16�K 1"LONG.SHIM PlATES ARE PROVI�ED BY OTHERS.AFfER WELDINC FRAME TO SHIMS,CAULK GAPS BEfYlEEN FRAME AND STRUCTURAL STEEL CHANNEL WFiERE SHIM PU1TE5 ARE VOID. BORROWED LITE FRAMES I 1 CCeco Door Page 6 of 13 ,��Y - I t 1 Windstorm Frame�lnstallation Instructions For Use With FL 4553 , - , "I"BEAM CONSTRUCTION DETAILS ' CONTINUOUSLY WELDED ON BOTH ENDS AT SEAMS ' F0292 ' . io ' SEE NOTE 2 3/4"LEG OF"C"CHANNELS FULLY WELDED TO FRAME � , 10 FRAME FACE 70"MIN 118"MAX CONTINUOUSLY WELDED �� 1 - 10 "C"CHANNEL I I ��„ , ' I PROFILE WIDTH I� I�- _,�,��, -�1 1 1 SEE NOTE 1 NOTE: , 1.MULLIONS MUST RUN THROUGH HEADS,SILLS,OR JAMBS AND BE REINFORCED WITH 10 GAUGE"C"CHANNELS(ITEM 10)IF EQUAL TO OR GREATER THAN 6'IN LENGTH. 2. 10 GA."C"CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER.OFFSET 3/4" ON EACH END 3.EQUALLY SPACED AT EACH END OF MULLION. ' FRAME CONSTRUCTION AND MULLION DETAIL � .' 1 �CecoDoor Page 7 of 13 � ' �' , �1SSAABtAY � Windstorm Frame Installation Instructions � For Use With FL 4553 � F0263 / ` ' � � � �� i� �� ' li . I • � • � ' TF25L TFl_SL TFftSL TF TF2PSL '_ * OPTION: ARC,HED UNITS , _ ` ' .' '� ,' �'� �' �. .�T I � ' I �_ � LSL -- RSL 2SL TFLPSL TFRPSL _ � - I' I/ 1 ' 1 LPSL RPSL P2SL ARCHED FRAMES SLOPED FRAMES ' t � ---- --- ' VARIES � WINDOW FRAME ABOVE FLOOR , WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN , , Page 8 of 13 CCeco Door ' � � �►ABtl�Y � ' Windstorm Frame Installation Instructions For Use With FL 4553 ' � � �. ` f. F0282 , CONVENTIONAL FRAME CORNER ASSEMBLY SLOTS FOR ' CORNER TABS CORNER TABS BEND CORNER TABS TOWARD INSIDE OF • o FRAME �� o CORNER � JAMB ASSEMBLY HEAD � b ♦ / Q. ' <, �� / � / � JAMB TABS 0 SLOTS FOR JAMB TABS BEND JAMB TABS Install rubber silencers before TOWARD OUTSIDE frome is setup to avoid grout , plugging holes. OF FRAME ' DRYWALL FRAME CORNER ASSEMBLY � 8 x 1/2" MIN. I MITER GUIDES � PHSMS ' #8 x 7/2" MIN.� � BTabs HUPd . PHSMS ++ 0 / I / J 1 `� � / I I / � J H EAD ' JAMB CORNER ASSEMBLY , �1 � _� �� ' �� DOOR OPG AT HEAD ^ SPREADER SQUARING THE FRAME Typical waod spreader must be square and made (rom lumber at leost 1" thick. Length of spreader � The installer should use wood spreaders, equals door opening width at the head. Cut clear— a carpenters level and a carpenters squore. once natches for fram e stops as shown. Spreader Set the frame in the desired locotion. Level must be nearly as wide as frame depth for proper head and plumb jambs. Shim under jambs if installotion. necessory 1 KD FRAME CORNERS ' CCeco Door Page 9 of 13 ' /�,SSA ABl:�OY , � Windstorm Frame Installation Instructions , For Use With FL 4553 Pocket Qrovided F0283 ' for 1/2 or 5/8" thick wall board � e --� r—��8�� I Flush � �\ I �� wilh � 0 l stud 2�� . J Welded ' Snop—in type ;�qETAL STUD "Z" METAL STUD ANCHOR ANCHOR Pocket provided ' Pocket Qrovidetl for 1/2" or 5/8'" for 1/2' or 5/8" thick wali board ihick v,�all board \ � \y f � ° ' � � � � � r��sh a . ' with I I Flush � stud �1 �� I� _ with � Welded � stud Snap—in type _ METAL STUD "Z" WOOD STUD ANCHOR ' ANCHOR (Used alsc for META� STUD Walls)�- Pocket Provided - � (or 1/2' or 5;8" thick wall board �.� �5�a„ D ;t. � m 1 0 Welded —�1 2� I� Snap—in type WOOD STUD "Z" EXISTiNG OPENING ANCHOR ' STRAP ANCHOR ' -- --- - � ' . Welded EXISTING OPENING ANCHOR , STUD WALL FRAME ANCHORS , � CCeco Door Page 10 of 13 ASSAABLIOY ' ' I , Windstorm Frame Installation Instructions For Use With FL 4553 ' , � ,� -_�; z•—�I I� � I Snap—in type I I ' ' Snap—in type . WIRE MASONRY ANCHOR MASONRY "T" ANCHOR � � . Bend jn field to fit. ' ''1 I I . , I -- Available on -- % ' special arder � only �Z�� O s% , �' O� 5 Welded � Snop—in type , , YOKE AND STRAP MASONRY "T" ANCHOR MASONRY ANCHOR (ADJUSTABLE) ' ' �- - --- - � � � , Welded � 2^ � Snap—in type EXISTING OPENING ANCHOR EXISTING OPENING ANCHOR , � �.��:��:_ k:: �,:�0��- .:,`<: :::: :.`.1,; ;- e\ t '• ~ ��- �`':'rt.` ; Welded_ .��:;: STANDARD ' POURED IN PLACE WALL FLOOR ANCHOR F0284 A ' MASONRY WALL FRAME ANCHORS ' CCeco D-oor Page 11 of 13 II ' ASSA�ABL�Y I , � Windstorm Frame Installation Instructions ' For Use With FL 4553 ' S44 P242 O ' P381 AND 385 312 312 P385 ' 12° l_ONG PIECE ❑F P381 APPLIED ❑N LOCK JAMB DOOR RABBET �STARTING AT SILL. ;�J '� REMAINDER ❑F JAMB IS P385. , �—_ - � r 346C S771 31z 1 315CN I ' I, 315CN ' 5771 �'381 12` LENGTH ❑F P381 APPLIED ❑N �o THRESIiOLD STARTING AT THE LOCK ' P385 JP.MB. REMAINDER ❑F THRESHOLD WEATHERSTRIP IS P385. I—.�so--y� a�s +ID�.zso y.O�—r.�ee �aga ❑�3 Y'��.zso � J_ ' PEMK❑ PEMKO PEMK❑ PEMKO PEMK❑ P242 P261 P266 P381 P385 oo�, �Q ��5 438 r .75 �250 �' .375 \\�.047 1 ' 438 �.�g� 25 PEMK❑ PEMK❑ PEMK❑ PEMK❑ 312 5771 S44 315CN .000 .65 r �� PEMK❑ 346C PEMK❑ 2008 ' sa WEATHER STRIP F�R WATER INFILTRATI�N SINGLE DD❑RS PER , TAS DESIGN PRESSURE 50 PSF ' ��I �0305 WATER INFILTRATION PREPARATIONS SINGLE SWING � 'I , � CCe�O�_D�r Page 12 of 13 � � ' �ABIAY , �«,: ��: lAhX. fRAME WIDTFI p � w�cv. r.rs PMlEI,OPFN{NG `�Q;.�� °ivu :MNf. FRAME�IYIDTfi = PMiEl9PE�IMG„+ f''3%h" + i SJ4' � Sf.6�:PRESSURE Th�3t'.ES � ;SEE.PRESSUR£,TABCES,ON SFfiEEi'S,:- ON.SHEET 5.r''JR =FflR-M.A%IMt1lA.Pt�tEL-OPElI1�iCi'11Y(DTN ' MAXIlAU�,PANEI OP�FlING'WIDTH � AtrVG' i,1�8�.5X,' 1�t1?Ct. . �MN{�' MAXp :AX:` , s• (� 19" 6" SEE:CORN£R' G .",G2�, ��4;i� �� CQNSTRUCTION MNC. � ' u2 I:�MAX}� MN(. , DESGRt?.TtONS � �'�� :'g".: � ' � " 4N SHEET::�, 9. .;�3'; � �� 16�.t�lA)t., 6��lu1X. � 4 ji :�. �� :OF.. ..E '� ,�ff� .. :0 5(fE � .H _ � ' "f� �.__� o 9 f � _�..s�; 9.. s . f � " ;/ �.o `�.. \ ;� �' %' °" ' \ �' � \ �� , ci '.ax.' �: o � � �.� ,Q,. f' '�, � � a � � 2.� 38..13/16" .. :�t.'.. :' �t' ` � L" 38 13"/.16', " o x�o"5�i, - ; �,_�, � lAAX:U.1.0. � �.$,.;, #. � ,a � }AAX,,:O.LO: ' � ct �+�'v�i � A � , �' 14 3%8" b.a�' 'a io —�—_:�=-- 19 3/8" O �`w-^c41� � � �,.'`u �_�� ' �'` �. d. �: �J o o� . �. M FRAME'ANGNORs , a MAx. .< » ° �7YF:'FRnM£.'Ar�cEiORS �• � $� � ✓ ',. . w a YtHERE�SttdWtt:'SE£; ' . � U:Gt v> <0. � o r. �o'o �; � W}IERE'SNIf;VN. SEE M o �� •F[tAME•I+NCHOft� � . f �, "—"�^� �r>�;o `"FjLj1{E�A!lCHOR' �� `�c�i� � p � ,[tEQU1REMENIS:7'ABIk"' � �'� o`, 'o REQU�R'ELiEtV}��TA3l�" 'z3'�� fSN;'SHEEYi' E4R +'.. ; . � ON;SNEE'�.t FOR � ��u'�z REQt7}R�dENTB:,�:' 1,'�� ' ; ' � � f�QUlREMlENTS. � , � / f f �� / � �. " s._ � � .�;,. -.L. � s^�Mnx: a°�►�.r�. � � --. - -- =--�'' �� w Z� q � i/a' �s^ ts",,.� »'._ ti9~ �:�/2�. a a%2`� 1g�r_. is^ 7 �IZ° o ��. �-.�.-:�-� 4: .�=��-��=��..-;I' �: �, � �--��. I �.�.--=1 l-- ,�; � �� -�� . ,:' � . �.� �...� nr HEnn ac�sau,.�C4USfER+MICMORS'AS SHOWN,r,T �-R10 � � FXL�BioR:��a+A�no�;: MEETiP(C'_5filE:EN6S SPACEO 3":MARi': CL{lSTEi2:8, ,� TtON. �,�u �7� � pOU�E .dOQR`W� A�' NpARD .itNcNORs>vmH:.AtaCt�oR rrPE n: ct,e�c(FR;':s i GLE' Q.IL��_WR'M.�S?ANDABD o- z�� -• •�kac�o�ss errnf..A�cNo�-rrP�s.e,,c o,a� F :FRAMI{VG &• �.LARD iNSTA�tATioN �� . FRANlING. &x STg�t�ARR"iNSTAtkATiON; . �� sc�,i�: tjz' '-` ,�•-e"� {M1C110lt'`E'" IS NOT APFCICAHLE A7 HFAq &-SII:L). SCAIE 1/2° � r'-o^ �� {APPLtG1F3CE iWRN sAU.MNGE-'iYPES}�° (APPUCABLf.WIf}I ALL HINGE 1XPES} �3�ti� �� f�tSttltitr �SEE .S�E� .S FJ�J,�..�,1\� `ti��t1, ' s ;,.�,}fr r' � � o�'. �ACt.OWABL'E RESIG,N PR , � �� z ;�3 � —...._ ' - r „=:. � Y� � :r , � �u� pR4L117GT`RRYtB�'G — ` . U. BRCOtf{.SY�IlB.Y'WIILDF�GI{1I0 f s,"';, "�rl,r !a ' .UnOdiPYCod1 - �itFF::,'-•°�'�'r�r _ . .. , h��i�fa �� r't��,rt<<�`4h``` uu+ n . ` s� ` .. ' .. [SY l� ' ,. SHEEC h'0. . . ;4t oduaCana� `1 �' �3 � �� ,� � '� � t� � � � � � '� � -� � � � � � � �� s�■� � � � �w �w �r ,� a� �a� � r� � . ,_ 9M��1�R a�.��: ��, t.it+ic. Ft?a%tE winTH =.PANEI:OPENING i; 5" Mnxx:FlZAUE VilorH = CORNER & FR END CO UCTION; +�v: �es SEE'PRESSURE•TltBLES„ON.SHEEf,.S", i PANEC OPENING#-5". H�D IS SQUARE CUT, BIJiTED.T0.SIDE,,FM1STENED "Oi'.:? °iiiio�. FOR MAXIMUM'C/WEL:OPENINC'141DTH"" SEE`PRESSURETABLES ,W17}{ 7FjREE (3) N0. 12 X 1''S.S. PNTFS � - ' ON,,.SHEEf,5;FOR,�IAAXr FASTENER9;THROUGH,TNE SIDE MEM�ER INTO THE ''�' 6.' 19:25"',; 19.25"� ' 19.25",. ,_;(9;25".,. 6" . PANEI`.OPF?JING'WI4TH � � �� }MX.' ' :MAX. A�AX. ... ' MAX„ 'A1AX;� MAX: BfR SCREW S UNES dc SEALED,W(TH s s�s HFAO MEM R , p�:, - - .. _SEE.CORNER�_ .At A2 Gt .G2.: �SIUCONE. •�R CONSiRUCTION: � � � � � At. :A2. G1 .G2, ' & , B�. '9'. 9'', ffi0�1E�NEAO COf�„NER 1FA �SOI`�Sl`fRi1MEl:. 6`."B.. .9. g=r : _ :,;;� DfSGRIR110NS g^ HEqD'.IS�;SQiJARE CUT, BUTTED Td=510E.SECURED , _ „ - .:. . '� . ` � , � . . 6Y� ON'1HIS'. __ , - _ 8 L�: �}/&)&'SE4lEDo V�ITH ES�CONE.�E.SECi10 G/5 & � SHEET 1,uy�! " I'- ' E,,_.:20.5"� N lAAX: $ �j / ,' , � 6"'MAX: ��SILL CORNER' SILL IS SOUARE CUL BUTTED � �3 9^ � oP TO:AVOID'.', r . �� TO SIOE,.SECURED'TO THE SIOE AIElABER USING A � � �% CONFUStON,'LOCK , �,. C � � ' ''�� ' C O N D m O N S A R E o P rt E � P N O i A S S E h 1 B L Y d R S T E E l C�P,.F A S T E N E D W 1�}{ � �i � � 6 � �. , & , , El � '��` � � C1. ' , ' THREE' 3):NO. 12-24 X 3/8" FHtAS'AT iHE FRM1£ $ ��'� G2 NOT.CALLED' � � � g , �. �'` � :OUT/SPEGFIED_1N \ 6 & T W O (2��'N 0: 1 2-2 h X 3/8' F H M S A T T H E.S I L L; � R � � 3 � � B / , Dt ' `6 ! '•E2 C2 k SEALEO.41fiH SICICONE -,�: TNE:.ELEVATIDAJS.` � � � s " "•c� � � ? � ' S�E'.P R E S S U R E B ,. . 6. p�R PnN F�G Q R N F R S;VERTiCAI SItIES RUN_ �`�s a � '` � 7'. � sr �. AIROUGN AND ARE SECURED TO THE RNLS-AT TIIE x.=-'7 � 7 TABLES'ON SHEE7, � .c� o i.i � � �4'; ��, 5 &,PARTS'IJST a � � '� TOP & QOTTOM W(TH 1/4"7HICK EXTRUDEO � z. 38 13/18' ,Fy, 2 ,� ON SHEET'13TFOR ia = � , C4 , CW�NNEI.S. EACH CHANNEL IS FASTENED TO THE 0.;� MNC.'D.LO. - �g: �_ ALL`LOCK.OPTIONS.� z - � STILE k RAII WRH 1/4-20 X 3/4" PHMS & 3/16' � o';p _ �;,, u. � � ' 3a�13%)6° � THICK STEEL NUT PLATES. THE INTERSEC7ION.Of � ti r, •� --___�_= '1'�1:;3/8: a ,•� . �T,y�}(;'D.L;O.. EqCH CORNER JOINL'WAS WELDED WfiH A t/2" 01A p Z�o - d n llfl': FRhMEANC}fORS �o '�' '�` tD ==_=_="`' 1'4.3I_e" PLUG�IYELD'I+NO:A o ��.�i`� N a'r� 1YNERE`SHdWN..SEf` �~ M 0•�= ' J�`` � � o � M�• 1 1/S"LOtJG FlLLET�WELD AT BOTN-Y7E85 OF TNE �w '� � ao � ;� � � TlP, Ff�fE ANCHORS O�C: � a c� 1 `-' a "FRAME AIV�CHOR ,� � `� °- "�" WFiERE�SHOWN.rSEE RAIC. o �o�m � �' REQUIRF.ME1dTS TABLE" h1101' U_ F.NDS;SECURED TO THE VERnCAI:RNLS �� ' "FitAME ANCtIOR.' ' � ,� x�v Q� ON;TFIIS�SNEET FOR" m �WIRH 4 EACH 1 1 8°'LONG,FlLLET WELDS- y � 11T HfAD>,&.SILL, rn c4i' REQUIREMENTS,TABIE' � � �o 0 ftEQUIREMENTS. . - �. o � CIUSTER;� �c��`� ON-THIS:SHEEI''FOR'. � �a� -8,. � `/ / ; ANCHORS.AS RE4UIREMEMS:. ' �t'u�o g; iS}IOWN,AT ,g. ', ` � . � ��nz ,_� MEEf1NG'STILE - ,g,- / � � ALLOWABLE DESIGN�PRESSURE � ENUS':SPACED'3," � -- - s"�i,�nX:'�arn�is.'c�usr�rt' ; � SEE StiEET' 5 � �� -f` s';wcr�ass wrrti �6V XZp��MAX:�fAAX.� �---�t 9,"��19'.�,7 ��2• MICHOR'.1YPE.7l; �- (�) THESE,DOORS ARE NOT MPROVEO � ClU5TEF2`'S FOR USE VMERE WATER INFlLTRATION Z rn �' � �: :ANCHORS•'WITH 7 1/7" 19,", 19."' 7 1/2" RESISTMICE {S REQUIRED HY THE � z� m EKTERIOR ELEVATION•.DOUBCE DOOR WITH STORE, �{�Y' `^"��';��'� �' 8 qNCf10R 7YPES.B; OOOR. UNLF.SS UNITS�RE INSTAILED 5 . ERONT FRAMING�&-'STANpARD ;INSTALLATIOiJ :c; o a� F EX1'ER�OR F�VATION'�SIIVGLE DOOR WITN STORE IN NON=HA81TA8LE.ARF/S H'HERE TIiE � sc�e: � Za a i,-o„ , , �(qNCtlOtt 'E' �s, •FR��IT FRiaMING 8i STANDARD. INSTALLATION ur�rr & niE nR�nsE o�sicNEo ro o� ;�g�X - I,, N07•APPLCA6lE' , '�p�:;1/2' = 1'=0° ACCEPT VlATER INFILTRATION, UNtiS N� �ja�� (MPlICABlE 41ITH.ALL,.HINGE:TYPES)' ,AT'HFAD k §ILL). SHAI.L BE INSTALLED ONIY AT 3 (AF'PUCA6LE N�fIH ALL�NINGE TfRES) LOCI1T10t�S PROTECTED BY A CANOPY ��s�e GEN RA�L:Np� . . '�J z OR OVERf1ANG WHERE=BY THE � n� 1., i1�ESE.D00Jt,5YS1E4S i51YE BEEN.7ESIED�.AtL1UZED;'B.MPR(NEO�FOR�DES:GN�PRF55UAES - F� NOT'70,IXCEED-1ttOSE;SFip'NN'M 7{1E'A1.LAYL\BlE DF9C1l:PRiSWRE L�st�s� . �• . , OVERHhHG(OH) RATIO IS EpUBL'�TO�OR -��-�� 2:,:OFQNtGS,�BUCIpNC'.dc-BUCNW6'F/SfENERS:IdUST�(iE'PROPERLY�oEs�cr+ ��.w'sru�o,��o. FRAME ANCHOR REQtJIREME�JTS:TA9LE. 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(MIN:c,GR..3"& G=0:55)� , . ..�,�i t L r�,� ^ a '7ru..�;':...,� ' &`THESE DOCR:SYSfElIS}NVE 8EQ7 DfS'�NED'�IN ACCORUANCE WrtH'AND�itEEf�7NE.. �" �� , .,y. �, z o MIN. 16:,GA'S0 KSI f� ld0. 12'�SELF" Mtun Dade Rnlun com�ol o �+ � R£GViREI.tEMS�OF711EflORIDA'OUTAT�G.CO�E` R."CIVDLC4;ldqi'VEIOCfl'L�[fUARxYJit B. FULL .1'Y tp,46'(��. (�: METAL 5TUD OPoLi:%iAPPiNG_SCRE4t . � F x & nsahcr sHutiEes r��oT rscOviaEo wmi n�000as MIN;�0.22'TFiICK' W t/.4"-20 SELF, _ �f � < R T. �Atl'AHCHORS'�5£WPoNG4DDOR�FTWAE.TO-,PRESSURE.INPATE��HUCKSURY,'OOU�.FRASIRJO.; :C�� f178-STEEL � OR1LL' /�PP.1NG'SCI3El4 F11LL ]/2" SW21.OE"CMAHLE OF.NFSISONG CORROSION GIUSED,6Y�iNE`PR6SSURE.TREATIti6 CNEkICMS,IN'. - ._ - 3d INE.WooA, _" , 0. . MIN.:3000:P:S.1. CONCREfE_ ,{q _?�4�'CONCREfESCREW 1,3 4". `2 1/2' ,. . . .. � � d 8..'DEtFtt�uttE 7tt[PogtivE k rtEG4tN['DErGH.ta4us-To'USE-Y1NEN REFERFNaNc 1t&sE. -F MlN:G9U::CONCRETE FlLlEO�BI.00K p)_1',4'„CONCRE7E SCRfIY 1•1 2 .:2 1:2" . - OOC1d:iEMS W�ACWRMtFCE:YIiM'1fSE 4UMERNCUi'COOE N10.tip�EliN:ti6 tY7N0�'ELOCiIY.;.'fDR - /" ., , ,. _ :vr�o w,,o.c�,.cuun�,s�e�nccnaawcc-wmi:n+e:Fw�oa�suaarxrs coo�n ow�cnowvm . :� � t/4-20'SEtF - ' - - " � .FACI0.4"OF'Xd;��Ob5 6UY 86'APPUW'Pflt JFfE.ASCE�7;5TANMRO. . �F , CUEtTiVN_,19A1L� , � F,ULL ,1%2" . . . "' • ' 9.. trou�nsE.wutoxaet[srt�ssw�sseEN:usEo•w7xE:CER�FiCA71oi1,oF7Ht5 . 'OAILL/TAPPINB��REYJ - ,. - ' u ,n• . ne. PRODUCL..l71ND,lAAD�WRA1�1ffACTOR.Cd:,�.�.e wrs�usm��ros vr000,scxlpr uw.vs�s;wnr,t+)�CONCRETE`SCREwS:5HAlt BE�EI:CO'ULTRACONS�C.S; ElCO;,CRE1E'-FCEX�.(S:S: oR ^'��"•� =��`�, � 460 E te,t+n�rtuts;-MClU0IN6'BUf'NOT LBl11EU"r70.STEF1'�SCREYS..nu�cmat inro�cauracr:hrm HIL•TI;KIYIK�,-CON IC�.(CS.,OR'S:S;): , .. `'-�,,,,��,,;`' . sr�e�r xo. '• .OStIF�R��01SS7ENAR�l/dTEliVdS SFV�LL�11£ET TIE'RFOINRCIJENiS�OF.-;ftOR19A�UIL�KO�CODE.'"' ' auvrER 20.. Sa'SE1F-'BRILUNG:&'SE1F TAPPING SCREWS'SNALL'8E EIIN...GRhOE•:5"CORROSION RESISTM7T.STEEl- " � aF 13 _ . , r , .. . . � Kawnecr Com»nnv.Ittc: NOTICG()I+iCCG��PANCI;irLr'(PT13�NC.I:'SUBi4JITTTD. , Ir. STAT�M�NGS(co�rinv�u�uj. . 13: Lnboratory, compliunce:leUer:for.Test Repoits:�No's �TIrG0a9-1005-OG .and 1ITt�G049-011•1=0G, is'sucd by;,.HuiricAn�'�Tcst:I�bor��ord,,;LLCa�dated Ol/31/07. and.01/20106;botli;5ignedund;scal�ilby VInu.3:Abrahnin;'P�;�;,. = {SiiG�uilled t�irder prevtorrs N0'A"Nn.07=0416.b2)� , � 14; Laboratory complisncc Iettcr:'for:Tcst Repoit�No..B1'IrG049-IZOI�QS,;issgcd by , Frurrricanc Tesk:�:ubbcatory; LI.C;dated;pTrl�10G,.,'sisnciC;'sa8�'seatecl�`,�y.Vinu T. � Abcaliuin;P:E: ` � (Sr+ba+l�leii�u±Jer,prevlocrs NOri JYo:;0�O8b3:05)? -c: or�Rs . . i. Noticc of Acceptancc:No:,11=1013:03;>issped�to Ka�mccr;GomrqriyT:inc,�f'or-th,cir Series``3SOIIt=0Nsi6ing�Vet Gliizci?`_Aluiu(iidm�StOCCP[011�D00P-.I••M;L",approved on 03(15L12 and ea�piring.on 02/08%I7: , ., � ` � . . r t .. . i� ��,. ,:y. . -'�'!,1(i{ ;:�:��..�-.-,:�- ' - - 3atmcA.;;Gascon;P.�.. Product Controt SCetton SvpervisoC NOA No..I'9-0,602:03 ' L':cpiratlonDut�-;8ebrriaiy.U8;2D17 elppro�,o1 D�fe6",Dcecm6er 2d;201�t �'=5 .. . � � r�■� r� r.■■� � � �e r r■r �■r � � � a� � � rr � � � � r � r a� � ar r � � a�■� � �� r� a� r Kawuccr.'Comnnnv.Inc: NOTTCL�''.OI��-i1CCEPTAf1C�e�I�,VIDI�TIC'�'SUI3MITTF;b� F.: STATEMGty'PS:(C4vrnvuenj` , 2: StAtemenf,l'efter:of.no:�nancial,`intere;si:��arid'.inclependency, .prepared';by W. SV. Schaefc�Bngiueeting 8c,-,Cbnsulting,_P. A:,;dated`02l1QI14;signeiirAnd,scaled=by Waireii�W:Sefiaefe�;l':Ea. . . . - _ 3. Laborafory,. .compiiance let#er.,fpr;Test�`R'epoit,c No:'s ,ATI-b37A1.01'-550-I8,, ATX-D37�iZ:02=550 ICnwnecr Comnnnv:Ync. . NO�TCC�OI��ACGC1'.TANCE: �VID�NCE SUBN[I'CCED `C. �:CALCL'I.ATTONS`_ , • "•1. Anchoc vcrificnfion caloulations:and•�siruchual�nnalysis,=compIying;�vitli .TI3C 5'a E�ition,(201a);;prep�ced liy'�Wf�W,;Scfiaefer:�ngtitec�ng&-Copstilting,P:;A.,dated OSli9/14,s�g�ietl;andseataiiby Warren W Soliaefer,l';'B:. , 2., .Com�l[c§Svitli ASTM:EI300=U�3['09- � � D. Q.UAL'IT.Y ASSURATIC� 1. Miatni=Dode Depnrlment of.ltegtilato�y nt�d�conomic Resoucces(RER). �. MAT�RiAL.C�RTII�IGATI9NS: 1. Noticc of Acceptance N'orll-=062d:02'issued;�oi,B�.I.Diil'ont:-DeNemours.&;Co.r Inc; for ttiei'r"Uul'o'ntSentry�Classk.4.intcrl:►ycia'dAted;08/25L1�],;?exp,iribg un 01114/„17: Z. Ttoticc'of Acccptnncc;Na,13-0124:27�ssued;to L'[ Dul'ont peNcmours'.�Kr:,Co., . Inc..for_their'"D6Pont,Butacite�sl PVB Intcrinycr.".�doted�'0!1/tt/19,;cxpirin�on , ' , - � 12%11l16: ,, ' -� � 3., Noticc.ofAcqeptnnce�Io,14-0423.15;iss`aed;toEpstmnn;Cliomiciik.Compnny{M.A.). . �, ' , for thcir."Snflex'CR—:Ss�IIc�.end�,SnRex HI,'';CompositccGinss,Yntcrlaycrs:ivit6 � � P�T Cor.e"-clntcd 06/19%14,,expiriiig on 72/1I,/I8:. A. Testn`epoil§:opi`1)'ASTtiib%l,12,C'�,.epsilc'�:est3UFIRS.�P�isscd;1340PSI�nii,12U0P5I; , 2)�ASTIVI A395S` Compression:�.S'ct:22,�RS.`w'ith 100?C'.Passed � 24;8"%''_<'30%', . .. �.. , . . - 3)'ASTtvfp?24U Shoie,A Iiardness pas�it70A:<70�,-�5};d"urometer 4)ASTiaZ.D1149 44tnnfs Resisitince`%l00 IIR,I,'40°F/-20%;"slmin/100 pphrii�N(7::Crac(cs;. V . : • �':AST7v1 D573 H'eaf;Itesistance 7U FIRi_1D0'Cp�.tsed:, Tensile;1%o.�<:IS%,:Blon�{iou'-39'�:<;d0%,,Flqrilness:G;<'l0 � and<7PSI:<',1QPSI;; � ' ¢)'[+:ST`iv1_T)925 I�fi�rn'tion_Stt�uring`7.day's cacposure pnssed 33ane • �Migrauori; - ; �-AST14I D624C'tcai',Test pnssecl 133;pfi>:1U0 gli; along with.mueked-pp•`drnyv�ngs:uad�;instatlation aiagriim:�of:neoprene's°�vedgq. spon�e,and`setting;61ock�lig Ticmco; 7ric.,,;picparetl�liy';Hxccl��Poly,mers, LLC (A2L`A,�I�Id..0121:.01�;•T'esf,-Repbrt;No:;EP�6728d,-8ated`'02/16%09;sig,ped;hy;:J,o}iu . Quinn, (StrGmlllerl rrrt�lei;prevlons7VOi1No:-I1-0228.04)� F. STATGIVI�N'I'S : 1: ,Statement 1e(tei�:of'conformance.�:to_and compliaqces,tivit�i' the::TBC''S��ition � (201�!)�A1VSU AAMA/_�NWWDA`101L�T:5�2=�.7 nrid`FBG;201,O;�prepared.by�V:.jy: Scliaefcr Erigiriceiing;&Con"siilfing;Pi�A,;.dated';05/,19(14;:'sigrtcd''anil.senlcd liy �Vu�rcri`W:�Schacfcr;P:�:, ' , . ,/ � `+��f{�.t.14.:�. - \ Ja1me D;Gnsrnr.�P:�. ProciuM Coulroi 5egiionSuperx�sor. -,h(Oi1�i`ia-7 4--0602:U3 EsPiroliqn•Ante:Febivaiy.08;20t7 , �Appiovnl,Datc:,bceemben2d�201a ��3, . . �. ., . . �i r � r� rr � � �r�■■� �t � r � � �� v r� � � � � � � � � �� `� � � � � � � �' � � � � '�Ka��mccnComhanv,.lnc. NUTICP Or ACCEP'I'ANCI:i ''EVIDI:�l�IC[�:SUI3iVI1TTED B. TESTS(corrrur•uev� 4. Test reports.on:l)TJriif`onn;Stafic Air Pcessure.Test;.IioAding:p'enPBG;TA5 202 9�1 2)Large llYissilc impactTest pes�FBC;TAS�201'-94 3)Cyclic Wirid Eressatc Loading:per:FAC;TAS 203=94 . Alons wich;murkec{�,up drawings;and installntion�diagram;of;aluaiiqu�outswing;door rand'outs\'viqg`aoor w%_s�orefront;,prepared by�Humoano;7`esting�L.aboiatory,�ii:�; �Tesf IZeporl:No.H1L-609J-0804-10;:aai�a;10%26/10;`s'igned�arCd seaieit.by�linu J: AbrnhAm,P:E: �(Sr�Gni�ued:r�pderpievJor�sNOA'No::13=D228:Q4); ;5, :'Ce�t repoits ori:1)Uniforin�Siatic�irPressti're l'cst;�LoAding crTB:C,�'AS'202=94 • 2�;L�rge2vlissilc;rmpacf:Testper.FL�C;TAS�Ot-94 ,_ 3)Cyctic:YJ,ind�PressaYe Loading pei.PBG,`TAS�203=94s 4):Fo'roeil:Eiitiy TesP;pei FBC:2411;3:2;1;T1lS 202 Q4 Aldng,avath irinrkcd-iip drawings ancl.instullndon rJipstairi.otAlaniinnm oiifs�ving:door ` and:'ontswing�:door w!'storefront;prepaced by�Hurrican,e.'Testi�t�.;'I:alioratory;:LI:C; .._ . ,. . �'1'est�iepoits-No:'s HTIrGQ49=D2U1�Q9;anii H7'kGO�#9=:0310-08;.,datect,07/0;1/U9 �and 09123L08,bo{h sigied nnd:scaled by'Vui6 J:.Atimh�`m,.P:E: „ (SuGnrilted•mNle�-pYevlonsR!OA1V'o.a9;0?30,11): � • b. Testreportson::l),AirInfitrntidn:'i'est;".pc,rT�B,�;TA,S",20;��4 2)'iJnifrirm:St�tic Ai�Presstire Tcsc,I:oailing per;PIiC TAS 202-94 • 9pWgterItesistunce`:Test;perFBC,TA5�2U2=94 4);Lnrge;lvlis'silc;Impact;Te"sf'res;F.B;C;:T'.A�S 201-94 5)'Cyclic;W`inil Pressiire.T:4sding.pcc FBC;T:4S:2Q3'.:94 ' •G)�Eorced Entry,Test;,}�er�I`BG24I13:2:1;TAS 202-�4 Albng witlimarked-pp dra�vinSs aad instatlati6ri liagram;ofiil��minum:out's`,�ving'door` � and- oulswing dooi�ivl stozefro�iiU'�curtdiri "ivall. sysfem,,•pi�cjx±reci'-[iy Iiurricane T'cstin� I;�tior�Wry;. L1sG; Test, �t'eports� I�Io:s �I`TIrG049-1Q05=UG and HTirG0�39-0111=0G; dated'Ol%31%07iarid•Oa/17�:ihroyg1i�20L06,:resliectively, boih signed,anil'sealeil.6y,VinuJ:A6rah�un;P:;E,, , (Subl►ritte�r�rulcr;lireyions-NOi1 lYo:07=`0416 pa) , 7: ,Test repoiis ou;:1);Air Inf 1tiz+tionTc§t;'perFBC;TAS 202?�14' • 2)=Uniforin Static tlir Pctissurc�Test;.T:oa�ing'pec'FBC TAS 202=94 3),R?aterResistancesTesf;per:FT3C;.TAS:20�94; �4?:Lri.ige-IYtissile Iiupact'Test;pec FT3C,;T"A5,201-�4 5)Smn11:i1�fissile Iinpfict��esC.peel'BC;TAS 201 94 �Cy,clicWind;Picssuxcl;oading,per.FI3C;TAS�203=94 ' ' 7);Forced Bntry�Test;jici:FBG:2411:3`2:Ia�AS 2U2=94 rllorig�vAtti-marked=up dra�vings.acict;iastallutidn'itiagriim o�;�itumim�m'outsivirig ddor a.nd`outswing door �w� sforefrond'�:curtitin��l[ system;��;prepnred by IHuaicnnc Te§ring-I:iiboiator'y,,I:IC,'Tcst:Report.No:.ATIrG4��,1201�=05;;iiptetl.`12/0512005 nnd-01Y24/2006'respcctivcly,signed.and'scaled by,:Vinu JS`Aliiatiam;'E:�:. � � (�riGbiluerlirnrie,r,rrev,�on�;1VOi1;No,;pG-D803.05); ` s J�," .' }, • . � ' : ., , " �;ricc:t (�.i...�.i-. . � :Je[itl'eA.;Ga'seaii.I':�: • :PrdituctCon(rol$eeNon'$uperyison .' ,�'.1VOi11`Io,�74-0�642.03, 13zp1rnNuullated Feb'riiary%08;3U1� :Ap�iti��nl DAfe�:Dece'm'�er2�t;2014 .1i;2;. . i � Knwncer Comnanv.inc. . NO'CICL�OR AC'GCPTANC�:� ��VID�NG�'SUBIGIYTT�D . A. l)Ri1WIP1.GS � . , 1 •1, Mnnufncturcr's tlic drnwings and sectioris., 2. Drnwin�:No:5460,,tilled"3501R;'Outs�ving Aluminun�';StoretYontD'oors�-Z.M.T.' , 1'Vet.Glazed'.',sbecis-bl.tluopglr 13:'of 13;.prePn`�ed,E'y:�,VJ:1�!:;SeFisefer,Engtnecring ' und Gotistilting,;P:A,;,dnted 1'1L10105.with,the-latesl"zevision'"El"'datcd>01/30/l4; �signed and:scalcdby Wan[en W�.5ckaefer,:P;;E. • 'R. TESTS � � erFSC1'AS.2U2-��4 1: Test rcports on:T)Uniform;Statio;�ir,PregsureTest,Iio?iling��,_?.,,., � � 2)I;arga;Missilc'Impact Test,pec;EBC,Tr1S:201-9A;: '3).Cyclio�tiV'tndYres"suic'Londi'r;g;g^.,c,P13C,;TAS`203:c94i 4)';Norced Entry'I'est,-1?ei�FI3G;2411:3:2;1�'PA5 202-94 . 11Iang-iVith morked up;dcaynri�S�nd in"stalltiG6ri'�ia�cnt�ipf ii(uriunurii outs�ving;door � ' ; � � �'} and outstiving door=�vP storcfront%c�ixtazn wult;system;,•pRcpaTcd bY Azclutectura�l , �esting;lnc.,TesrReporfsNo,.se+1'�I;A3,74101;554=1.8;&-�'1Ti A37�1�04-55U;18; ' " ' - b"othdated04l23/P4;re'spectiv.ety,.��i�a$ua�senlcilb�Viiiii7;Abi�linm,P:.E: 2`. Test.reports onr;i�ilic 1of Ilri�tionTcst;;per�FBC;,TA$:202=94. 2)Uniform;Static'Airk'icss'ureTest,:LoadingperFBCTAS202 94 3)`Wufe�;It,esistapceT'bst;Per FIiC,�',AS^202'=,94: „ 4);T:e�gc IyGssilc 7inpactTesf.perFS:C;TAS.2G1-9� , • �,CyctIc Vl!ind Prc�ssurc.T:oading ger I�,C,TAS 203';94 • �;Foical,Entry,Tes,per"FBC 2411-.3,2.1;'TAS202=,94 , �� rllong�withmarked-up:BrA�ving_sand`uistallatiot%diagrti�riofalutnuiiiirioutstiving-.door , aad�oufs�ying door av/,;storefribnt/,eurltiin wul[;systcm,,.prepaced':by Architeclural � Testing,ino.,:1'est;Repqct;iVb,:i1x'�,D37A1:02r550:18,.,ifgCcil;Q�l23L14.respecti�ely, , signed and�sealcil by Vina:I:'%lbraherii,P::E:. � 3. Testi�eports,on:.,l):UnifarmSfaticAir�'ressnr�.7'cst,Lontiiiig,per,FBCTAS202-94; , • 2);1.arge'Iyl�ssile'ImpaotTog�pe,r',FBC,T�5,,;20i=,9�` �):Cyclic W ind�Pro'ssurc I:oading per TBC,"t T,4S.:203:9�. Along-with merked-up drn�vings nnd instaf lution diag;am;ofaluminum outswing door , ssi'iii�outswing:dnor�y4,storefrontl eir`rtain;jvall��ys(cin,rall.p;epaicd;liy;Acotuteciaml, Tc'sting,Ino:,,Test Rcporis No:-'s,ATI D�74�:03-554-1$;ATI D37�1�05-550:1$� • ATI-D3741,08&55D4I8;and.ATY D374X:09-SS0=18,;datcd 04/23%19 cespectively,, signed'and:scaled'bpViniiJ.'A6ral�am;.P,E.' � . � .. � tr �'S�l:�� ...i - . � - -a��..��,�<< , • • . ..... - ;,JalmeD:Giiseou,P.,.Ei' . E'roduct Coritrol,Sectfon'Supervisor NOi11Yo.,lA=U602�:03 � EapimtioBD'ule:•Ec�rnnry.U8,2017 , AtprovalData:'Decem6ec 2d�2Dld . E=1" , � � � � � � '� � - � � _ - '� � �' � � � _ w� rr � � � � � �r �■r � � � _ � � � � i � � j:��pppE , auA�i�=nnv�co�;FLORIDrC ......,, � �,I,RODUCT��O(!�TROLSECI'IOil1 � 11805S�Y:,26. Sticet,Room208 'DEPAIYG�tEfPl''OH1iEGULATOltY:1NDEC01101IICRESOIIRCPS(RER): • 11tlninFFlorldu3S175-ZJ7J ;ITU.IRD:A.NUCOUEe1DT11PlISTItATION�D1VIStON� �� T,(?$�'913-2590,� F(7$G)31�2599 NOT'IC.I:;OI+AGGTL'�`ANCE(1�IOA)' . ` '}v�i+`v:�+inmfapic aori'sco�io�iv � � ICawnecrCompany,Tnc.. . � ., 555 Gu'"ti�ri�gc:Conrt• Norcross,;GA 3009Z � . ScorE:, • . 17�i's;NOA;is;.boin�iss��cd,undcr'the;bppiicAblc rules..und:ccgulations.govemmg�tUo;usc:ofcongtrqction mutcrinls."The.d'oouideriintion�sybmiltcd'.hps.,6ccn ioviowed nitd,uccepted.by.IvTiariirDade`Counry,RER, �:Product Control'Section to�be•used=in Miami=Dade;Coantyanil;otticrinieas-�vhgro,allowed.bytl�eAutfiority Elnving7u�isdiciioii;(AHJj, - , . :Tliis NOA shall i�ot bc vali�l,nfter iho oxpiration'ddte.sfrited:'Gclotq:Tho,�iiami-Duile,CountyProd"u'of Conlrol Scction(In,Miumi-I�do County)'andC�or,the AAJ.;(iaoFaas.othcrifia"n'Mietni=Aailv.County)`reservb the right • 'to'heve,tfiis;pmduct or-materinl tezted'for.,quality.assucancc;purposcs,.If•this.producl oc material fniis to perform in Hic:acccpicd mam�c,tl�c mnnufactyrcr.�vift:incur.;ttio-,expettsa'of;such-,tcsting.apd�.tlio�AHJ:mt�y immciliAtcly,rcvoke,ntodify;:or-sqspqnd,Nie,asc.ofsubh.:product;ormdlarial,avitlun`lhoirju'risdiction:RBR mser'ves:thc,right',tb ibvako this:ficcoj�m�ico�if;it�,is'deieimin"cd,tiy Ivliumi�p�q`CountyPluifu"ct Coiittol �See(ion that thisprbduct or.matesial failsto meet:tfic iequiiem'erits"ofl}i�e applica6le`5uitding:codc.� This'giqiluct is.ap�iroycd�ns'dcscribed tierein;_and Uns'beeu;desigiled to`cainplyiviiti'y tlie�loriduBpilding CAile, inotuili`ng.tho Higfi�Velocit,y$urricunaZonQ: DESCILII'PION:Series"350IFt"'Outssvipg,Wet'Glazcd-Alufni�ium Sto�nfcoriE�Dao"r=I:.&L7. APPROVAL DOCUMLN7:Dcawing No.,14G0;titled="35.O1R Outs�ving��Alumi�wm�<Stotefront Doo.rs— L.M;I.;SVet Gluicd';'shccts,0t thrv,l3 of 13;prcpared,by�1V:\Y.Scfiaefc�;Bngincednp uqd C6risulting,,P:A., � ddtccl 11/,10%OS.ivith tho lutostrevision"�1".'`il�ted,�17,3QItA;signed and simlad;lip tiV,arron;W:`:Sch�cf'ai�,:E,;Ci., _.,.._ .:..- bcaiing tlio INiami=;Diida CoiinryRri`odiict Cot�tiol,`Itcihsion"stamp�v,'it6�l}ie IVotice of.Acccptancc ritimbc�:atid Sr�iiation.dnteby'itic�Miami=llade.Cotidty.PinductContml$eCtion: - � MISSILEIMYACTI2A17YG:I.,nrge,anitSriiull'Mtcs�uIinpriet;Iieslstnnl; j �Ii4i1TATI01�i5:'$ea dcsi�pressurc,limituiions.nu�she�f,OSsof 13;:whero�tlia lmvcr.design�,p�essu�c;ofnll J� . ,.,... _.,,, ,,,-...,-:..-. . ,-.... .._..,-,. npplicable,tflblcs sfidll'coritrol. " LABLL[1VG:.Each.unit shnll6eara permenenh.lubol witfi tfie,tnanufnclur�c's•nnme or logo;city;•sttite;series �� nnd falloiving stntcment'"Itiiami:Dpdo'ConntyYroducC Cotitcol,Approved".un(oss otl�envise noteii hereIn:. REiVZS'Vi1I;'of':this NOA;shali.l�c.rnnsideied-aiter.a roiiotiVal�¢pplication':liri,c;'6cen Tiled,aad tlzere lius`.heeu no chaagp in tlte�pplicalila builduig code nogiitiyelyaETec(ingtl�a peiformmice oftLis product; TEI21YIIl�iATIOiY.of tfiis:I�IOA;�vilLaecu�`nRer3lie;¢ipi�iition'ilutc;o'r.if Uierc'lias;becn a`r`e"vision,or cfiange in dic matcciels;usc;nnd/�or.manufacture;ofthc;�roduct'or•process:'Ivllsusc a,f,,ihisItOA:ns;iiu eiidocs"emeiit oCany'pmduct,for snles,,adycrtising or.uny othar purposes stiql l�atifomaticnlly'"iertninate thu NOA:Puilurc io complytVith-any-secti'on'.oftl�is'NOA�shallYbc,causc'fortem�ination,andremo'valoCNOA,. - ADV�RTISENT�NT;�?ho NOA.numbor'prccedcd li'y�tha�.�voids�Miuini=Dndo Couny,�Fldrida,=•and, follotived,by tho expirution•datC'muy be,di�played`"in.advertising'Iiterrnture.If�angepordon-bf'the NOA is � displaiyed,,then.i;shalf Ua dono'in its antirety.. ` � . , , � INSP�CTION:.A•copy of Ihix�;cntiroSNQA shnll;lio:pro.vidcd:to tlie';uscr�by tlin�:n,enafaotiircr-or'its. distri6utors and shnil bo lvailublo'for.uispcction ut-Uio Job'site at ihe,rtx�uest of llieBaild'uig O�cinl. Tl�is NOA rcvl"s�NOA No,ll":l013.Q3,anil:consi'sts"bfttiis-pago,l;;cvidptco pages I�'-1;,F,=2;�F.=3,E=%t'sud' E-S,.as`�vcll'ns'approval'clocupieut'mc�itiortet�'t'tbovo.' �� , -' - . . Tl�osufiniitted;docuinoqtationairasrevioived�6yJaimqD.,Goscon;�':-�.• ' • roianfwaoE courrnr , '3[�L1Zi7 � �NOA-No:Id-0602:�3, ,�.Cod�;zr�? �ipirntEon Dnlc:;3teb'runry 08;2Q19 `�lC�l'�� Apprm•ai'IinteE neeembec2d,;2014 ' Puge l i i _ _ ' Model, NumberarName Description FL# � 8786.1 350IR Qutswing Aluminum Entrance Pairs 8x8 or 7x8, 9/16" and 1" Laminated Glass , Door _ - - Limits of 41se Certification Agency Certificate Approved for use in HVHZ: Yes FL8786 R6 C CAC 140602.03 (350IR LMI 8 x 8 Pairs Wet Appr.oved for use outsiiie HVHZ:Yes Glazed}.odf ' Impact Resistant: Yes Quality Assurance Contract Ezpiratian �ate Deslgn Pr.essure: N!A 02f0$/2017 Otherc NOA#i4-06{}2.03, Design pressure varies tiased rin Insfaltation Snstructiaris interlayer, panic/lack device, and door size. Max Size.Pairs: ; FL8986 R6 II 140602.03�'350IR L•MI 8 x 8 Pairs Wet � 8.'x 8', Max Size Singie: 4"x 8` Glazed},pdf Ver-ified By: Miami-Dade BCCO - CER Created by IndependentThird Party: �vaJuatian Re'parts - � Created by Independent Third Party: � , � � � - __ --- ---- -� --- _ -��_- � � � � � � " i � � . I � � - _ � � � � � ��.�._�.�.___...__—__.��_...____._______--__--__�.,�_��.___��':��s=_� v_.�:_____: _-",_' _----..��^._„�_.`,:.`�:�:�._'"...___.�`�u�.�__�..-.�w.��._-:.,_____ .:.. ' , UNDERWRITERS LABORATORIES INC. FOLLOW-UP SERVICE PROCEDURE DRAWN BY: TTH MANUFACTURING&SERVICE CENTER LOCATIONS PROJECT REF: TS03CL61 � 1 Label for Windstorm Resistant Frames � . Q.SS/F� EXTERIOR DOOR FRAME R27576 V�' FQ IN ACCORDANCE WITH ANSI/SDI-BHMA A250.13 U WINDSTORM RESISTANCE � �L IMPACT RATING : 350 fT-LBS �� DESIGN LOAD RATING�PSF ALSO CLASSIFIED IN ACCORDANCE WITH � 4ZB I AN51/ASTM E330, AN51/ASTM E1886, ASTM E1996, TAS-201, TAS-202 ond/or TAS-203 ]000�46 I � The label design has the following information: 1. LJL classified logo � 2. Ceco Door/ASSA ABLOY logo 3. iJL assigned Control Number(4ZB1) 4. Complimentary classification(Windstorm Resistant Frame) 5. Design Load Rating&Impact Rating ' 6. ANSUASTM/TAS Test Number References 7. Ceco part number(7000746) ' Labels will be metal with holes for fastener attachment. � � ISSUE ' �CCeco:Door FILE: �7576 ;��Y" VOL: 1 � SEC: 1 WINDSTORM LABEL DETAIL(FRAMES) � ILL: 7 � � � � I UNDERWRITERS LABORATORIES FOLLOW-UP SERVICE PROCEDURE , DRAWN BY: BNR MANUFACTURING LOCATIONS PROJECT REF:TSO4CL57 ' 1 Label for Windstorm Resistant Doors , . . pss��' EXTERIOR SWINGING DOOR R27575 ' ��► �Q INACCORDANCE WITH ANSI/SDI-BHMA A250.13 STIFFNESS CLASSO UL IMPACT RATING : 350 FT-LBS CC�CODOOf DESIGN LOAD RATING PSF �`*�� 0 t 4YZ5 PRODUCT CONFORMS TO ASTM E330/E1886/E1996 & TAS-201, TAS-202, TAS-203 TEST PROTOCOLS �000sat ' t The label design has the following information: 1. UL classified logo 2. Ceco Door/ASSA ABLOY logo 1 3. UL assigned Control Number 4YZ5 4. Complimentary classification(Classified Windstorm Resistant Door) 5. Stiffness Classification(I,II or IIn 1 6. Design Load Rating&Impact Rating 7. ANSUASTM/T'AS Test Number References , S. Ceco part number(7000681) , Labels will be metal with holes for fastener attachment. ' ' � 1 ISSUE , CCecoDoor FILE : R27575 ' ��Y VOL: 1 SEC: 2 Windstorm Label Detail ' ILL: 9 � 1 Windstorm Frame Installation Instructions For Use With FL 4553 , PAIR WITH RIM EXIT , AND � P385 HARDWARE MULLION P385 p ' P385 P385 312 P266 P266 312 1 • S44 • ' 312 0 1 312 PAIR WITH P385 ' HOLL�W METAL 12' LENGTH ❑F P381 APPLIED ❑N BOTH MULLION MULLION RABBETS STARTING AT THE SILL. REMA[NDER ❑F MULLION IS P385. 1 346C 5771 312 � 315CN 1 315CN ' 5771 P261 h—.�so--y —� �'' r 3�P50 •�� 8 �13 .Su1.250 PEMK❑ PEMK❑ PEMK❑ PEMK❑ PEMK❑ , P242 P261 P266 P381 P385 � zs .�se .75 �250 .��2 l 3 5 �.097 .938� 25 PEMK❑ PEMKO PEMK❑ PEMK❑ t 312 S771 S44 315CN 000 ��7�� . 5 ' PEMK❑ 2008 . s 00 .s o PEMK❑ 346C PEMK❑ P255 1 WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF F0306 , WATER INFILTRATION PREPARATIONS STANDARD SWING PAIR � CCeco Door Page 13 of 13 � _ . ASSA ABLQY � I � � � � � � � � � � � r � � r � � � � ,... ., �,�: oA�� - ' :tlALL �Y.NS. ; A��A2 -G7 ,G2. . A1 A2 Gt G2 v�on n TOP.NINGE ,�y� .:g: �:g; �g . .6 6 ",9 '9 �a� n�ioro� _, "i =- - .. 1. ��. -� a , ' _ _ f :G' MAJf. �`$' 6� �� EpUAL INiERMEDIATE .� :� f �,� � ^ 1 8'- >r oF e � � 1= ,�''' � ` 7/ J % ,, �. . � FiRJGE - .OIJiER'.fRAME- � 9" „ ?' .CENfER �' r � � �"SCREPIS:,MOT'. _ 3• � � w a A :REQUIR£�:.'/�1" �'� �:. �C? ��.DOOR .� :HINGE:'.L`OCAiIONS; \" --5� HIN E CFxTER. 5� a n., , o .I�lNGE:CENTER:, . � 5• - i?ANELtiE1G}{TJ2''.o 1YHEN;':JbB: 5"' � � � -"16,t� 32 a _ - "IREQUIRED;.;DESIGN, ' - — ,3" /..) �<,., ��'` ',lA,3 8 -. �$' ; ,C ` : ',PRESSURE`IS;s:;: ; .Ct,. ' , �y � ' 6;.. ,' _ . ��`, M.AX.; 38 13/l6" FRAME.SCRElYS ' 70.PSf:OR > • p,�; 14HERE`SHOWN � INTERME�IA7E' ,� J� . ., jApX.,D.LO. 2,- PNO7. :;:m •�,C3' .CESS.;` :, C3.�:� � AT,BOTH SIDES" : HINGE �, ; '. %,�. ' ', -I— __"-___ — OF MNGE �: '•� EQUAL'CEN7ER n- :.G4 ,� p � �;j4;' 3•. 'S RE1YS o . ` r — 3� "F.RAME I � CfT7iER:.'SEE ,�. ' _ ` .�,-'�.:�.. rn � ._ _ ' S�. 14HERE I 5" �, y,y�¢+ � �,,,, HINGE.CEt1TER,. ' - 5, SHOi4N;AT, HIN6E"_CENTER �„ AN6HOR � i�� :FRAME,SCRE41S:v ERE'+'-Sfi0Wt1." / IQCk;;SIDE / REUUIREMENfS ` '80TTOM NINGE' AT IIQTH SIDES Of,''HINGE � . "�� SEE'FWJAE � —3" TABLE� ON g �$ ' . ;CENTEft:.;SEfi"fR%UdE�:ANCFiOR MICHOR SHEET t FOR ��'�'� t B 'REQUIREMEMS`TABLE'"ON SHEEf /� REQUIREMENTS' :e�' / REQUIREMENTS: � a� � ','�dINGE 4=tiINS�E ' '6�,:1%FOFi".REQUIR£MEN7S: .�' "fABL£"'ON '6 / N.UTE: OUTER o �.o�� , �QNP�4� S�4dpBIQ21` - �_ ;SIiEEf'1�� _� FW�6'fE�SCREIYS �y ��o 0 ' _ ' .._. T RfQUI .RIVOT'HING� . . 5".:MA7t. 'RERI1f�EMENT 6` MNc: N0_ o �c��r. RED CATIOtJ DIJiGRAMS -- . � --�. 4. � 5: -. —r nT r�Nce �. � U� �PP� ^ . n . . LOCATIONs �n a � CA9LE TO AU.:�OORS) ' � , � 4ltIEN.J06 j $.�z ��XTERIOR-•ECEVATfQN:. .EXIERIOR- ELEVATtON: ri�autREo. Z •fi'3%18" ' 6,3(ts"' �., 'DOUBL DOOR-�WITH ALTERNA7E' .SIHGLE'DOOR WITH.ALTERNATE R��GN.' � � �_ PRESSURE;'I$ � - 1NSTACLATION=GONDITION LNSTALkATION� GONUITION +%-7U..PSF � scAiE:r�%2' A �?=a^ scA�:�i/2--='�'=o^• oR�Fss ac � �. BUiT BUff = .� �,(Qf'PUCABLE".WtTH.BUi'f•&:PNOT N1NGE QOORS'.ONLt�' (AQPlJCA61.E WfTN'8U1T k PNOT H1NGE DOORS ONL1�' Pr1NELS FU�VE �3 o, H1NGE NMGE: ' � :(FOR p00R.;DETAIL�'dt H(1ROWARE"NOT SHOWN,�.$EE (FOR.DOOR OETAIL& FL1RDYlARE N0T 5HOPfN, SEE 4 HINGES. yiW z� �CENIER CENTER; �. ' EQUAC, �, Q.E1/ATiONS_ON:;SNEET5-'1,-dc 2) . ' EI.EVATIONS;ON,SHEEfS i dc 2} p p' (ELEVKJION�SNOWN WITIi STAtJOl+R0.FR/1AtING. • (ELEVA710N SHOSM.1YITH'STANOARD FW�MING. �� ti EQUAI. BUT,T.. x STOREFRONT FRAMING AlSO APPLIES o � �� HINCE. - �; Sl`ORFxRONT�F'F2AAIIFlG AlSO'APPUES) . � �i� �ja �ti � CENTER" , �; _ • . . ' AkL01NABLE' Dfi51GN FRESSURE �� z��" a. HI�' ` �� a; �� p. s�� st��r�s = o: cerrr�ri a - �, �� S': �;. . s �3�� " . „u,,c�:. �;. ,2�; , cErrreR- ,�, . 3:� �Y56i�it!!};1j �1 :o; EQUA�. ' M .��.:'* "�;'„��j � i �. , � o EQUAI:. u�: `. �� ;z N "J� BIJTT:. 91JfT � ' .� - � '' � �Y HINGE� ,H1NGE �, - ' - A - n' _ � .�� CEN7ER <GEtJTER - . � . .- � .9'3/4" �,'::'�+�4�. ,fi �r:�._ v a '� �MtODUG7'RSVISliD� '°' ' ,'�}f�� 4-HINCE .moc�ptjlq�rT�'�LoP1a1S� I..�_.�' . ...,' ,�"''` 3 HuilLloB� � �'� . "• ... � `.�.� '��. .��• , . - .'� . . •aooepna��oNo' �•�,,'�j �r�'''..1 a.��` t`` :. s . BU1T HINGE ' . . 201:�: 'r+,,;��++�' 1'460 E �OCATION.OIAGRAMS, ' :, 11 ��1. � • �r ua , ' .. - .(�prucnoi£.So A%�_000Rsj ' .. - � .. . �ti �«wttc°^,�° � • .. 3 or i 3' ' . . .. RWMtt QF WCS%CO Hf1 DOOR PANEL "�' '""s A6LOWABLE D�SIGN PRESSURE_ J ._ALlOWABCE:'DESIGN PRESSUR,E DOOR�PANkt OPEtviN�.i"tY1D1'H i°�.:. °'�i,�� (AS .RESTRIC'f[D:81(`'GLASSr 8c�:�GLAZING) pS. RESTRfGT.ED;;B`f 4�lJLT1=PGiNT o�Er�itac.�rfurN �. . . .. .c�.. :I~_.. � ��. �1 � MAYZIMUM,DDOR PANEI APO�BlE ' OPnONSE.AtL014AB1E ��MUM 000R p,�E'CONDITIONS), - a 0 APENING'`WIO7H GVZING GlASS; PRESSURE, - � IN.). (3'/-PSf)• (.aCK'CON91TION. Atl'OWAGLE / � / �OUFiLE SINGLE �'OP.ENING WID7H' PRESSURE � sl' � / � _.;(tN:. ..: ��/=PSf} � DOOR DOOR � FOR;FRAA�E. � ' ' FOR Fi2AlAE ' obve?.� ' �§lN6lE` ' 47 CONDITIOFIS. � CDND11101J5; � 9fi 48 1. 1•k 2 65� j x OOOR D60R �-SEE ELEYATIONS SEE EIEVATIONS :96' !i8 2 1,'2. 3 k�5. 70' 9� gg y� Z� c -� � q `96. 46, ?."&3. +} &;¢. .'. 96' ' a � 84 h2 1 90; �96 48 3 - 7 h.8 `60 �96 4$ 2 90 � _. _-_�=_- ` --_�-6— 8h; 42 T 3 &�4 90 LdCK:CONDITION;=i:-, � �� a y � AI:LOWABLE DESIGN.;PRESSURE ` n�,000R: sEE';R�e,'�39'ON>;SHEET i3 FOft COCK' ,a REQUIREMENTS' ' ' � ;a (AS RESTRICTED,8Y PANIC DEl/ICE LQCIC �co�tomor�sj ,w�c�n;��,�DOD1t:.SEE (TEM '�AO ON'SHEET 13 EOR � NJ�GMU?.t DOOR PANEL PAtdiC°;DEYICE ALLOYIABl,E LOCK^REQUIREld,ENjS^ _ � �! �. . � �F(_C4NDI110N'2i " OPENIN6:WIDJIi' � PRESSURE - — � PC1IVE;OOOR:.SEE�fTEk1:�41,QN:SHEEf 13 FQR LOCK a ti-a (IN, � : -.�+�"P� REQUIREMENTS• - -- o z{e rn DOUBLE SINGLE INACTNE',DOOR:tSEE ITEM �42-ON SHEET.13.FOR ' o ��M� DODR DOOR LOCK;REQUfREMENIS'• 4� v�. 9& 4A SAFt�EA(i AD8400 70� � �o�a+ :96' 48 AOAMS R1TE��86. 70,, �� SEE GLASS �� . SEE GIASS SEE GLASS � v=v�i�i 96 48 CAUBRE 8100: �8: .2.. "� �OPitON fiELOW \`.:J' ;� �'OPTIQN BELO'N � ��OPTION 43EL014 0 ��,�b 96• 48 YON DUPRIt1 HN9947 ;65;; D6YI,995 4R. y� • 3� " 33 N �"'o gfi, 48 :IACKSON,2086 :90 2a+`' '". - TREMCO; f a� z ��'L PROGiA7.F.5S(; ._f� � 84. h2 S(AWNEER�;1688 :90 � � 11' 21 � 3f A�MIN.;:�RE z1. 3/4' 611N:617E , � 3/4' )AIN. B�`TE �� ;96' !IS ;70: � � `96 48 PANEUPJE CR=94 70` ��-'� - � � 29. z 96 48 SMGEPlf 8406 . 65,. - - c�°' EXiEWOR �XTtRiOR � 3Q8 �:W x� o :96 .. 48 CORBIN RU5SWIN`.ED5200S(A)', _50 30 3Q�. ��,, � 72; 38 FALCON HH1690` 85S � �`� z��. . '6A 6B�7�:'' . . .64'� 6A 60 7:.' , � 6A 6A 68 7 6�1 � rxODVci'[tavlSE� PRESSl9RE 1'ABLE NOTES. (ALL 7ABLES)� s �g 12' . 8: 9 12 ; 8 '9 ti� G,��,�Q��p�� 3 �a�� on ioe l.G. �GLAZINGa�na�acaa:, �� , to ioe'; tifONOLITHIG ton i�s :MONO (THIC o— 1..CONOfTfONS IN-THESF,TrtBIFS lUtE`,AP.PUCAflLE FOR AC'L•. : ,._.,'. � ,l AZIN� DEfAIL_1_ G�A?IN6 D�ETAIL-� �TA� �m 2Q�i�� ri� �F�� DOORS 70,THE1R MNZIMUM'P%�NEL HEIGHt 4F'�98"::._..- �- . ItA t;lE3• `�. .. . ' , ,. . tiA 11,8: t1A 118 ,. 2:SEE'G1A2ItJG.tJEfNIS QN THIS;SHEET f0�GIAZING Dk�A14S. ' " --� - ? 23 ,. r�;: c.��''�$ 8c'GLA§S.OPTIONS`APPUCAHLE 7U 7NESE TABIES. ;,1� 1 23 n� eoaontaonuoi ' �vrY�§ 3:SFE EI.EVATIONS ON TNiS SHEET FOR VIEW`OF OOOR PANEI, '' ` �� iASS OPTIONS'FOR G AZING bEfAIL 3� : ~ �� OPENING,HfIGHi&WiDTN. , ' ��acc'npiloNs FOR_cIAZING DETAL.�1c ��ASS OP'ilONS:FOR GtA�IN• � Ai �2: � # 3$ 4.7HF LESSER„PRESSllRE'IN ANY,ONE TA6LE�SWIU.CON7ROL;.� '9.ET14N�:9f�i6"`TiIICK:WdiNATED OPT10 1:.9f=16,",'THICK IAMIN!1TER' 9P1J.4N�: 1"IN�CK �•� LAlAINATED � • /S:THE ALL'�WABLE'PRESSURE ON THE'�ODR'ASSEMDLY: , GUSS(1/!�� HT-'ST.J0.090�FASTlAAN GLASS.(t/4 �1{T: STi%OA90 FJISTMAN GlASS,(3/t6o TEMP fX�ERlOR; 3%B"NR 83� iGHEM{CAL'C0:SAF,I.EXI1/4" 11T: S7:) CHEMICAC CO.;SAr"LEX/i%M1".HP:`ST:). SPACE:"3�16 HL'ST./0.090" DUPONT �t�'it�r'rEr�,. „� ALLOWABLE' DESIGN�;PRESSURE , QP➢4N=�;:�9�16"�tNICK tAMINATEO o�44�L2;�f�s';�icii wsiNnT�n: sc%a/ts;'tn:.;sr..iriraiioR) 1 .. , a AS..RESTRICTED BY BUTf Q�%t.�/�'-�:�.l.o.os:ouPorn ciass(aJ.a Hr::sr:%aos°puPotar 1" THICi( I.G IAMINATEO ' � • , � � �8UTlGTE_PVB/,tf4",'HG.:ST,) 8UT[CiTE PVB/1/4".NT:;S?:) GIhSS" 3/76"'7fJAP-EXiEftiOR: 3/S'NR ` . ' ,. � � &.PIVOI' Ii1NGE QUANTIIY) oanbi�.a;'s�is"�tcx tienit�aTEn. S�P�9�;s�is'THlCK,LNAINATED SPA.�E; 3/,�s� �rt:.s�r./o.o90� ouPorrr_� _ ¢ a+ }UNGE, ALLOWA9LE' "GtASS �1,��' Fii:.SLjQ:09 �UPONi �GIASS:�i/4 H7:,�ST.%0,09 DUPONT E3Ui1CITE,W8�3/1,5" HT. ST. INTERIOR) :> •. „ QUM7TRY, PRESSURE ;SG%1/4;'NL.:$T:?., � SG/,1/M1. F(i.:STa.,, .. ...,. . QP_T14d�: 1 TNICK I.G lAM!NATED_ - .- ' , � ,� PER'PANEC +.—FS,� 9PT1�I�';.9f 16'7HICK..V�MINAIE�':.. 0 9�16: 7Fi18K';LAiA1NATED GIASS¢(3/16"�TEMP°EXTERIOR;.3/6'AIR' '%. :� , � c`�', GL'ASS�.(1/4:`HT:ST:'',U:OZ7,` FISTTMN. GLASS;:�1/h-.HT:,ST./0;077� E/ST1MN SPACE�,3/16" F1T.;ST./0.090" fAS7MAN'�=�.r'. =' , .'<^? ' � 3' 70 ,CHEM(GU:'`C0:`SAFI.EX<'CF%1/4" Il.i: SL�) CHEMICAlf;CO: SAfLEX:CP/1/4"''HT. ST,) CHEMICAI CQ.SAFLEX/3/7S" tlT. ST. �; :.,�.��•. •'..ri� • = : 4 , � 90 • . • Qp�Q,�`�;';.9�16"THICK:Ll�ASINATEO 4,NTERIOR) . • ��tr:' °�',.*� m a f�;,3:HIhGES PFR.DQDR:PANEL IS' GIISS:(1/4''.Hl`!ST:/,0.010".Ei1S(tAqN: . 1�r'f� � 1460 E. ONIY':APPLiCAlil,E�SWTH D4QR OPENIN� , . . _ CHEMIGAl.CO:;SAFLIX NP%t%4":HT:'ST.): . - .. . • s��rxo, P%dM1EL HEIGHTs OF 90"`Q,lF_SS � .. � � 5 0+" 13 � � �r � r■s a�e a�r � � � � r � � +� � r � r - —--- �r � +��► rrf r■s a� s � r■■t rr � �r t� a�r rr � r r� � � � � �ri�, ��: � ``'§UBSTRATfs�BY iC17NERS �' .SU6STRATE:'!BY"OTHERS � MRll.. M,YA �RkME'ANCf1oR', - � 'PFR:"FRM�f;�MtCH�R_ ,FRAME'.ANCHOR; . . • - �PER'"Fl�?+1E-:ANCHOR- EXiEftlOR SEE GLAZING OEfNLS' i=� -uncros � � '�QN:SKEET 5 �� flEK�EtEYA7i0NS ;R€QUIREMEt�fS;.TQ£il�` °�P.F�L;ELEI?�tiSQ?SS; • -�' �REQtlIR�P[IS�TA9lE" . O?S:�SHEEC 1 ' ' �N-,SNEt7 1 � � $ t/4"MA7f,. 1I—:1,j4" MAX... � ' �—�StilM��AT�EAGH _ ` ` �:-SHiM>;�'EACN & ' I l�FICHOR. 0 � . :AN R� , CH , ,,. ` . . ..:�/" BY.EA�Ni5$ . �.A�,��. •i;,` � � ' -_:t6C T415, S _ ' ' �_�::: � � . � ' z W ;B6:. , �� 19: iA 2,. `�;, Y� ' . 6A 6B_. 2 �. � .: _ p..c 7:' I � 31 �� :� . :� o" �� _ � 0 zs 8M� ss � �o�� . � � r,.:� f � � � �i�� -� �� ' s�� o�o - � :f � ,. , ar ort�eRs' a ��u� , �. « EXTERIOR . EE GCAIIFIG DEi'AIL& ,EXiERIOR �EE,GIAZING DEGIILS � � �� 'ON'S!#�1'S ^ ' ON"'SHEEC:5 ' "' FRAME:ANCHOR , SU6STRATE BY � SEC�ITQN 1. 'SEG�IOI!I A2 PER.EtELrATiONS QT}iE.RS PER �. , SCALE: .t,2 FUCC � . 'SCACE:�iJ2=fUW ',,'S,'. . ' "fF?hME AttCtiOR . ' :(WfTH'IR-5fJ0%501.'FRAMING) (WITFi I,R-50U/501 FRAMIN�) S��rION B RE(lU1RElAENTS �. � - :SCAI.E;,1j2,FUU. 6 'fh84E"ON S{�EET 1 :� ,., �j��ta�z:_ ; .. . - _ t��;, �` ;..`? `8 z� SyIM�Ai FhC}i. FAAA{E.IUiDTh1- •- SHIM;AT'EACH-- .. .:FRAME.WfDTN �+�y � � , ANGNOR �: . . - - M1CHOtt I . a� 2� � � � :.i7tsy� r., a7.iB � �� .0.�� n ��E • ssioalcrRsviseu �'� ��' FRIIAiE Ai�CNOR . .'.:A ' . ';{yuCHOR - • R , PER%ElE11Ai70N5 ' ., ' , #,; raoeaD:7�S•�tEaF!«ida .�.� tt .. p� ��.No � �� :$�€ 8, ':ELEVATIONS - �9�;ti�qm 3�'i � • . 27 s ,t ��2� +� �,.,,`.� tr` tz,, - .3�5 ,.\� M uctQantra. ,SU�SfRA�TE�E3Y .�. '� \ ' \�,;t��t1o�:i�f�. � a O1HER$,RER ( , ,<< .•, � ,"FRAM£.ANCHOR 58 �56 '# �SUtiSTRATE , .� , '' z � REQ111RF�A�FtTS ' ,,BY`;4TNERS 5,. '`�. � " " ` F S .Tt�a�:E".aH ; ..PeR:' ' �- , . ,SHEEf Y . ;. FRAM� ,/ ' ' ' . = _ �.i'� , �, � r, 52z �EXfER14R ; pN� � � � .E7CCEE4#Oft' � � ` _ ' � RE4E71REMENiSi o , SEAtANTS��,3 _ - ' °7ABLE";ON, SFi�tANT5•"`�38}�� ' ' F. � �`,,,nr' , BY�4THERS:� :�SEE�f3LAZIN(i�D�:TNLS >.SHEET ,1 'BY OTHEltS' SEE'GV�7JNG�DEI"AI •;,,' '•• M r��r:�: `:4N`S41EEi`5: . ' ,.,: `SE�TioN, si�: � < -� , ;S�GTtON;; ��u• � ox.��r,� . � . ;,��,-�t�.� ;:'?�.,�,� �, � . . � SGAIE; t%2 FUIt.�_�:8"s .,. sCALE:,t%2 fU4l�'. � f'��:r��:�`"� 1' 60 D (4YfTH:.{R=500/501 '6RAMING�:dr`,BUTT (WCT{t'IR>50U/SU7 Ffxr11d1NG 8c;`GEAR'HWGE CONOITtON) • �E o�a13 . HINGE';CONDIftON) - .. , �- 6 i . ,., _ ., . . . ___.'_ ----- uwwfl an�. wccm m: i '7 f i"t1NC: 1'/4".h41X. ' •_ x,ny. x.�s SHIM"AT FIICH—'- � FFiAM�'lYID1N:. -- Sf31�t RT.£AGN� FRn1dE 4:l�tTii u o.,c ANCH012.: l4idCNDZ »e ufio�as �., �7'�g SURSTiYAtE.. � BY•OTNEKS�. PER "C'Rh.1+lE�`/*�J�� y�26 ANCHOR" � ' � fRAt�iE� �: �.A�?t£" ON�� , � ' � Pd�CttOR'PE j , s�;ci.t,iiiac-a�ri�ss �'� Et�VA71QN5 1. $t!£F; t � �� .ON"SI1EQ 5 � , 3 �. . � 27 p ' � , ��: . � �`, �.., � - '-.�, ._. ., � FR�.4S� ' � �\ Si1BSTRAiE`HY � , p' ' �. ANGFibR � 57., - 57 QRAMENC}t0 . � t'� ,. . ,.:".., PER , ':: �:,4CI'i � � " R C7 EIEVATlC1NS L � �REQt7iREMETITS. 64 59 58.. " Q. . ' � " �, ' j $ -TABIE",bH : � � - StIEET 1 :./ � �.,.,,�,. . , EXIER;OR SfE.GLA..�tN�� e�iox. a�r,��s ot� � ��s�nta�ns: � °z�,��, :. �.�.� '�="s�arn�rs- a_. BY OTN�RS BY,OTIIE�'cS, .36 SHEET:5 vi SEiT10N r.�. : SECTION ca Q ,z�� •sc,u�:..t/z �uu:`� :scntt..�l2,Fvs.i��. (�7CM IR=500/50! FRIIMING'&':P�'6T (141i1i TRIFAB.<45Q,lq51 ERAMt°!6). o �q�� HCNGE CQNUIT4DN}; � {GEAR:H�i�GE;.Cf)�lOf{IOPI_SHQY�N: 'EOR.Ol`IiEft HINGE CONCf[10NS �� tWPi.ii.F,Sl�s TC1�<�HIS SECTtO;t.`.SEE�3EGTiGtiS t:1 f 6'8c C:iji.}. � cn o ��a� ' 'BOTTOM.RETNIri£R' � ��n�'"' AS�SUQPUEU ' � �� Y1T��-MULClQN Z SEE"-COFfiJIY RiiSSeYl4 FANiC � � � DEVIC�.'MULLIQN" DEf.41L ON Q � SHEEf 8'F!}R C?ETAi! � �. (. � z �q z� 32`. � 106,' �_�' 1�A � c°�, w 10AtOB,. , �� . ;itAi.1�. �r , ¢ ifP �}��, ^.�: ac ca ?... � I � $� �a �� . �� 1�, It�tA�� ACTIY� ��'i � �'� i�� _ . � ... . , . . -{ - � �� x� ��o� S�G710N' .;or•., ' � °ti=sE£;ciaz�rtc. '�crEr�aR? �SEC310N oz.. • - fN2�� sr.a�.e: �/z Fu�.4 ., ��, "�Erwts�oN .sc��:-ti/2�,Futi �°�� , �3� , (APPl1Cf�BLE V/fTH'All LOCK CQNDfT10NS�VlIiH�'7HE :SHEET 5 ;(F;laR'•DETNL;h1pT'S}101YN;.SEE_SECfiON D'1/7) ��,;y,i;: II3'� a ;EXC�RTION":4F GORBlN RUSSWlN.PANEC'AEwtIGE,iIEEg.,�54j. (APPtfCASC£WliH�C4R6lRd RIlSSWIN PANIC pEVtC£.91`Eld,f{54 OAlLY) '`�l � ��z"``,,< � - - _�f ,� � . . F o � "" : n - .. i',,. >—,. �� :Plt4DUF.TR6YfSLR?, '_ y.•.5,�~ ` U °� nra+aplY�FivI3k4kiFiarld3 ,i '_,..'� .,••�y`"U` .. , n11��pj�'�L A� y%11�� 1�! `'ti 4 Tt~ '\ � . . Aai92wri'coNo�L ��r�n � jttr�,;srytl``51 riN ��"` 460 D� •- ... ' , . •, . � ;;`"'• �C'�j'� . s�,x,; conuur"`�, � '�. �' �'3 �r � jr �s r � �r a� �► �r �r �r ar a� �■�r � � �■�r � � a� i � � � � r �■r r � � �� . . . _ .. . �� m� . , , , � �/4"MAX'- _;R, °�`w� 7%4"'M�1X.' SNIM�:AT.,�CH,.. , . .: fJ?AME WIDTH. , SFIIM.IIT�EACIi'�"� FRAME WIDTH.. , �,4NCli0R` � &7 , � � S£E-GLAZWG � �ANCFiOR �.: . .., � "SllQSTRATE",., �y' / DEiAIl.S'ON 3 I ' - - BY:-QTFIERS. - , ° :34 I / �SHFET 5 67 '- PER�''fRNAE � "34,• :ANCFiOR:. . ;'t7 18 ' 'REQWIREMQJTS`.� � , TABI;E"ON 26` � .SFIEET-1 ' . 8 2 g. � , . ^ \ A�NCj{OR � � , -.. ,., „ . . �. . PER FRNAE; ,. .; . __ ; - .';..., . - ELE1/ATIONS, $ 13 /IHCHOR � PER '* � ' ELEVATIONS: �' � ��l�ft, O.SEE'�GIAZING� SUBSTRA"ff 6Y' ._ :�,�t t2, I - OTFIERS'.PERi . S�rjJ� . . DETAILS OH � -FRIhAIE,/WCNOR EXTERIOR _ � BY�`UT8ER5 � 'SNEEf'S `�` ti.-w ; REQUIREMENfS - :' '' p z�o , TQBL6+ON" SE/1fANTS ;SEEGGLNZING;DET, . ;BECTION� E2- , o .�n.�; - sH�r.�� 'ei�-o'ri��ris ':SEGI'10 oN;st1�r;s . --� ��a° _ - N'. Et,' ° ., .. S 1'�,2 Ft1Ll g , a�q�j� �E .,�...., .. � SG1LE: i%2;FUL4�.�,.. (Wf[F��;7RIFA6'45p14St�FRAM�NG) . , o �o � - (VNiFI'1R-SOb/5Ut Ft'Jih{ING)'' ' ' ' � $�r�'w' - � ��•UI� 'TOP"RETAINER� :. � � �v'�io AS;.SUP.PLIED' EXfEftiOR � �$'�z ' . SVIiH,:MU(,UON� ^ z : . . .. . �:,,,Q,�.,,�`' � � �_ �� SEE GIAZING � � � DEfAl1S"ON ' ' . c� �SHEET 5 4.1'4 X,:',1 SCR�WS%I(dT0 HEAD„ Z o^, (. -. ,' 'C) t • . . _ " FRAME:MQABER.REM'�'S tA:.18;OR", zm IXTERIOR ' ' 'O :: ` 2.:MULLI�N,AUY..rLSO��.usEn�WrtiL. 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F�786)3.15-2599 NOTIC.L OF AGCEP'�'ANeE-(I�TQA)'' ;yr�nv:mlrimldnite:edG/irnn'o'mJ . ICnrvnecr Compnny;Inc.. ' " ' """ " SSS Guth'rl�3gc;Conrt• ' No'rcrgss;;GKr300Q2 , • .SCOPE: , � �T7�is;NOA:is;bomg iss�ecd onder'the;9ppliFablc,rules.'nrid:ibgulations goyer�4idg�tLb;;use;�of`constrpction mnteilnls: The;documentntwn submiitcd hns bcen mvtowed and eece�ted by;IvT�atn�Dlde Coimty RER`� �:Pcoduct;ControC.ScaGori to�beaused;in ivllamNDndcConntyaniiotficc;Airas:tivhei`e,'allo � ;Ifn�vnccrCom»anv:Thc.� , I ^ -NOTIC�OF�t1CG�PTANGE:, :�VIbENC�:SLJBI4IIZTED' 'A. D22AWT'�iIGS �. .... . � • 1; jYIA[lU{SCNCC[�S.(IiC dL9Wlilb'8 BRCI SCQl10IISc; 2: �Div�vii�No:1469,-tiiled�"350]RiOutstivingAInminnn�:$torefrontDoors-l+.IYIT Wet Glsized",shecfs:bl ttiinpg6�l3;:of�i3,prepn[ed.:by;W;.;W�,Scfisefer;Engirieeiiiig and Gonsulting,;P:.A.,d"ated�1'1/10/OS tivith the7atesticvlsion`"�1"`iluted:61/3UY1�; -signed,and sculeci6y 1'Vanrc�W;;Sctiaefer,;l?:�E; • 'B. TESTS`� � " �1: Test rep+xts:on: `1)Uriiform$tadc Air Pressar�Test;Lo�ilingper;;F�C�,1'AS.202'=9<I 2);l:urgo 1vlissilc:Iingpct;Tesj,periES�,TAS;201-94, 3):Cyclic Winctl'i�ssurcLoiidiri�pet,FBC;;T�S'2Q3=$4. 9):_Fpxccd.EntryTest,.peiF,BC;2A11,;3:�1,TAS.202 9�, A[ong;Nitf�maiked-up;dratiiings arid;in"stull'titionilieg►�am;oEiiluiriirivai�outs�virig.d"ooe and-ouEs}viog dooic wL�storefrontl;curtain_�ll•:system;;:.prcluired<by,:;Accfl!tegti�ral "festing,,Ige:,TestReports No.'s ATI=.A3743.U1'.-550 � � � � � � � r � � � � � � � � � � � �K»�vnccr.Gom»env..7nc. .�, �... . . .. _ ` 2YOTLCP OF ACCEPTANCI+.: . �...,�... .. ...... ..... ..._. ��VID�N�F SUBMITTED . B. T�JSTS�co��trEn�; 4. Testreports'on:l)UniformStatin;Aii''Piessucc�'es,:LooJinfi�erFBG.,TAS.202:,9�{' . 2)LRrge'141is§ite ImpaofTe§E-`ai1?gG';;TAS;201-9,4."`, r " 3):,Cyctic:Wlrid Pressiire Z oad�ng:per:PBC;;'I'AS 203`=94:. . Along}vitli;marlccii�,up clrawings,andinssatlaf�on;dIagcam°ofalum3nuni outswing:door and,outs�vmg dooi wJ aloxafinrn,pr'epered by'�E�umdan;o=Tesriiig�;I�ebrnutory;.LLC; TesCReportNo�HTI,-G049-0804-1(1,datcd�l0%16/10�signed;andsealedUy,Ymu.J: Abcahnni,P:B: :(S�ifini��eil�ralderprevjo�rslV0�1'No,'�II=0228:04); ;5: �Tc'st repoit's oni 1)Ueiforin'Stat,ic i�.irPiessu'rc TesY;I:oudiii"gpceFB_C:TASs202=94'� ,.- . ,,. � '2};T.urge Missilc Izrijiact_TesbperFliC;,'i'AS.2Q1�94; 3)'Cyciic:Wind,Pre,�,ssure;„L'ondingper.Ffi(rTAS�2Q3-94': 4);Foriced=EatryTest,perFBC241;1;3;2;I;TA$.�U2,94 Along�tivith mnrkci��-up ciriiwirigs tuid irisEullation:iliagrain:bf atniriinpm'outsiving.doo"r �and.optswing,.door w/store&giit,.preparecl.by.`.EirirricAne�,Testiag.'I:ahoratory;LT�(,`; �'1'est Repdits No.'S31TItG�Q99.-02p1=U�1,J'anci'A7'IrC0�i9'=U31Q-08,;iliifcci 07/D'I/,09 und U9/23/,082 both sigded nrid:sculed'by,Viqo,J,:Alimha`m;-p?E: � (Srrbntllled mlrle�prevlons.NOANo.09=0930:11) "' , - 6. Tescregortsoni?1);t�irlriflt't,iiti"on,"Tes�;;pctEf3c;;P1f,S2U2-9�f 2)`TTri'rPorin:S(aiic Aic1'res§ure TesC;Lo¢c7ing�erRT3C'T'AS 2U2=9�. 3};Water'Itesistunce'Cest,per-FJ3C;Tt�S�Q2-94: 4);Tsprgo:Missilc':Jinpuct TesE'per;FB;C;�TAS=?Ol'=94, 5)'Gyotic>Wini1 Pressiiio.T.Aadiiis,per�B��TAS 20�94 6).Foi�ced,Entry,Test;,�e�FBC:2411�3i2:1;;TAS,202-94 �long tiiritli marl:'c'a-up drawings.aqd iris'taUuti'ori'diagrain;of aipminnin.outsiying dooe , arid outs�viiig dddr:.�v/ stbzefcorill.cur`faiii "�vall system;_•pcepaceil>tiy. Hurricarie `icstin� L;aGoratocy,. I;LC,� 'fest,. 12eports, No.'s �TTI�049--1Q05=0G anci, � , , -_ _ . . : HT'I.�-G4�9=01,t1-=OG;,itated"Ql%31%Q7;'snd:U�/17,��l�iougfi�26[06:re5�iectively,,.6otTi sigued,enci�seale3.liy Vinu 7:13bia1inin;P:,$,;.., .. ,(Srr6inill,erl�under pre.YFarrs-NOi1-No:07`.04I6 021; ?. ,TcsErepo�fsop;_;1•);Air`.I�lt�tition;Tcst�,Pcrrx3C��TAS;202=24'• i2):U�ii'ormSiatic:Air,Pressi�e':1�r,�.Loaduig'per`b'I3C.TAS202 94 �3)�Watei-ltesistance,Tesf;_pec FI3C;TAS.�2U2�9%1:. 4)Liir�c'Missile'In]ptlCt�TC§I;�CF`•F13G;T�1S;2g1�4 ,:5).Sina1112is'silelmpti6t x'esCpeiFBG;:1`A3'201�4 �Cyclic'WincTPress�ucI:oadingper:FDC;TA5:2Q3=94 ' 7)`Focced Enti.y:Test,pcc:F$C?:�l];3.;2;1;;�AS;ZQ2-94 Along�vitfi uinrked=up`dra�virigs.i�i"c1`in§ti�Uptiori'dingrant.ofnluminum'outs�vingdoo'r snd ouisWing;door.-tiu!storofront/'-�curtr�in,tivall ,sysEem„�prepnrecil`"by Hu�ricnne 'Testin$;Lnbp�sttory,;:I:LC,'Tcsf R�pb�c.Noi'IiTI,:=GU4�'=�1201 � �� Kewncer Comnanv.Inc. . �T(U'rTCE_OT'AGG�1''1'A1VGE: �VID�NCL�'SUBiVII'CI'EU G. `.GALCULATIONS . 1. Anclioc:vcrificntion calculatious;nad shuctural�anulysis,-compIying?�pitli,.TBC 5'" �a�tian�tioia7;;preparect t�y'�W:;W.;Scliaefec;�rigiiieeri�&�&'�Cous,iiltiug;'P:A;dated OS%19%1'�;sigiied;and'seateii by Wareen 1Vc Scliaefei;:E:B:. • • 2:. :Gomplics�`v�t1�A3'T11��k340==D�i/A9 � ' . D. QUAI:IT.Y ASSU[2AiVCI. 1. Miami=Dude Depflrtment'ofl2egidataq,and Lconomia:Resources(RER): �. MATGRTAL�CLrRTI1�ICATIQNS � 1. Notice-of.Acceptanec'No:11-0624.02"issuedifa:L':I:,UaI'on�-De1�Temqurs.&:Co.,.Tnc; fortheir"Aul'dnt�Sentry Glassm;intcrinycr"ilated;08/25%1:1;�?c�iring ori;01/1�/17'. 2. Tloti�..of Acccptoiicc,No..13=0129:27 issued�ta�:X::Da1?onf'DeNemours-.Ni;Go., 7na for thcir"lluPont 13ut�cite�l PV$ Yntcrl�yc'r.:�,detcd-°09%ld%13, cxpiring oa . - �. 12/11/,16: S:_ NbliceofAcceptiinceNo.i4-U�23.I5:iss`uedto�nstmap;Clicmicril.Conipsiny:(A7A:) for theiT."�at]cx,.CP-�Saflex•and7Snffcx HP�Composita-.Glnss�IntcrlAycrs;�vitEi - P�T Gore",datet1:061d9J1�S,expiring on 12(I1llA::, a., `Tesiieportsori:S)'ASTHID4I2,`C','�Tensite:Test;34Htt$;pnssa1;13:40PSZanci7,20pP5I; 2)ASTM D395B'Compression,�Sef;'22;IiRS;�.witir�.10ti.°G pAssed 24:8"/0,`�30%; � , .. .. ..._ . .,.,: . � .. ., 3)::ASTlvI,p?240`Shoi�e;A•Fiarttness p�ss�d'70A��70L�}�durometer;, 4);AS„T�I.D'l I49 Ozane Iigsi@tance`�1'00$R{AO°F./�20%n,slcain%�100� PPhm:NQ,Cracks;: :. > , • S},ASTIvI D573-HeaC,Re§istaace�2Q fIR/:100'C':possed:. Tcrisile:=1%.<.15%,�Elongation'-3Z'�o=<�40,%,-Hsicdness:G„<'10 � aqd 7PS.I'<:1,OPSI;; , '' �AS7'i�I•�D923 141isrntion�Stauvng.7.dAy's.expos�ue;pnssed.Nonc Migration; � � ` 7)�ASTM D624G Tear TcsE:pa'sseiY 13fipli><I:00 pii;: niong.with,marked-up��diuwings:uad:-installatioa dinaarn'of",neoprene'"s�.wedge,: � sgonge,iind setting block�lig .Tcemco,.in,c:,.pteRarztl by;l3zceT�Polymers,.:LLG '.(A2LA:No:6121:�01);Testi;Report;Nor`FP�672$6;;dated';Q2/TG%09;'.signed;by;,Yo}iu Qu�n, ' (SttGmllferltrnrferprevlons,lY�Oi�'lYo:-lX-0228.04). T. S'I?AT�IYI�iV'J,'S : • • �1:� Statement leiter:o£conformance�,to.and com,_p,liances•tivitb'the,,F73C�S�h�dition. " (2U34);ANSUAAMIlJN�VDV1'DA`lUi/T:S:Z_�,'�„7;And'TBC,2010;;preparedbytiV:�W. ;Scliacker En�inearing.&Constilting;t.P.A,,:il�ited OS/,29l1+3;:signcd:,anii sealcd'liy �VIItCC[l�v,SCHACfGC;�P:B: , � - • ' - � .. , ��_. f P��tlU�'ti':.i`_,c+..;�...,\ � . • JnimeA:-('in;con;P;It: � ' producbCoui'r'oi SecifdnSupervisor ' ;HOA:Na:L4-0602:03 ExjSiroGon:Aatc:_I�tiryary0&;2U17 Apj�iro'v,nt Dstc;,becembcr,2d;201a , 8-�3 ,., _ � . .. . . r � � r � � s � � � � �rr � � ■� � � � r � � � � � � � � � � � � � � � � r i � ICnwnccr:Comnnnv.Inc. NOTICG:OF.ACCEPTANCEe �'VIDL+:NGESUBiVTITT�D I+'. STA'L'�M�1VTS:(cnrii•pvtieDj;: . 2: Statement lettcr of no.;GnanciuY'intcrest:arid'.`indepenclency; prepared'�:by W: W. - Schaefer Bogweering,Bc,�C'onsul(in�;P: 'A._,,,dateii`�02/lU/,l'4'T.sigtictl�.nnd_+seated Uy, Warceu'W:_Sefiaefec,,P.::E;, �L �, - • 3: I:aboratory. .compliance lettet;,for:'I'cst;"It�oi'ts_No.'.s ATI D3741:81�SSQ-1$,, A1'I:D374�.02=550'-X8;' �1'1'I�3741.03�SS0;,18;. ATI-A3741:O�h55Q-18,� ATI=D3931.U5�=8511=58; A'1.�D37dI.48-SSU-18 :ayd �ATI-p37a1:U��J�35U-18, all issued by Aretutcetural'Tesiing, Inc.,:rdeted 04/23G14 respeCtively;,signed'�and. sealecl liy Viru�T.Abirihnin,_B.L':, , �l: Pioposal,issucd;6y:tfic:P'roducC.Coriir'o1;Sectiori;,daied':07/l6/13;signcil4by.Jnime;D. O9SCOR�If:�E: S. Statem�nt lettcr� of"protection; ;pze�partd. b,p, �W. <<'Y: Sciisefer.Engineering & Consulfing;;I'.A.,ilatcit 02/23J12,isstied by'Waiieii'VS!�Scliaefei;,P�E.- (Snbsilffed inulerprevlons�NOA�IVo..11:1013.D3) �6. Swtement:lctter Qf,,confonnance�;ta ;And kcomPlianccs��yi(h,�tlic FJ3C,�2007, aad' ... . - , ,.:; . . .�,. . , . , , ., , TBC-4U14;;p'reparciit.by,-;W;`W: Scha�fer Engineccing;&Consiilting,;P:;A.;;:iinteil" 1.0/06L1.�,signed'snd sested:by Warteri W:Sglinefer,.P.�E:' (SirB"nittJed�ir�r�lerprevior�sN4�1Nb._II�ZlJ,f3,�8) 7. StiueiiieriY lettcr of�ng«firiapc��t.�irifcr`es£;untt;inde}teriderieji,;;pcepa"reil:;tiy.W: W: Schaefer Eb�ineering &'Con'siilfciig;,P.::4:;:;datecl 10%U5t3Y;:s;gped:;and=sealecl,by: Warren W;Sc6aefer,P,�; �(S,rbmflre�t n�rderp,r,e��iorrilVOANo�11-�1013.03)' 8. �abointory,c"oinpliance�'lettcrforTcsCRe�ort;No,;:HTIrG0�f9-OSOd'=10;-issuecl?by Iianicane Test�Labartitory;:LLC; dated-10%2G1201U;�§igned�.an8:sealed':by-�Vinu J.. Abraham,.P.E.. " � (Sribiuftlrit.wiit,e'r�ireyioi�s�ND�;l�a II-0228:04)' ' • 9. Laboratary compliance_Igtter for.'Test�Reporc;,No;,�I'-G7286;.issucd 6y Excel , . ;Polymers,.LLC;(A2lA;No,,Q121.41);..dated.Q71011L009,vtlated��?cbcuer� 1G,�2009�, . ... si�nneii hy,Jolin Quiun., . . (Srrburrffed tnrder-prevlor�NDi1'N,o,.,7,1-(1228i0'4)' , 10. Laboratorp compliAnae, lcttcr�•for�Test�e Rcgocts, iVo;'s,H7`IrG04J-0201'�09:,:and° .,. I�Ti.-GD4�-U310-;Q$;,issped�bj!'EIiuricsii�e;�1'e's�'.°I:ntio'tzitor,yy�LC,,duted�Q7101/2009, both signed and senled by.'Yimi�7:•Abirah'airi;P:�. .� (SnLniiited:ri�tderprevioruNDillVo 0�0930.11); iL I:aboriitory,uddcndum letters for Tg"sl�_;Repocts No':s:��'['�G049-0201-09 pnd , li'Y�:-G049-0310-U8;,isaued::by;T3uiricarte'�'I'est:C.aborat6ry,�:IsC;,,dafeil-02/42%�09,• . nnd OW07/07,.both sigiicd,and.scaleci'by Vinii:J:Abraliam;.P:'E�: `(SuGralltedriitder.�reytor+s:NOOi11Vo:09,,-�093011)� � � ' 12: Laboratory addcriilurii�letter:for Tesl:'12eport;�lo,<�iTL-G049:10U5-0G;'issued by ' Hurricane Tesc LnbarnCory,,_GLC; ilateci:061Q?/07, si�ned:and'.seiiled.';by Vimi�J: �� ` , �Abraham,P..E: . , � � (Sirbmlllnd nutler,previaus-ND11 No:47=0d16 02) ;. "."� ' �" '� . �—:f'liil,..,4'<.�.`:. .• � Jnimc D:Gnscon,l:Bi' , �.Prod'uct Control Sectlan'Supeniior . ' 1`IOANo:la`=0602.93 £�girAtfon Dale;:Felirunry 08;2017- Appropnl Date;'�IacemDci 24�201d. :a�a � , < . I I ' . Kawnccr Cotnnmiv.Inc: NO'IT�'L�OF ACGLPTA1�iCE:E'5�713�NCC'SIIBhii'i"I'�D. ' I?;, &TAT�M�N'�'S(coyTi��cgr:oj: � '13:� LnUoratory coritpliaiicc;lstter:.for.�esG Repoits�No's HTI:=G0�9-Y005-OG ar.d , IITI:-GI149=Q111=06, i�sucd fiy Hu}rtcanc.Test.I:�bocstory,;LLC;��dafed Ul/3l/(?7,. , . arid 01/20LO5;lioth:sigaeil.�iidscateii-6y'Jiiiu J;Aliralia�rii;P:,�:�. : (Sr�bntiffed i�rider;�reviatislVOfl'Na."07;-0,416'QZ)� � I4. Laboratory.•complisnce letter.for.':Tes#Repart No..,�iTIrG049-1201=Q5�issucd,iip ` � _ �Fluriicaiic Tcst.;LSbocAtory;,"L[:C;ilateii�,Ul/29106,,si�icd'iiad�;sealcci:,:6y:Vinu.J: � Abraham,P.fi: ,. ' (Si�b»ritletl un�ler.pr,ey,lorrs NOA1Va,.06=0803i05)'. �G. 01'HGRS ' 1. Nolice af Acccptapce:No.11-�IOx3.03;.issned�to Ka�vuegr:.Company,,,[hc.,!ferctheir . ... .., ..,� ,.� Series"�50IIt Ontsi'vfug:Wet Glnzefl�Aluuifn'um:Sto"refrdnt Dour:'-:I',.iVl:i.';�ppcoccd os 03%1'S(12 and expiririg.pn 02/OSl17. .' ., " �,.`"�i.��{ii. r�'=k:`. '" ", Jdfmc Di,Gu'scdn,N:E:. � ProdiicPContr4f Seclton Suhervisor . ' ,HOA'No:�I-0-06U2.03 ' xr,pirattou Date:'s Fctiruury:a8;2017 ilppi'ovaLlTAte:..Dcccht�cr 2�l�401�t �_5 , ,.._ - - _ _ _ _ � _ _ _ � _ _ _ _ _ - � _ � � � � � � ! � � � � � � � � � � � � ,�. �:,� ar��. .1AAX. f`RAME WI�TH=:PANEL,OAENING + 5" MAx;,.FRAlAE�:WIDTH,=._ CORNER & FRAME END CONS'fRUCTION: +u�• �.•S SEE'PRESSURE'_TABLES;OAISFIEEi,.S": �PANEL'':OPENING.t;5": HFJ1D•IS'SQU/UtE CIJT, BUiTEO'70 SIQE, FhSTENED P`0;.:� Wi,oh,o FDR.MA?(IMllM'PANEL:ORENINGe141DiH '"" ,�. . SEE�PRES$VRE'TABLES: ,W(T}{7HREE.(3) N0. 12 X 1"'S.S.,PNTFS. '� ;ON.SNEET.S;FOR.,MA)G'... 'fiiSiENERS_;THR�UGN.THE'SIDE lAE618ER TNTO THE � 6•"' 1925'_; 19:25". 19.25"_.�19:25'.. . .` .. :6` �c ��`�t �. - �: � �� - �.,�- ,�-- ;� � �PATJEI;OFE]ViNG.'�W1DTN ;:HEAO;2dEMBER SCREW SPUNES dc SEhLED V7(iH s 5�s ;poOA~ --. , _SfE.CORNER: .A1. -A2:. G1..G2._, SlUC4NE., n_ ,na. cti cz. �,� cot�sreucnoN: ,.: � �. . � � �� DESCRIPIIDNS , .s, 9 g EB�'H�lLoRN�� FA `45.4/�ISTfRi1MEl- 6� ' .� .9.�.'9:,': . '� ON�aHIS'SHEET 6": L 1� , HEAD'.IS"SQUARE'CUT, BUTTEU'T0.SII3E. SECURED , .. MAX.' " .' I.' ''�' ' `t'�2b�'-st'� '-B �"WIfH SHEJUt,,DLQCK;REM� 16 (SEE:SECTION-G/5;'k o . -. � ,. . ,,...... , . � . 6"MAX; �M�B):&�:SFALED_V71TH StLICONE g - 6"MA)C,. ;�{E,=$1[L�CORNER� SILL_IS;.SQUARE;C,UT,.BUiTED� 9 � . . . -. ,.; ., . = . - � :.'�, : � . . I j l� _ ' . . M ' CONWTi NS'(�R / ' � � T�:SIOE.,SECURED'70.`.THE''SIDE AIEMBER USING,A "� � � �f CK-', , ._ r � C � ' %/. C ,'. E ;� p OT;�/SSEM84Y OR 5fEEl CUP,"FASTENED':WfTii. � � �� ir � '8'.,- -' l �. .6 � Et � � � C1, -' 7HREE. 3 NOi'.;CALL£D: ();iJO: t2=24 X 3/8"FHFA.4'AT.TNE.FRAM � g� C2 - .C2:` , ; ;_� - . -,.� 6 . & 1Vl0(2).N�. 12-2A';X..3/8"FHMS'AT TNE StLL: �t� �1�� g � , D . � .g , � O1R/SFECIFlED.IN ��. ,.EZ:�. : � ,C2� ' 6c.SEALED�VlI1H'.SIUCONE 7NE4ELEVATIONS:" �, . � s � �W � � , � ��, , �` " • S�E,PRESSURE� .;g� '. D60R PnNEL CORNERS:VERTICN.S[1LES,RUN �..p o' ,. ' D2 , : ;7. . �. '�. . � �, .� 7IIROUGH.AND AR� SECUREO TO 7HE RNIS AT'TIIE' x r o'"C4'. � 7�, { C4.,. , TABLE$`"ON.'SNEET D a. W. 5 &PARTS:UST �.= Gj .� 7 '.' 'fOP dc 60TfOM WITN 1/4"TNICK:EXTRUDEO � z �`,' 38.13/1S` ,Fj` �.� �" r ON SHEET'13�FOR ni = o C4 . CW�NNELS: EACH CHNJN0. IS FASTENEO T0 THE � ",F,�� !AA)(. D.LO: g; --g.:, ` � Alt,COCK';DBTIONS:,� 'z� "7' STILE'k RAIL WRH 7/4-20 X 3/4" PHMS& 3/16' N °J'. � � � 38 43%16"-: � YHlCK SfEE'Z NUT PLATES.THE INTERSECTION.Of � ti�,v � �'a' '"=______ , '' 1`�,3�8" � :" , EACH�CORIJER,JOlNT WPS'.WELDED.V1fTH A i.2- DIA. o . z rn o �r MAX:`"D.{.:0, �.� O � •�; �M. 1YP. FRAME M(CHORS , o 'Q' - �; : �`' �� tO =____.�- - ' 1"4..3/8" PLUG WEID'.ANO.•A � $ ,� �+ �� WHERE�SHOWN.SEE ' ' � `:0:�:, �'M c �/ M�� 1 1%ES."�,LONG',FICLET'WE'LD-A7 BOTH WEBS'OF THE �w u�i � °-"� � TYf'. FRltlAE"ANGiORS, � � �Q° "FRAME ANCHOR, �� ,��- '� a � WHERE,SHOWN,<SEE. O,G: ��," o �o�4'� � � RE�UIREMENTS TABLE" MIDRAIL FNpS'SECURED TO THE VERI7CAL RA[LS ,�+,� 8�a �' w o �� $, " "F.RAME'�ANCFlOR � � WIRH'4`EACH 1 1/8"IONG:FlLLEf WELOS- cr �r�oo �- 'ON;TlI1S�SHEEf;FOR, ' " AT.HEAD�;de'.SILL, o o RE4UIREMENTS..TABlE" � G3��^ : RE401RElAENiS.:. ,., ' � ' :CIUSTER . ON:7H�S;SHEELt''f.OR`. � o� e„ .� � / �-: :; ANCFi4RS;AS RERUIREMENT& ' . �`�o , g , _ . ,, ,$HUWM;AT � •�in z � �1�nNc;snt� �,6.,,;"" ' ;ALLOWABLE DE5lGN PRESSURE ?, � � �' ENDS SPACEO,3� , � ' 16d:�hlAX:.; t -- �. • __ nruiT'c�usrER: ,6. �. SEE SHEET- 5 �: � , ' -f+� ;6'ANCHORS 1'iITH _ " � :ANCF1bB:lYf?E A: �-T' . .(�) THESE.DOORS ARE�NOT:MPROVEO c�. 7 1%2" i9" . . 19' 19'� 19" .. 7�1/2."., y -�--�--- --1- --} . �-.� -�-'- .CLUSTER.''S: FOR.USE Yh1ERE'WATER INFlLiRATI�N m MAX, MAX. MAX: MA%.. AdA�G lAAX: ;ANCH6RS WITH .. 7'i;(2', 19" . , 19" � ��2� RESISTAWCfi:IS;REQUIREO-f3Y'THE �� . AIRY„ �(�-ldpXc�`M1tZf;'� A4V(. � +o „ FXTERIOR ELEVATION:..DOUBL'E�. OOR YVITH':STQRE. ANCHOR;tv�s.s; 40 000rt UNLESS UHITS l+RE INSTALLED . FRONT FRAMIIJG'�8c 'STANpARD 'INSTIILLATIOK, �a�yctioRF`E' �s: ER,�R El.EVATION:��SINGLE b00R :WI'fH STOR� uNR& n�aa�Fn i+�E DESIGNEO.`'TOE a� �� C �NT FRAMING &' STANDARD�INSTALLATION o � ��x ,SCAIE 1/2» = 1,-0" �- Np7.,-qpP��g�: ACCEPT VJATER INFlLTRATION. UN(15 �ja� � (APPLICl�81.E•'.WR}I.ALL,HINGE IYPES) :'AT.HE{�D,k$ILLf. `��::.,1/Y__. 7'-0.` �.� (AFPUCADLE i'lfTH ALL<HINCE IYPES) �,p Qn RS IPROTEC�TED BY A CANOPY �� ' GENERAL.'ND'fES: _ ,. . .. ` . � � JH� . �� . � � ��1: lllESE.WOR;SYSIEMS.Fi�BE 8fEN71ES1ED;,NULYZE�dt:MPROY',O;FOft:DFS.'G�N`PRFSSU9ES' 'OVER J'- . N6T'TO.FXCEEO�i1tOSf:51t07R�W 1NE AL10Yf/9LE D�fiN'PRfSWRE TABt�(S); . ..,,.- .. . _.. � "pROPER�Y:O£5lGHED'.&:WSULtFO,�io�, FRAME ANCHOR REpllIREMENTS�=TABLE. � �" . �" _ - C'�CH�AP.TER�24. - y�.�� ,. 1wws�.vnxo.wnoe-to n�e s�auc�uac MOREHTNWW i)0 PTER f8 z.:ovQmxs:;aurl0ec�a=BUputtc rnsm+�s'sast of ,. ... . . . . .. 2 � .. , - $_. �. Au.iwro�s,we:�-r,�sr�u�ns.s�ue ee w�ccoRn+i+c�wm��'rMEse.oa�woecs�a sxuL�Not. ,. :FRAM E dt'.Slll:.ANCH OR S':.. a YMt�J1NlfSS SP£GIFIGI.LY.'6�MlQYEO�ON:Tt1E WNWtNGS�.�SYfC4flE0"ANCFIOR:QIOEO.:TOiWSE. - . . , y � w��rexai sttut.`BE BErO,vn,v�NL nN5t1'OR stUct0.� . ��4R �. OPENING'.7Y�E JAMB'TD'O,PENING, � MINIAIUM lAINIMUh! r��8��?� � 'fYPE�"' '(SUBSfRA 'FASTENER tYPE ;.EA18ED, EOCE'DiST.'n�4��','� $'�� 'i:::1HE DEiMSih'SPCdFiG1T�HS SIIOWN FERQN�REPRESEtR111E'PROOUCtS.�TESIED�Ir � . , q�phpp�� ' PINIPOSED.FORNR.,R6�ACT,COCUC&UNttORFt;SfATIC'AtlY�PRE55URE'7E.�"ONC`.?!'.CONf0.4LANCG� . �'� 2X,:�VIOOD,FRnME;OR�BUCK• y � . .,, wrtx mE noaa�.eunowo:C�e am?oaus:tas-wi:zoz_k:2w ra4:ur��ussuE wract ,A �_ _ "NDr 1!i:;S1d5;.SCREVI. �1 Y/4". 3%�F" �0�"Q"` r. . O ;� a 000xx. ".(M1N:�.GR:':3'dc.C-0.55s �' !r i 6:��DIESEDOOft`.S15fEUS.}t4VEpEEH DfStCNCU�RI,A0C08UAFlCEPlIM�NNlsEEip1HE�, ,,. .. Ify� .'7•Sn•��'.t•_` • ��Y�` '4^�'7�,�`,, z � MIN.'"16;GA,.:50'KS�' (� N0.'12:;Sq:F". Ntlun }deRah:eCon�rol - r; o N xEnwecu¢ers.a�n�erimaon-mesmx.cooE'(�'u�u�niFaai,vttocltr.Nurui�v�e :B FULt 1%2^ ,� . . MN6�.�tMIn.� - .METAL'SR1D:. �OWLI TAPPING�SCRE57 . . ..��:�L` � � . B: �+Phcf sriviTERs'ME tmT i�nrtFA'tymt SHE�oobRs �, ' MIN:.'0.22"TFIlCiC- t� ; .t%4-20'G' CREIV , . � z T. -At1'N:ptoRs S£WwRG;nooR FR�WE.M�PRESSURE 7RFqTEo�6UCxS OR WooD.Fw�uWc� . (436.STEEL DPoLL" hPP.IN tS : 'FULL .1/2' � - � .• 3Li TD SIV1L'BE CMABLE'OF�RESt5pN6 CO1UtOSt0.Y CAUSED;BY`TtIE%PRElSIIRE,TRfAlIN6 Cl1DlNJSS;IN�� . a ntE.�rroop. D ;MIN.:3000�P:S.L CONCRETE tU'1"4 CONCRET6'SCREW° '9,.3 4". +2 1',2" - ' . .. � &i'nEtEHwt+[n1E v�rF1E'&NEc�INE�uEscN laas.7o'USE�9ttEN�RErEREHtWc'itt6E . E ld1N:G9U,;CbNCRETE FILLEO BLOCK"'(0'1 4'-CONCRETE'SCREW :'1�'1'2• ,2 1f2' - - - ' - ' aocu�cMs�v aacaxawce:�mri me crnr�axeto:coo��u+o.cuvmHuea:wn�n,veeoutt:,ma. /" , � ' . .�,Iu.LaD G1cutAnQxS-R�-rCCaRO,V�'CE'Vr�tl tNE:FlOR�OA-BIntDRt6'WOE.':A DiRECilO�uutt F , CUKiNN,.P/ALL '�' 1/!i=20'�:SECF � ,�� ' � ' _- � , '. , „� a FAcmn or'xai•aes ear ec'u�vuEv vot nf[�sct-�,sLwoum. : • DRn.L/.i'APPINC�SCREVJ I2� • • •'Y': am �9�...NO,Pt7iFASE�IN 71lDN�BtE'StRESS-H,�S BEEN;USED W:1HE;CERStAChtiO4.AF7H1S � , . %,'', u. n. Ht. PROWCL,.MND,LQID:W'UiIOq,FAC10R-_Cd:�'t.6'NAS'VSfD�FQR.Vf0U0:SC7tfl7ANA1.YSIS,OTiLY.�(O;GONCRExE,,SCREWS�SHAI.LBE�.ELCO.'UlTitliCONS (C.S.; ELCO�EfE-FLEX'(S.S: OR �,,r`�� t��,^ 460 �E LEX .fQ1.lA41Efl1A15,'Wq.UaWGEUf:N01.Ulat1ED-TOSfEEI'SCREY,'S.•TFLIT�.COkEIMQ:fbxfACT,�15ttN ,FAITI:KIYIK^COW.�I�,.�C:S��R$:5.1., � ,.. , `�rdtl�f,tkl`` ` . SHEETNO.. . OiH£R�qSStl111AR�UATERWS�S}W.L1IFEf:illEtiEplliRFYQJIS:Of.-�fLORNA:BUIIdA'C�C4DE.��' - ' GF ,�.3 atu�tER Zo.. t�;SElf"QRIWNG:dt;Sk1.F-TAPAlNG',SCREWS SHAU:8E ldlN.;GRADE�S'CORROSION.RESISiM7L.STEFl " � � �� ••'�—•—._� D:AMN fM O'ilKm 6'R — fAAX.:FRAME HiUTI� � """ "`� � i�f�NEL'QPE3JlNO, `�oi.» °'ti%tolns =-1MX. ERAME'V41DTy'= Pr1t+EL'SrPEtJING.F i?3�s�^; , r 1 3%4" ' " ' SE£.FrZESSi1RE TABCES � SEE-PRESSUFE,ThBLS ON SHE�T"5;- � •O1V'.SFiF.Ef-�a FOR fOR rlAhXIMI:AI'P��NEL OPfN�N�'!�Y�D7H' � A1Ai(tMUM�F?hNEL ffi CQENIyG=�QTH 6' 18.5� 18.5.."� 18.5�' 1R5" 6� S[E.CORNER', 6• 18" __ 6" MAX. MAX: lAAX: � MAX:." MAX, ' 'F�AX:: CONSTRUCqON MAX.-' 7,.G2 MA1(. , �MNC., � Gt G2�'� �; .. ..,r � � DESCRiPTIONS �g: :g..� i 9. s ON SHEEf 1 �_ -�. 6,.�_ � _ S"MA)( � ��t�— 4 ,o ..ae a � / �j:, .H�.E^ :� 1 J, \�� H. H, / %I`� : � . ,9' / � �:9. , s � 9 9 / � � : ' � D �; � � ,� � � �. � , � � o o '.D2 p z J N x x o � •:7.' � co `" � . >. , lK � CS 1—N w, � � zarn �- �, �z. :58 1:5%.16" �. �,o � a- 38,13/16" ft '.f2 �': � � ;p .�: 1JIiJ(.."D.1.0: I � �vr�i+� ;.�• � IAAX. D.LO:' �8 '8- n, �-1_ o� `°� -------= 14 3%B" '�' `o -_=__=_— tA'�/B" o �o�'rn � I'�. \ -- --- . �' Gi \ � 7YP. FRAME�MlCNORS o : � .f MA)f: � n ° TYP::FRAME.'MCHORS 0_ �j P�y,�v 'v �' M WHERE:SIiOWN. SEE � : O:C: ° .a � VIHERE SHOWN� SE[ a Zi o ` :... M � co' "F$Alw1E,ANCNQR / � n K "FIti1)�4E,AttCHOR � � �"c�i� � �' .REQUI$F�IENTS.�fABIE"'I , � o;, �n REpU1REME�1�5�fA9lE" �o Q'` c ' ON'SHEEf 'I' FOR j o I ON:SHEET 1�FOR = �+nz ;REQUIftEMENiS:;. _ ✓� . I REOUIRF.MENTS. � � :g. . ., � % ! �B � � � 6 � -/ . -�I-� -- - _1 � _ �.,: � - � � _ 8w;� 6" MAX,� z _ _ - . . ---- _ . Zo . � . �� ' �� ` � � i„ _ .�. �s- .�is' , '� _ 7�:i z' i i%s�� f Ys• �{ i�� 7 �/. o� �� 19" 19. . �J /. I— 71 2° L � z � - �.��M/J:.� A�Nf: � F!.A)C. I I �c� �-- _ �AX: � I .MIUC;'�MAX.��• �MN(. I � MAX;�, MN(.. - _ A , � � o �� • . . d ,.AT'HEAD'do,;51LL,.Ci.USiER MtC40RS;.AS-SHOWN�AT EXTERIOf2 :EL:EVATION; ,�;�+ �a �. F�XTERIOR 'ELEVATION` , MEEf1N6'SiILE,ENDS SPACED,3"t+�nitTT. ciusiert;'s• ��LE"p00R' WiTH STANDARD" o_ � DOUBLE.DOOR WffH S7ANDARGI' .'nNcHo�s.WRti:nrdcftoR.rr�:A; ctusr�,� ��_ " FRAMING &-STANClARa'�WSTALLATION, '�eHORs:.wmi.:nNCHOR'rr�es e;,.c, q-ae F FRAM(NG' &" STANDARD IiJSTAILATION, �� F� � . _. 'sct�: i%z'":= 1'=0� (nricNo�.E"�IS:A0T APPLlCAELE AT'HEAD &.SICL). SCALE: 9�2°'� �'-o° �Z$�� (pppIJCABI.E'�.WITH'-AIL;HINGE'aiYPES)' IAPPUCABCE.WfIt1,ALL F11NGE lYF!ES) �3S � �3� .,;,�ir�ilj� ti�'�t.r". P ti;.,�''}i � d ;ALLOWABLE`'DESIG,N'.'PRESSURE _ -.- SEE .SHEET�;S -- f��•__ F N �o - -� 'F � , � 3�.f �YAODUCYItGVfS�'� :; '..+ •. �J'`.•" c�. �, e'Baiylyirt�itiitliSoF�oitda ".,�' , , ,,•��"�' � ' IlvildlnRCode ^� '%'�..c".�i ��rv` ,._i� . ... ,. . AoccP4vtyoT?o "�-� � a Cl `r�f,1 +it�t n : . , ;6 �to' �1 {�� . 1460� E� -ii - : • sx�r nro. • .. „ ' ' ;,{,t�' eitnduccCorm�n�, � 2 �' 13 � _ _ _ � _ i _ _ � _ _ _ � _ _ _ _ _ � � � � � � � � � � i � � � � � � � � - - ��: a�� . . - .;rau.' .+as ., . . Ai,':p2 _�',.��: hl'.A2 G7 G2 .°;a� -+poNs TOP NINGE ` "6r'.=6 :3:','.3.'. .', •g , g 'g ;g � _ . .. � El �. a . - .6".MW(. `H s9 �- ` E2. . �- � �; � EQUAL pMERItiEDIAIE �= j' ' ... ..��! ` �� I�. � � 6.. , �j\ . oP H. . � CENfER � G�' � QUTER':fRPb1E � 9' ' _ `SCREWS.:NOT � � 3• � w `� REQUIR£Q:AT; . 3" �, - 5» "X"'==DDOR`, � _ HINGE:.CQCAl10jJ$, ` .,5' HINGE CENTER. ai ' NlNGE;CENTER: � PAFIEUiEIG}IT%2:o - N1HEN`:d�R;. �� 5• � "- l6.(:19j32).'� _ '/REQUlRfD;;,DEStGN- ;. ' . �":3" �' 3� '$ ` �14 3�p 38 13Ji6" Q, ;r.� '� 'PRESSUR£.'I$:' � ;Ct.:' '� IMERMEDWTE „� ''6 � ;f'-7,0`PSF OR 6. � �:, FRAME SCREIYS L I�, . MAX..'D.LO. � ;� ',C3' .lESS.�' �3.` O.Ci, - WHERE:SHOWN P� ' AT 80TH;SlDES HINGE � �•, ' 'l� r , '"r— _" —__ — OE'HINGE o CENTER N`i' . C4 G . FRAME, o • y�' . CENTER. SEE °' EQUAf." �.. . ,� ° :.7 3• ySCREWS,, _ ' 3- ;Y.a ,:Xa a � ' .. sa ,WNERE; .;./. 5* ."fRi+ME 1 - ,�„5;��4• "�,_,. HINGE CENfER.. -' -.. - 5» SHOWN,AT. HINGE CENTHR 5. ANCHOR � oNc ci�-a :FRAME,SCREIYS'WNERE`SFiOWN ' / LQCli„SIDE. / REQt11REMENTS, Q z�g 'AT lTOTH SIDES UF`HIyGE '3� .SEE'"FRdlAE 3� TABI.E' ON o � BOTTOM fi1NGE . T� / � � �v:n�. = :CEN'fER:�SEE•''FHAIAE':/UdCHOR nNCHOR: SHEET t,FOR ` ' � REQUIREMEP7T5, ��' REQUIREMENTS. � � � . ,:e' 'REQUIi2EMENTS.`TABLE"�ON SHEEP /. . /� N4TE: QUTER o �o�c;y .f1 . , . / IE"',ON •6. �E �E - .6� :t',-FOR".REQUIR£MENTS: / . �I� Sr9HplIIpg� � . . . �• ,.HEEC'it �^ ERA1.IE;SCRElYS +�, S�;v�'v ' , _. . . . . :PIVOT'�HINGE - " ' �` tt�M�'ts .;� 'F I OCATiON �DIAGRA�AS . ... ,_. �Qi� .... - . 6.� NOT•REQUIRfD � p��-o o. • AT�MNGE � Gf�� . —r LOCAT10N5 ��n o �; ,fAPPLfCASIE'TO AU..�OORS) . ',. ' : � . , 14FIEN.JQB j' ��`t�r z �EXTERIOR-ELE1IATtON:- EXTERIOR' EI.EVAl'10�1: REOUIRED• Z. _ -6�/��_ s..3/ts" .;� `ppUBL DOOR:'WITH ` TERNATE� JNGLE`DOOR WITH.ALTERNATE °��N� � � A�._. RRESSURB IS �' INSTAUATION. CONDITION jySTALLATION- GONDITION , +/-�o psF �' � - <""sci;�:E::��%2. � �.-a� scAtE:��2•.= i•=o" �,oR.�Ess.& � c� � /,• , - BUTT - E3ULf' ` '' � (APPUCA9LE='.WITH 9UTf dc RNOT 81NfiE�000R5-ONix),' (!1??LJCABLE.WiTH BUTf!c ?IVOT HINGE DOORS ONU� ;PANELS W1VE, , 3 �m . ' HINGE HIN.GE' (FOR.DOOR',t1EfNL:&.HARQWARE_'NOT SH�WN,.:SEE� (FOR'DOOR OEfNL k HhRDWARE N0T SH05YN„SEE "4 F��'Ga. o z� ,CENTER CENiER< EQUAL• h-y. �t.EVATIONS'ON'SNEET$;"1'dc,2), � ' ELEVATIONS ON.�SHEEiS 1,dc 2} �� + �' i ELEVA710N SHOS7N�WITFI�'STANOARO FF2AMING. �,,.,� � �. �EQUAL BUTT. Wx: (ELENATION�:SHQ14N.4JRF1,'STAhiDARD;,FRA6iIN�._ ( o.� �� G�'=f HINGE.. �, Sf�ORffRUNT,FRAfdING AtSO ARPUE$) STOREFRONT"FRAM�NG•pLSO APPLIES) � a� CENTER� p, , � ;. � � ALL''OWABLE`OESIGN P.RESSURE z � -su?r_. , �� F��"; . °�' HINGE.; EQUAL �; SEE SHEET �5 ' �" o. CENTER. B c: . � - � ,�:�� $ H�NGE'` ' �: 3� a. CENJER �3^� .2 EQUAI � - ````��iii�i�;�,'�4 � d °�' EQt1A1:, �, : ! �,�r f''f N o: BUTT, BUTf � • . ., 'F `� HINGE' HINGE � _ '`� •r' � �.�` � a CEN7ER CEB'TfR � ' WK � :9 3/4' � 9:3%4" - - - � _ � 3 Fi1NGE-� , 4 HINGE . rrtondCris"s�nsi�� ~�..;;��`..;.. ,..�'"c:�� u�vt'r��inai�wia�. ''- ;e�tcroacoao '', , �, � �. . �!! � . . . . • � '?;r a P? ,, - 'AoaproncoNo �•O �i� o. N . ��flll11111�. 1 I �F , ;*. .. .,. ,, _ . Zo1. 1460 E I'LOCAl10N �DIAGRAMS � � . � i •t; -, s�r Na • � -• " (APPUCABLETO�ALI.i000RS) ' ..:. - ... A eroauaconua , ' -• 3 a� �3, . --- -�. - - . ., .. ae�vu�dr, waHto m� ALLaNlABIE .DESSGN PRESStfRE � :.ALC,AWABLE.DESIGN. i?ftESSUR6 � opoa.�rr�� -•`"` � ""s ,�., aooR Pnri�.opEu;ra�._ti�sr,�i "°;.N °`�5wr� �AS :RESTRICTED 8Y Gl�i'�S?8i-.GI:AZING}. AS R�STQICTED;:SY MUL71-P�1NT oP�tNc,,vr�mH �.�:.: . °I�� _ � � . � , '.�I.A7CIMUM QQQR PANEL t+�t�ucne�E:�n�P,�?er+e�e nttoWae[e Lt?C1< GONUIl14NS) ' ----- _ '.OPEI3ING YtiaiH - Gt7SiNG' G2ASS, 'Pt�ES5URE � IN.). OE7AIL ' OPi{OIJS (+f=pS�; 'hL1XIk1UM OOOR PANEL.'.I,QCK:CONDTftON; h�GOV7Af3LE ,��F ,f�' � � � OOUBLE SINCI.E OP,ENiNG,'SNIDiH PR£SSURE �' ' .DOOR DOS?ft IN: ._. . . (+/=F'Sf) V . � .. _ � :, j' FQR'�t"RI�E FOR FRALtE 9B' A$ 1 1 & 2 6S � OOUBtE' S�NGtE:' 4'=i' CONDtTH}NS. CUNQiTtPNS: UOOR ' �DOR SEE.EI.EYATIONS SEE EL�IIATI�NS, :96 A8 2 t,=2, 3 dt-5. 7p " �' � 96 %f8, t � 7� •z :9G h8 2 &3 4 dt.;8- 90' 84 �' %t2 1 9�' �s 96 4$ 3 7 di.=8 60 .. . �o -- -- - -__ � `�6, d6 2 '90': ---_ --- 84 .!l2 1' 3 8c.4 ;90_. .� _ l.QCK;:�9N4iT12N:1:: ^ � /.' _�� ` d AC3NE<,DOOt�$EE:�tEl:S;'�39 ON..StiEET 13 FpR tOCK � r ; Ati�OWABLE DESIGN :PRESSURE REqutRE�s��is- ` « (AS RES7RlCTEp .B1f:PAi�iIC D�1tICE Lt7C1C 'CQNDI7'1�N5) ir�icr�ie:�D60R:;-SEf tTEkA �49 qN.SNEET 13 FOR ( o �.ocx;<�EQu�it�taa�s .� i�` / ' !i '. �}:illkS Dt7,QR,PANEL PANIC�DEYtCE Atlt}SYr18CE 1 OE�NING WiDTN ' PRESSURE ��-K`.��.i'L�i��.. --s. _ + =PS, ��tIVE.;D00ft SEE`ITEM {j4.1 ON�SHEE7 13 FOR',LOGK� � ti�,N �IN;) � ��_�_,.� REQUIREMINTS -. . . .. . o ��'� DOtlBtE StNGLE` 1t.11Ct1YE'DdOt2:SEE ITEM �42 ON'SHEE7 13 FOft o o��. DOtSg:, OOOR CGBKtiE2�QUIRES�ENtS, _� �"M� '9&; 48 SARGEh4 AD840Q ;70 rz d�u ,n o �S�'�o, •96:� �8 ADAMS RRE*G88 '7U � c�i=�v SEE-G(ASS SEE GV�SS� 5EE GUSS' v, i 9fi` 48 C,RURRE 8100. 70:, Z flPiION:flEl17W 28. ', OPTtf�N�"$EL4}1Y QF770H BECQ:`t � �o 0 � � . �„".: .��--��`� , ��_.-� � �� 96' 48 VON DUpRIN'HN99�17 65" ,24A',.:�,'. ,TRr.5M�C05 OP. .208 . ;; 33 20 3� � ��;� 9fi 48 :7AG$SON`24'B6 �9fl' P12�GViZF S§G; ' '� �' ' z Bd, rt2 KhWNEER.:4S8& :9b --�' ' �' �( � '3/h�MIN.:;�RE �t. 3/4" l.SIl1: BITE - :! , 21 3/i',�!itt. BTE� 2: j � 96 48 , .70: • ' ' .� - : . �, � 96` 48 PANfiUNE GR-�3C1 7U , �'''. � . . I?�J, � �„� ra 2 96 48 SMGENT 8440 . ,65, 29 3 z ��. 96 ", 98 CORBIN RUSSllIN E0524C1S(A), �50 ��T�OR �� EXTERIOR �pn 306 �'� za� � 72 38 FALtX)N Nfl569Q` 'G5: -- - . � �i�-7, ", S9, BAfiB 7, .. 89, 6A68 7 . " G4. �" ��,� PRESSURE TABLE NOTES ALL�TABLES ' `�e e tz ' ' s s � � ' : s. .s iz c�onacrnaws� o � ) •, a��r�s..+�mo�►e� �.� bd :�.<cariomo�as.�aa't�Es�rns«s nfte�-nPPi�te.FiiR,di�: a.". foe,� MOhi4i.17HiC �oi+;oa: MON_ 4�ITHjG ton�oo j.G. GIAZlNGA�a�acae. ,, �. ��, DOORS'TO 7NEIR t+tAXiMU6i FANSL NEIGkiT OF`9.6";... '61�AZiNG":pETAiL 1 !AZING�DE�AI�.'Z 1 tA t i� DEI"AtL.3 oee�t�sc�t�a �� M.� c' � I lA i.1fl. '., .. . . . ,. 11A t 1A � .�.� ��. �, 2 SEE GU1ZlNG:pE?NLS Oh1.7ti1S.SFiEE.7 F0�GtAZIt�G D�?A1LS� � " r, dc'GIASS OPTIONS'APPLICl�Bt.E TO TN£SE TABLES. '12 � `1 2 � 1 23 �� `�'- � ��$ 3..5£E"(Et.ES+ATIdNS ON IHiS�SHEET"FOf?'YIEW�OF O,OOR PANEL '. ''•: +� , rroduacxn+m ,i ..�� OPENING NEiGHi 8c YfIDTH. � &LAfiC OPi1DNS E�1Nl�L�ETlJI 2. C�IAss.4PTtONS E(2B ��A��.G�� '3`$ � 4:7HE LESSER.PRESSl1RE'IN.ANY,ONE TIII3LE'�SFNLL,CONTROL:;. ';Q.L�T19ZL1:'�'.46"..TFIICk'WAINATEO, Qp�Q�];;9 16"'THICK WdINATEU .4PI14�l,_+S�''t"'THICft 1.G LAlAINATED �' . A5'TFIE ALLOVIABLE'PRFSSURE ON TNE DOOR I,SSEFABLY.�; GlA$S(�1/4�HT::ST.%0,.09U�EASTIMN CIIS.S.:(1/1�N7..ST.%O;Q90 Fi�STMAN GIASS.(a/16"TEMP EXTEftIDR; 3/B"NR 83`� iC}{EkfICAl:Gt7:.SRFCEX/tf4" HT: S7} CttEMICAI GO.,SAftEX/S/,4"ffTi'ST:). SPAGE• 3�16" 1iT.'SL(O.Q90"DUPONT ,,i1�'oti��r`r:, ALLOWABLE .DESiGN .PRESSURE ��='s��"i�lctc tn�siNnteo ��r4�1.2:°s�.is`3»tci� wai�'reQ sc/aj�s �. sr:�r�sr��to�} <' � '' �f� a (AS: RESTRICTED BY BUTT �u�_.d?.�!�,.°1n::sr�I0.Q9 OUPONT GLASS (1/4 .�HT,.�ST.J0:09.DUPONf 0 • • 1"THICK LG LAMINATEO � ' , - ' � & PIV{)T NINGE Q►1AN7'IIY+� BUIiGTE;P,Y�,Jt%4,�NT.ST:}.. , , BUTCCITE PVB/t/b".FtT., ST:): GIASS' 3/16"1El+tA,EXTERIOR:.3/8"A1R � . r �'s r f � gffiON•3:'9�j6."`1FItCK't1UdiNATEO' 4PIiQL(:�::9�16�It11CK;.lAMlNATED SPACE: �/76" HT.5T.%4.090"'�Uf'oNT=', �,, .: �:o►, GLASS 1.4 HT..ST."4.d9 t}UPOPti' �GtASS: i 4 F3I:-57. t1.09 OUP4:JT E3UitC17E�Fnl6 3f SS"'FtT,�SS. EHTERIOft}�= ;:+ '• , - � � t��uce ntiawne� (,/. .. ..l. . .. .. (,! .l, .. ..,. .. 1 QUMlTITY PRESSURE' ;:SG,%1/.4 HI.�5L?: , ' SG/1�,4..'.HT,,:5T�;.,. . .. , 9 Q 1 Q.N:.$;. S '1NICK LG.17�MINATED. �` >,� PER.'PANEL �} -P5,: ' 9E'I.l4.d�;,'��.16';TNICK.,LAA�IN/tiTEO;. 9�18; THICK",WAiPIATEO GIASS:{3/16�TEMP'EXTERtf1R;,'3/6`A1R"' '•"•;� �; '° ,�U w �a 7a cuss�{s/g:;.�,�rr. sT."/,o:az�'�n.srr�nN Gt.A55,. 1(h -1i1;.ST%b:07,7"EASTMdW SPACE;':s/�s .tir. s�./o.asa'•�st�'=� �•., -- .:�;� . � �.c�s�s#cns.:ca.:snsc�t<�cP/,/a� Hr,sr,}" cH�Mica��,,co:.safi:ec:,�.cP/fja�^xr.��s�,} st�Eratcat.co.?snfi.�j�/�s"�iz..sr. ,�'�.,,°�• .,_� �;� .. �4' ��;90 • . • '9P�RN.:�:�8�15"'T}IICK��.U�INATF/ISTMAN. INIERIORj, •_ ` • f�'��ra�rtit,''`�� 1,4 ti7� ST/0 D NOTE:3;HINGf$ P_ER D'QOR:'PMJEl: IS C}tEMt�AL;.C4.:.SAft.�X NP.ii%4"}IT:;sr.} 1460 . E. OiiLY�AFE'LICARt,E 5Y1TH (3tkJR OPENlNG > ' - - _ . ' - . - st�r ms. PnNEt.'H�icH�s oe so""�;iess `'` " " � ' ` � ar 13 � � � � � � � � � � � � � � � � � � � � � � � r r � r � � � � r � � � � � � �b� ��: ;,.,..�� .,•,'.`aUBSTRATE„BY:OTtIERS St1BSTRATE':BY'"4TNERS ' MAY. M,VS fRAME'AMGf10R', -. `Pf(2:'FftAAtE�liNCHOR= FRlJ,SE J1NCfi0R< ,, - . " " PER`�fR�+1E AMCHQR. GtA7.1N6 I7ETWlSt �:i -i,n6fas- EXTERtflR . f�EiisEEEYA110i�tS ,,�REQUlREMEt4TS'TAf31:E° E?ER:,ELE'VhIIONS..•'• REQUIE2£MEHi,5i TIsBIE= � 4N'.SHEET 5 , EE _ . � a�,��, QN�� ;, , 1 � ' 4M� ,'`ap �; i �, �-' ...: � . `��ti,M.�� ='�s��:�� — 9Y�.OSHfR3, ` �,� � - - , r. : ., �ANC�i(YR�.. . ., _. '. � 'c.......�--�. AA7CHpR: . y -�.,... . s�ntnNrs" • sE�U�vt's�., ,----r—" A a. �r,pTH�RS ` `� z �tA i5 - ,.. :16C'' � � 5 :63 - -,, c� . . � � 86 c. " .� $ IB . 6A 68 : ,� ;2 . `�;, 6A 6 �:.� � 7, , . . . � 2 s� x ' .i w. :�w 31 � �; 27 ��g a z= �� ZQj�,�� I � .. .�.S Q �pC3•�j•. rh�. � 1.,' � $EAU1t�T�' . , � ��'Q�v, .n \ `f� \ >-= e�r ortm�': � �� . a�io� �ctdziKc oEran.s :�aioR �- - ' E,cu�Hc o�riuts - �` � ��z QN`SHEEf 5 � " ON.SHEfL 5 FRqME,MICHOR .� , z , SECTlON` :nr SEGTK)N � p�.�vn�naxs � suasrRnte.eY � , oltt�sis��st a SCAt� t'j,2 FlF�C , .B +SCAIEi�`i/2 fUll 6 ', . "FRl�ME ANCFiOR � , �{YlfTF{'.IR-Sl3D/501'FftA?AINC) (WITH I�i=500/501 FfiAMtNG) i SEC710N 8 REQUIREUIENIS � � SGAIE;'9f2 fUCI & . 7RBLE"ON SNEET 1 �. * .. � c�t$' SFii i4'A FJ�CFI: -^--:FFtAM�1VIDStI-. _. 1�4" kS/1X.,. $ Z� " , N1CNOR �.. "_ SHiM;AT E1CH FRAb1E'WIDTH o,ey � - � -•: ANCHOR � �T . �,� zc��5 t�- �` .i?18 fi7 18 ` �'� �-��d�. ��; �FWSAlE ANCH4R: � ,:�E fR�strcrRSYism "�M'� � �� Q£R?fLEVATIONS ''� . ��4R� �4: �ioo�pt�wltr�do`oflo"ttQe • �� . ,2 8, •�:E�lAT16N5 , _ :27. 9 ��p�'� �~ f�03 3�� :-= _ �; � SUOSTRATE E3Y ,. \ ,--. \ �Kl�a "vi� "'�iss: ;iS ., , M oeQmtro, Ol}iERSPER .�; ' .... t,r+��ar�tpl�i�J�r �C '� ,"FWt�lE':ANCH4R . 'S8_ " -�' �� iSUBST€tki� � y��` ;y3, r. , ca�t �: :REQU![t€M6PFTS � � � '� �5 . � .'`, � � T!iet�"•,o.N `;:.. ,er';�ERs _ � : q x ,SHEET 1, - _ - '�' P�F'S�. . _ '._ � " r.. K a . EXTERIf1ft "FRMI£ .,i : , z �i ltNGE{6R; : E?CfERIOR » '� �t ` 3 '' ��tE4UIREMENTS", � � �� -` o ' . .`_ -:, SFA[ANiS',-_ . � .. -� SEhtANiS� B.�:�.` - _ :• -,"- '• • n . er o�ii�as: s�:cuziya�n�r . .. , �; . � ..,�,, . r , ., �:s��r s,. .., � sr . "TA6LE" ON, OTHE � "' :SEGTION`. , . , , ',5tI�ET " � �E G1AZ1N�DEfAI, ' `:.t ,,`:;a i-....,,'��,�4� �. � � >SEL'tTON.� :. H-s�':<s " f, ' r�_.. ' . SCh4,�•1',2._6iJU._',,`��+`,, ,5CJ+LE.i%2'fl1LL',� B: .. .� _. �Ff��e'��t�.'i"'�� 1 60 D (WITH,fR=$p0/501"fRl�l.IING'::lFC'BNT (VI(iH'Ift-50U%5U1. FRA,�dING Bt::GfAR'HINCE CQNOITl6N) •,sttgerna, i . HIMGE�CONp1TI0N) -' ,. - ' •- �' � �3 (6 ,1f9"'�MX: : . — orxxxor. aaam.vr. 1%4•,;►MX;, xau xrx SHIM�/�T FACN� �---�FRAME,WIQTH. :SH�FA AS,FACN� ��—°-----FRAtAE 1tilDiH _ w�� t.� �ianorfis nr�cr�oR ' nNCHoii 7718 SUf3STiuTE', . � 4YiQTHERS: r"- , , RER'"F,RAM,E ' �•. ..2G` 74N�NOR�.... " � �RAlhE `.q REQUiREMENT$ 25`. f+NCHOR PE.` - .SE£sGIl1Z{N6;DEFA4ES TAt#LE' bN , � �. E.iEVA710NS',�� 'g.' Oti:�SH. �H�EF t, _.g. �i _� Fs 9 � _ ��/"-�J 5 , .. " "' , : FRAME � �, . 6Y :, .. . � ' �, ~ ANGNOR _.., . � . . 5 SUOS[RATE ��a�»�s �� .. , , , � ... � _ . ..�.; ! , -:: ,:.�:-:.. 'FRAME�ANCfiOR . 60 59 Fe ' �. �: i,:_ , � .. , ,� ��nnor�s . � � � � R�u,��+�rxrs: OOC� -1 TABL�""ON � �' ` _ '� ;S(�EEi' 1: r ' _ ' �j [XT&Ri4R SEE Gl1lZ1Y'2Cs� SE+ttitNTSJ$' :''�, .EXTERlOR. . S�1tANT5' CETWi:S`O�J. I BY OTHERS BY.QT}IERS. :56, SNE£i`':5� o z�m 5EGTION r.s. . SE�TION ca g ��'� � �;:scn�:,a/2�.�vu: � ,. � scni�:.i/2 �ru:�..... : ' � �a� �� {V!!TH 1R-5�U/501 F`SAMIN6'dt'P1VOT' (WITH'TWFAB.45Ur451 FRPIAIFlG}, o. �o�o, HIRGE CONDlTiON) , (G£AR.Hih6E:GONDITfON>SHOWN. 'fORrOTtSER'HENGE:GONOtflUNS � v�rr5•�r� l�PPLiCJIBI.E�'f0,:7EJIS 3ECT(¢N.,S�E SECt1QNS .C1�5'& C3/'7•) a Q +��n. � 601TOM.,REfAINER- " • �: �v;�r' +AS"SL!BPI:IE�. ' g ��.-r'c ti91TFi MUW4N Z P� SEE"CpR6[N RUSSVON PAN1C � � � UEYICE;AlULL10N" DETNL ON � - SHEEf 8"FdR;D£FpI1 - ¢ i z• z. � � x�10A tb8�-.. 32" ..61 , :�S.1A 1,;5� 14E+. '° 1tA r�� .�s �. ,-...\ - _ �� a, � , —� o� ��,�� tNACTIVE . -AGTIV� . (�' INACINE. .qC1NE a� 0.��$� ��3� < , , �, „�y'� z , ' , , J, ;s�< EXfERlOR SECl'ION� u�`.., . _ EXTERIOR' � �Yii ��$ ��s��_-cinzw'c. �C'-� :s�e�ioN. oz.." � �� SGILE:'i f2.'F1lLl, ..`7�,, DEtA1tS'ON" SCAIE::�1 f2�F17t1 ' •7' �3.c�i � (APPt3CABlE W{tH''Rt.l:LOGK COND3t10NS;Yl1Tli,�"(!�E_ ��E� "� (FOit`�.DEflUL;Npt'SW044Hi.'SEE'.,SECiION''D1/.7) �,ir�al�i�;1 �� ;IXCEPTION OF,CORBIN RUSSWIiJ:PANlC.AE1+ICE;9iEM:,f�54)e �(hi?PL1CilBlE Wfiti'CORBtN RUSSVYIN-PAWjC;i7EVtCE.RE}d'QS4:ONE Y} *��4 S,,;.,lt�r " � , :.- . , ' � � � � � -�R G �i rnatiuccr.sVrVrc�: .. .. , ;4;'� ' � '- '� wil�iCrMi�rt.o�esvuliuuFionan//� %/�'o.J'?,� �o'"+'�'�',''� � � ' � Altt91F7400fi1P+�' ��5�4'��V Tttlilti{�\}�� h ��Duc- (t?0�,� r�60 D' ,. ., n _'. .. [!/,e:..-jr'1 �r➢'L:��:,,r.. � SHEE(�XJ. -. � , uA,t'arRia4'�''\ '7 pg '�.� � � � � �■ � � � �r -r r � � � � r � � r � � � � � � � � � � � � � � �' � � � � . _ t . . . '/4� �• �.�� W�: MtLL tY$ �I4y``�'% SNIM�AT.EACH... FR�+ME Y/IDTN'. nnn-. w,c SNIM..AT;EACH. . FRALIE 1�lIDTH. :ANCNOR: ax �i/ie/as= MICHOR �:�. . 67. , � 4, .,SUElSTRATE";'.. � SEE.GtAZING 91':OTHEftS_ 25 DEiAIlS ON'- d� 67 ' `" PER;,`,FRAME ' - - . 34 j �SHEE'�5' �A 3ti :ANCHOJt . � > 1.7 t8; , ;REQUIREMENTS� ` � . , '�TAHLE"-"ON 26�� 'SHEEf�:j' . - � 2 � 8 , B" ' - 'FRAME . -_ '"^ � ; ANCFiOR FRNAE;. .., .:, i P � :—: ,'.. �,, p3 , . � 91NCHOR I ELEYATIONS - �' 13 �- . : , PER , ' �, . ;,.; ..,. "^.. � EL EVATIONS ' ' • 5 . ; . SU85fRATE 9Y � O,SEE'�.GLAZING� OTHERS`.PER' ' ,� ,, EXTERIOR,. ` _ , -FRA1�IE..ANCHOR " DETAIL&�ODf f2 REQUIREMENfS' EXiERIOR ,. -, BY;°S��g SHEEF 5 �, tir.w ; .Tr181:E-", ON ,SFhIANTs SEE;GLAZINB�•Q,ETAI �, o- z�m st�eEr �� [�`otN�;s' :SECTION. �oN;sH�r's . .�..,. ;SEGTION E2 - ,E� , , o U�� scn�r�/z;rvu :s,.. - s�:,i/x..Fu,�- . 8' : . . (WfiFl�lR—SOU�50'1 fRAMIN6)� (WITHvTRIFA6'45U%q51 FRAMIN6), o, ��W , . • 8�� : . �70P�REtAIN � o ��a�• - AS`'SUPPLfEp: � �i: VIfTH,:'MULLION� ,,. ' ' EXTERIOR = �,"�r,z .: ,. �-.:�,0:,.•.�° � � �� Sk�GIAZING: � � �,� � 'z. �'� � ' DEfAILS ON �' �SHEE(5 , � - �t4)' �%a•=x.t"scR�ws:iNro.NEa:� � IXTERIOR : ,i ' .._ FRAME'-ME6tBER,REM �'S-V1:..1B;CR z �o, � - � �� ' ,'0 .2..MULUOt1 MAY;ALSO�eE:usEn:wrr� SECTION F�, � z� m ` '� :'p Lc..SEGURED'�T0..1R=500fIR-501� SCALE: 1/2 FULL ^8' o.� I , , ;0, _STORE�FRONT FRAMItJG - �c�' �� o � �� i0 � 03 �ja'�� i F.��iS� �-'yt�n.��m� , . ' , � .a-� i: BQTTOM RETAINER%i15= �+iyr�i�rrl�y� -'v�''3c�i, � �ti r, $3� ��: . , ' ' � Sl1PPUED-'.'NffFb MULUON; . . , � `�',yy(r!I1 � �1� 1%4":X'9l2°; _ , .��',: W I� ' SER.SCRE{Y- - �\ '' . � a S�CTION FZ, 7HROUGt1:80TT0A1� . -:'.(� 5/16,`ELCO.;ULTRACON , :` � d °' '� RET/UNEft'�IP1T0'._. GDNCRET£:SCRElYS� ' ' ' p �x SCAIf:'1/2iFULL -.'B'. INTERfOR;OF' 1NT0 MIN'3000 PSI CONCREfE: -` � "+ ..� ', .:.• - r , ' 'NOTF:'THIS MID=RAII'MAY MULCION' , .,..;• , CONCRETE.WITH M1N: 1.3��i`' . � ;,: ' . , � � .; - ..r;,; + � .�- aw '�NOT BE USE6 ON DOORS ElABED•&� 3' M)N.:EOGE DISTANCE Pnonuccanws�.u. i,�•.:,;••.......��4 4ti� � ' YIRH REQUIRED"�ESIGN � n►m�ijitylogivldiipeFlotide• r,';.; a 9, ' PRESSURE:OVfR +/=Z0'PSF. " c ' ' . . Oundingcoee �,�J �ti�" , .. ,. . .. . . ,. ..' : .. . • _ _ i ; ... .,.., . . (KEYEti,.i0ck,SyowN,ts,gT;M oa) - Aasyu¢w Nv ' Qz � • ., • . r� •. "- . - �20�: 1460 D; ;:(nt�rucAe%E��WITH:'CORB�N RUSSWfN`ITElA;g$d ONL1�, . .0•�t4t�: .. . . . . ' � ,.. � CIMIrPI ..SFIEET�NO.,• . ..- _. .., .. .. ,. . . . ... .. ..,. '8 � �.3 . '1� ✓ - CAtYM�OYi Q6OfLD N: wcu �.+ig ":SUB5fRATE;:BY'§OTHERS, SUBSTRAT��BY:'OiHERS,;PER,' �;,,. °;naa , P.ER-:.",FRAMF'ANCIiOR�, _ 'FRAi+lE;M1CHOR::REQUIREA!ET?1S fW1ME'NJCNQR REQUlf2EAlENTS.'TABLE"' �FRAME,ANCIiqR.• : . ,. •TABLE`-0N St1EE"C;,t," i �oN:sN�r f. •.PER�.�vA�ioNs - . ,. ., . a, p�.�vnnoNs �., ' i".a'�.iu�x. - /. . -' 1/4,:.:MAX:: ,6, Q', SHIFA;A1'."FACH � G2 62 . "SNRd.AT„EACH _ � I�NCHOR `..S �ANCHOR. � .. `, SEAIANTS;� � �SEAIANT". BY OTH£iiS; BY.OTNFRS ' ` _ `6S > `63 � _1.6D" - . �`� 66 , � � '� 36, :27. 3 ' 6 . b: � � _ 19 , c�i t � 27 ,� 1 x, w O. Z�m w. ,`�d. � �g u� 'P:; � '_ �; F� �w u). O' ��p'�,rn_ � f. � � :( � l � �� a � \, � \ / o �� ' EXfERI�R � ,. EE:G[AZIN� DEfAILS: ;EXTfRtOR: E&GlAZ1NG DEfNLa � �� ON,SHEEf.5 ` ON"SHEEi'bt , z. � � . ' 'SECTION _ci: SECTIDN �c2 - � SCALEs A/2,,FULL. ;9", :SCAIE:,;1%2,:FUCG .\,y/`. ' � (P�i1H-jRIFAQ�-050'FItA}dE� (WITFt TR1F11B�'451 fRAl,4Ej: � , . Z rn �g Z� > ,,� Y K� ?��yn ti/h" �; _ _ t%4°'MAX.. • � . o � SEi1M A7.FACI4-�•:�'"'�FW+ME;�1410TH. SHIM.pT:.Fi1CH^� � fRHME�VIOTFi� u�i,� �a�d 'ANCNOR" ;. I ANCHOR �— c��d i: M� .�z� � • ' J. f.ftA2AE:ANCHOR..`. , 5 . , EliglAE;AtJCHOR;,,' ; ; , `5 �rYi�.�� ''P.ER`E{kVATI0N5 ' , ., PER ELEVK(1ONS: �.: ,. �,3� � SEE;6lAZING',DETAI l . ON SHEET'S'°, 83�. 19A i6A ``�iytti�r��acr�r, �:8 9, t, ' ;8 �,�`.:' =`�-%.i, •fr. �. � . . �i--,. � .,:+-- „ t'.`n. d . ...., - � . - -- - � ��'a+ F. � � sv�sc�n7�:e�r 5r / r_ � ' � �z OTNERS�P.ER. I, l ` - a • "fRAFAE.ANCHOR' - ' ' , � 3�! ;REQUIRE{AENTS" - , �.'.. ` �; __ ', i,�.�:.� " TAOLE'-0N ; ��, '•._, .. S1iEET. 1' �� IXfiER10R / SUBSIR�!TE BY. / ac�bn��moPtaGL l'k��,,.p, ...�p ��'�+ �` � �FRAAIE,,ANCHOR , �DC[ERIOR ��hia� ,�O�Z.O?vf�frri�i,5�`-�•l+` YU : RE. 36..:. --� SECTION --� " . � SCIV.E{]j2 FULL ;�9.� + � REQf11REMENTS $�CT�nN S££GfAZING�OETA!', . 6�o+�a , . 2�, t464 D: TABLE"ON SCALE:1/2 FULI .;.9: ON�SNEEi3' ct , .- . snscr so_ {GEAR H1NGE�CONDITION':SEi0W0;;F0it'07FIER�HINGE;CONDIT�ONS SHEEF�=l, . •- �fi e»oavctconuo~i"^�; 9 oF '�3 , . . • APPUCABLE'f0 1iiIS SECTION,SEE:SECTIOh1S,'C1%6,>&".C3%7) �. . - _ _ _ � � _ � � � _ _ _ _ � � _ _ � _ � � � � � � � � � � � � � � � � � � � . --�.-;� :,- -- _ _ �� .�, - fr==�-LJ.II: - _,,-. T��=r ��_2 a�o� v"'- �— Fw�ne vnorri. .,I l;l `i4 �I 11. :��;�.J.�:1 . : ,II, � - ` � __._.=__-=— -� r 'll� � II: 7/�. �; ,.R-500.(iR:IR-501 _ 11�' 1� ' �:,'� � ��'�n ri� If f srOR� t�o�ur srsra,+ 1600::svs�.;1 - . . . ' . �—___=_= I I. �l.., �~�„. .. (�_-r�f"---��{y :I�" ,I r,�) ,"%,� UNOER'SEPARATE� Cl1RTA1N'WALI;?UNDER• �I I � � I , ' { �AP;RROVAL' �� , • SEPARATE,APPROVAL, • � ,6 ' � � I L�_._._..�-_ =-=J �,� ,...�l, �''� _ .� I 1/4'MIAX. �----- r- —=----� L_�--��,:a' I) 8 I J�==. =�=71 � � $NlM .�.�— ��. � I:� _ --- -=�J_,;j� AT�EACH. .' : •'<, '�c....�-: .-'.gJg , - ANCNOR � �: If I: �� - - / =�_ �� - 2J. IR-500.;OR,,1R-SOt:r ' J, I; "'-' ' tSIUCONE�` \ , - S�UCONE � , Gy 6 . STORE;FRONT;SYS7�M. �.cJ, ! I �" SEAIANT SEALANT = UNDEFt�SEPARATE �� 57 � •� � „ . '� APi'ROVAL - (� �(:, . ^ � EXTEWOR ` r,,, �I + ` I..<' - �p v �FRAME_;ANCHOR ' 168 �,�EE::GLAZING,DElAILS` C=...='_•==L 1 . - `:./ � .P�R'EL�ATiONS' N'SHEEi'S EXTERIOR 66 B �' 1 ( . �� :36:'' 'c i SEE GCAZING;�ETAIIS, 6 � o� i�rn :SEGTION.. �; 19 0 0 � \t ; ON�SHEET'5 2 �. � o �n ` /' ' SCALE:a.1/2 FULL '.7Q't . K ,��N . .SECTION •,e (GEAR.HINGEJ.CON�IpON�SHOWN; FOR:07HER�.FUNGE S , o �o�o, SCAlE7 1%2;-f.ULL,.' 10: ,/,�.'PLICABLE;T0�7HIS''SEGTiON;,SEE`SECTtONS"Ci/6'di�C3/7)' �a � , ., . ,. , . � � �,: -^T-n}-�-T-. EXTERI�R_ - o; �o.o � ��Un ��_i�� --=_-. .-- ��..;�=,-� ( �� : ��o . -:��"=� � � �.� . �; ��,� ' . �. �-======�i i�. - \ � ' ' � � ,soo;srs�+.,: 1 ;1 > � ,,. CURTNN'�,WALL. , ' �• :Ji`�-- � ! ' ";DOOR',';OPENIING . UNDER: - "�' S2: C,I �I - - . . EE GIAZING.DETAILS � � SEPEltATE 62 � _ _.....:1' ( S%4" MAX: r'------� ` � ON,SHEEr,5 . MPROVAI _ I ::;,j/- -----� � 'tisHiM: , _ }A� � :.�coa sYs�� ..- •, . SEGTION � � z � . --- --__C��..J��A7'EACH ��1�� /'�;CURTAIN,WAIC UNDFR � - � ," : .ANCFIQR" � �� / SEPERATE APPROVAL SGtCE:.t/T"fUCt -10 �?� SII.ICOtJE ` (I� III'/ ` , ('HfiH.TRIFAO�456.FRAME� � g � s�nw�t ��' siucoNE �lit,�,{ IA� � �� z i � . SEiti(ANT �11{' �111 -' ' o" �� .'`63... ) III �5 ' �i.� �a� �. :FRANIE:;=--� - � � -. :, i FRhME'MlCHOR', " ?'16 ANCHQR� �II III� ` . ' - o- PER ELEVATIONS <PER: ...:.. II� III r�� F�� • • ELEVATtOJ�S';�J�j'�� r ��Ij . 19: • ��= ''� �' � `B� 9 ��iy�t.�� . s ��i 1.� 57 _, - �� 3.Pi n� I� +� � ' �. . : ,. 57'.:: �ti,�It 83;s �. '� 41`�;ti �rt�,.�J� ` , �� .-_� _� .�.. , :fn W . ��.. �. ., ' _ .•J~ 7 � DSTEft10R '. .��- . _ / = F . � � I ;1 `,EXTERfOR. � - + • � � �� I• . ' - �'.. � SEE GIAZING'.DEfAI � �',,; � � �a ��36'.. 'PItODUCT.RBVISEv �� EE.GUiZING'>Dt7N1.S, . , • ON'SHEET'�5.' � '',,`��.,"'� ,.,....•�'�`�;' ,. ;oN.sHEEi�,s:�,.._.. :SECTION.: ,p:' e��co°ca.w�u�no�ia. ,,� <.;i' x c�,.t ti, #. SECTION: .. - . �. �oayono�xo 2 - � '�r„i,i,�,+` • ,, .. �?.,';� SCACE t/2.FUI.I�`,�10, cp �� 14"60 D SCAtE J/2 FULL, -S0.� ,(GFAEt;�_HINGE CQNORION,-.SIiOY(N;,FOR�,O,Tt3Ef�'t,HIN�E"dONUtTfONS;, ��: , �� . , ,(VII1fi TR1FA8;;45f FRAME�• ,, ='AF?PUCAHLE:70IFiIS'SECTtON:SEE•,SfCiIONS�,`,'Ct%6,.dt-C3%7). :�� •• 1.0 � .13 4:9b2_��_� t d:ASZ ' s 4:hS2`�� I -- -1 4�952 h:952 � 1 � 1'. ao�.. f------- ----�; -----�° _� � a 3.019- , � . ,•a kinclai � � 3:32M1. � . f,750; 2.OD0 �. 250D'r �, '0:188 `2;500: ' .. .. 2.SQ0 ��4.125" � O.i25 � � O.OSO� � 0:125' _ ,� A.090 � � � 3a�''��l�1.R�8_��T lFAB 450�. �B !�(L"JA�IB� �IE�lFAB 451� � ,9A.t��AO JAt�B {R-i 5041: t$ACT'E^ A'fE.'�t3., ;�HF1�D,JAM9�(IR—b(3i1 � ,�B_,CIR`=5011' . . _" ;��i�oa�:.=,`a;soa, `. ssotR oao�t =:�,s�s; ' �ssa � }=--��2soo.-={ �=--�-o;a7�= :';F-r:iia-�{ „ ;(---i,:izd---=1 .F—i.�ia�---{„' '.soo��;o�n��:�;000 � �oc�R,aooR = a:s?s � � . :� �- � ..c.� ` ;0,125 - . .0,112� , f:75t}. 1'.7�0 l:Z80 �� :i��,1,25'; � -: �0:125' 6.125 Q.125 � ,�� .�� - ' ' 4:125 - � � :� � y -5Q0 �.sbo .�.sas, .. . � � N a,�oa :a.izs � o x��,� 5,000, 0�'IR-5Q],�,. 0�000,�STtLE• ��-�. 10A �1B tNAGTiVE DOOR � . �� . fE1PPC�GABEsE'WITN� PPL.IC BLE +A�lTH �,�EETING'STILE � �'�� E.5t10 0 �o�.rn @_U�,'j'.&.PIV(?T tiiNGESI CON7INUOUS :HINGE) fAPPLICABLE WITH � �� 4• t:724 ' �LL LOC � PANfG� � ��.Q. $p p�`Q�E9[?. 5.09Q`...`__"'� �" � �c�m n , SB DC1dR _ DEVICE f?PTlflNS- � ��. . , 0,.�72 A,�„�{ �,H�D . �' y�TH THE' EXCEPTION, � ��z I�ISfDE JAMB` :R�I- � i:7so " OE CO,�B(j� RtlSS�lj�, � � d,t25 "' � �-��Tt � x a�s � '�� . .3.59D.�-=-=� , z � _. � _ � , 116,5{70iR-A(;17VE��Ot��M ETIt�}G r�o 7 QpOR.SILL �S P �C B� WtTH AI:L o:�2s. . �8 �� C�� c,��.�: � t.7so� � a,Z�o; ):OC PANiC b��%ICt TIQN�I ' �� r a:�2s ,o�zs r �` �.1C/ ,OP �� s '� ��a� ., � •8.250 n� �a��9 106 ,�401R �INA�� DAOR' NEEETING . 1 jAi:3501R..�ACTNE �DOOR: . �� x �� _ .�Ti�:E.�{tPPL1GA8LE:Wti'I-I.Alt �Ek-i'tNG Si10E' • � ��..w -i Q�AIJIG [}EVECE O�jEQNS)� � �"� (j�PP�;JCABEE�WiTH'„AI�C �NZ:�m� L`'QGK;[pANIC' DEVIGE° �� QP�f'S :INITI=1`THE; ,,��<<a�ra„ �3� ', CE. flN OF.GORB{t3` � •,f; . �.U�$WIN 1TEM �541 ' : _' �: ay� . . - .. ... . ' . .. �y N ri ` ` , . . . � . � .' �� y" 12�pO��O�R CRdSS ' � Y1tOS?t7C7'IttiV{SG!'S S"� �. •.' -- . rlr+ � �a ;;ri,aiaeplytngiwkAtLatfiotiS, ''�.=y'„Y.•,•.,-,'�,�`~ �Dhi1�f+1�Ca79, �ry ''Y�., , rrR�`Y�� .3 ., r . . .. Jt�DttuoN6 . -4:��d�".�� . t�ttrx�it4t . � �''�� , _/��}- i.46o � � t ilTx' SHEET N0: � ., - .. ca°�a°' .' 1;1 a� 13 r �r � �r r � � � � � e� � �r oir r � r■�r � � � � � � s � � � � � � a� � � � � � � � 1.188, 4'-'1:628;�.. _ newa m: auaun er. "� �'-1:933 4:150'..,.. 4:150' 3.650. ,tou�a ,w;."`s . . ' _ , . ', ' . � � .iUiNns�_� ,.-.. _ .. -.�.7�8 � i . ' . pi 0,075 1.59A OA7S, `1c594. ,� � 0:125 ' 0:125 ' '' 1.17.4 �. 0.125'. " 0. 24 �' � � t B; SHEAR BL'OCK. o.sso � 14'� .t5 Gl'ASS STOP � .�� ' IFAB� 4501 � o:ssb �,.. ..,. :i:t'2o.� �O:Of14' . . � (jR-5011, , 1':720 . -500 _ ,16G SHEAR BLOCK —I 1--oss7 � . 16B SNEAR BLOCK. CQ., . , ., (,IR=500�5U11 � .o�o i.izs 1FA8 il . _. . 0.849 - . • . 1--'z:000---1:.. -�,�.asz: . .: �:�ss � �:s�s _ � ,..zs6 � ' � "� "�' � D.351,--�. E,-- �ERIOR DOOR MONOLI7HIC � 6,052 � '?OD � , .V 0.090 , O.U90 �2'73 0:070 O GLASS STOP PP 7CABLE, 0.98II ._ j � WITH GLl+ZING DEfAIL 2) o:osa' 1.9t1_S DE J B ��D%.JAMB D00g. �i— � . i QI?OOR STOP 19B. >. —1-1--o.iss. S70P: (IR=50D/501: . �2JA �XT'ERIOR�.,OC)OR MONOLITHIG: �:s5s> a:ss5 GLASS 'STOP . P tG B � o.a��o � ��o ' BciTRfFJ16 4,51�1 (A,P�.f�� . , � _ -., . ... ' � 13-CROSS" RAIL . �NIIN'�GLAZING DETAIL.11 .356 $. �M.�= COVER 0:125. : . � �'z ��; '�. �O:SnQ . 20C I;xL �f.3._D�QQS:I,G. GLASS � ��:°� $aoo ' tsss . O STOP {APPCICABLE WITH � � �-- E----a:aoo°=—=�T GL'AZING DETAtL.31 � �"�F —T 22 DOOR,THRESHOL,D O - . `1;7 DEEP 'ROCKET �� ' �;3sa �. .... 18 DEEP f?OCKEI' � � ��'�z � �.�,72,��; FILI.FR�'(�R-500k. �C[ER�(IR=501�, '•, 3:5�0. � z �. � 2 000 0.406' . 1:750—I � . � ,�, � �" �.�.� � � 0:188 O.S75 � � : 2 J 10 . 0.406: ' �--=-�:0.374 , DOOR GLASS � : o:aso= ' �— � �c�� ,� p� ,ati�s'[�=-a.o�,a. .... � a:sea � T.. -� � s� z�. W 3:500r '0.125' � , `0,0B0 � i.i'sa„,..: � �. . .�} ,.soo � � � z�� . ,24 G. G` SS ;3:59b' � � � o`a � ��" :�B �a:soa o:sss. o:sao � �a ' � °34 PANIC DEVICE � � � Z.��,� STRlKE SPACER �= _ (USED W(7H CORBIN RUSSvnw �� ED5200S(q� f�ANIC pEVICE) � 23 ML4�L�[Ia, - • . - �'�� ° �2g FIAT FlI.LEft�: �3� � SHIM .SUPPORT � ,t+`„""'<<r � 'o:3ss 25 SIDE..JAMB' TRIFAB �IBI�� '��l - f �A�`�1�, $�� ,��. ..., � � -� �� U(390: � .�Qf 4�1) �J ' �6 . ` , .r a 'O.�WO: " ' t0.5j7�5�.�:� . z �?i _L ' , � � �z �- :'0.085', �j '''0.045„ . ' - �. ,, ;. ..._ . ...... , .'" , _ . `2$A'.IZOOR GLAZING�.GASKET �uoaucri�aviseo j%%�'; .. .•'.,.'.,��' �� ;'� �:28B DOOR.GLAZING< ��;M;,ntyu;iwm,menw�a,. �rr''=;� ," �'�;�;�`;';` " n�7u:n cptary �'�, `� �`� � O . � - - OZ.o3 -�,,�.,,,,,,• �1PRLICABLE N117H ,GASi<ET '(/�QP_ L�CAR,Lf, �nc�Yp�cxo- � / MONOL'ITHIC' GLASS) WITH�`I:G.`GLAS-S7 • .. . . �+` . . . . .. . -,... . 'n .,, ` .lG��L�" .�u . . •- � '' � • .. ' -, - • - ��'' a - 60 D Cbnhd' SH_�Q,HO. . .. _:�. . „ 12 � 13• � ` 1�`., ,` _ . _ . % � n� vaRi ''�i�n.v�scw noN wvauFo.cTuaai/uo��>`� "^»"°,: �"°'m IIEIA::� =PART':g f1E?d.0E5CRIP,TIOY }.�ANUFACIURER/li0TE5.... � . �. tx� *.rs , P� ... . ' Rou. w�o - - " , '3B"_ 45@-811 CANTMUOUS:GFAR•.HWGE' . HAGEtt ROTON '- . '�� :��/�: tA b75=d22 HEAD,lhAB IR--500 - 6063:-T6 AL47AItNttM: " ?37 037--232 BUiT HING£ ' liAGER _, 1B' 575-iG2�I.TERNATE'-tIFAD.JN.tB'iR-50D 'Ot � ` 6063=76:�pW![WUlA' ' :38.`pgp:�22 TOP'OFfSEf�PNOT�NIt.'GE - .' ICAtYNEER� � � "'.2 � 575-122 fiFM�9A+�78 IR-501, - 6063=TB�ACUlAINU44'� ,. 4SQ.331 INTERMEOtATE'OffSEI'PNOT:Hi�G£ �Y� q50=502 IIFAO�:IANB WFAB�"M150'. . - . 6063 T6'�ALUUINUlA 'psp=326 Rlf"ISOTT0IA'.OFiSEL PNO7.N:NGE 38._451=079 NEVD'JMB R1FA8'•451: 6063=T6'AlUlAWUtd! 950=327 tH 80TT0A1 OfFSET PN07'•t,f�tCE � 4 575=051 S�DE�JA�d6 IR�50Q-0R IR-:A1 'o0d3=T6'hLUfdiNUtA Sy _ p�ry��pppR LOCK/SSQ�BLY MNAS=RRE'1850 3-PO)I'7T LGCK , :5 163-036 SIDf JAMB 1600 OB.JB•ADIJ?TOR. G983^T6"ALUMMtRA� . . `'- . ' SYSTEld-Vllill KR";:VEER'S:CYL1NO�i; � 6A 2�-023 WOR:T6P fiAIL ' .8083�-T6'hLUldINU}A' ----. ,40' :A-07.4 INACiNf OOOR tOP.FiUS1i�60LT .� AON,l5'RQE'lA�,tl'<fLUSH B�LT .. 66� 200-024 DOOR•TOP RAII .... _ . :6053-:'6'hLUl11Nt!!A -_.. AON! � . T- 206-032 DOOR•BUiTOlA.RAtt. ' . 6053rT6 k.Uld.'NpM'- - _ 50-0�5.INACTNE'DOOR'.80TTOM-FIUS}I 80LT SYSTEt,1�WITF1 7JiV/NEE7YS ('U53t"PACK!,,'E :� B' 200-005 DOOR.5TiLE�,(MpLMl�9lE'WfIH�,HUff bcPN�T NING6j' '60G3-76;AlUMtyIIM -,41 , _ p�TNE^O�R LQCK�ASSEIAOLY� .�s-�T`.'�%�S 5859':3-p01tl�LOCK� Q �3 200=012 OOOR•,STILE APPUChOLE'Ytff11'CO1IItNUOUS;MNGES 6063.=T6 ALUMiCM.I' ��'��:�H I(AWNEER'S CYUNDCR,' � „ � . . . J . ,., , . . 1HUMEtR.;RN•k.PllSH:PACKA,E� .. t0A 200=007�3501ft IW�CiIVE:000R"UEETIhG�,STIIE•(MPLtCABlE V!{IN 6063�fS XLUH47UiA � 'A2. -- I�r�'CG!?R.:OCK�ASSEtAOCf' RDNAS��,RfIE'2180�2-PIXl71".',LOL'K. � ALL LOC1(/PANIC;UEVICE OPiIONS:l'6TF{.iF1E DCCEPIION S1'ST'�;ef'�Y111N KA�'tNE[R'S PU"M;hCKA6E. OF CUR61N'fiUSSWIY'IIOS 54 �';q5. 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" �M� APPLlC,16LE Y1RF1'Ali LOCK PANIC_OEVICf,OP110NS). � � � '12 233-U73 QOOR.CROSS�WdL ' ' 8063�'I'b'+ALUIIW�M ' ��52.� - CO�GEA!6'D R00�flf PAl:3(:DfY',�. �ADId.�,+R17E'GBB .�, , �- �o�m 13 �031--10.5 CRO55 RNL COVEfi' 5063=T6 AIUAUhUM 53. CONCERIEU RuD EXiT AM]C DE_:CE' fALCON.HH1630 - � $�N� ...54`: � -�RiM PMlIC OENCE.YI7H.NE'.c�. CAftd1N'R1J55449N:ED5T.0�Ja(� ' 14 575-004 GUSS"a"�OP R-SD�. 6063-�i6 AlUlANUM.. . � �o 0 f�fdOVA9lE MULUGN a' �c�a r. ' 15 "575•-t tl4 GI7�SS ST�P R-501' 6063=Y6 AlUM1NUlA - ---- �n �.16A 450=103 StIFAR BLOCIC RiFAl1�450 6063-76.ALUi41NUld hC�CELlAF1E�US.FASTfP1FRS' � �� i6D.451-141 SHFAR FA.CCK iR3FAe 451 60W=t6 AlU6tINUM �` - N0: 12 X 2'SCREY� 3.'iROM�ENQS&.MJOf..tl'0:+:. � �E---- .'56. - �C. 12-24'X��J 16'S.S S:RESY . 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'6063�16:ALUllWU11 - _ .U.C:,Ai�SiIL6, o_ ' 65 - W0:8:it 3/9'S.S:SCREYI' �1%4'FROM ENDS&NA7C. r.�j:� zF_�� .23 :2QO�Q58 WQ-RNL �63-T6'AI.UA9HUM . ..: �F.R i .24.7A0=058 L6.=61lSS�SPM..ER. '3905°-OR.3105 ALUb11NUM� .41-�1.7 32:'.O:C: '„�r ss - -no. �o-x i�:s s•��iTv�o•�sca�v i^frmM.esos.x�ux �e•��o.c: ��Z�'m;� 25 -051'-064 SIDE JM1l10 RIfAB'�450 451 � 6063-TB:I�IUMINUId t 4;i 1�•t�� 3 U 6 '26 '450-�126 FIAT".fIUF1t SHt1A SUPAORT R1fA9:450 951'. ' GOG3�T6�AWMINUlA v r _. . :`=t. j��. �3� ' � SFRS AND�SWAN(S , � .. ��r.'r '27"027=-078�OQR BUIB P�FAt11ERiNC � ALC(tYN - ,. ' . 28A. 027-,,,`�' �N';GV�ZMG'�CASKET � TRELiC�-iR-13538E�EPOM' .. �� _ �« a IWP.t7CAEICE-l7tlli MONOitTMC CtASS DUROM£tER.70+''-5 . - . '' � o 288=027-557 OOOR�CtATIkG GASICEf`(APPL1G181E':1YIfH I.G.GLASS): tCFiP'027=557„POLYPAOPYLENE.dc; - �� .5 - � - p , N ,, .. . : . . '., - ' SANTOPRENE.DIIROVEfER'65..+%5 . ' ` " `��j �`', . '29 127--041 ClA21AG 7ME•' SIUCONE Sf'ALER St1dI�R1610,POIYUREi11ANE�FOA1A . _ � _ � >" 3QA. 027r392 OOOR SE7iINC,BLOCK . NEOPEtENE ~ `� �' ,,,..•�',::`'+ . "� APPL1fABLE 1VIIH:MONOU�HtC'CIASS PRGUllCTRIIViSIID. , ..,; . � U' 30D. 027-059 DOOR:SERING'f3LOCK;(AP('L1CAtiLEtYIIH I.GrGtAS�; NEOPREA`E�� e�complYM8��1.tbc}IaLL O� ��'f�r,�I'tt,`r z�`'�,�~ Q,��:- 4-.0 021 � 31 .200-7A5 DOOR'BOTIOIA'fiNL YIEATNER�51�EP , VAR;£D Y�A�� 32� 200-d97 A0.1USiAIil.E ASTRACAI.1YFATHEPoNG . V� ' � ��v. � � 1460 D =33' COMPRESSION.TME 3!A- ... . . � Ddc , uctCb,nuo1�� . Stse67:No.• � 34� 966=1A)PPNIC.DEVICE.SiRalE SPACER ALUl9NU6H 115ED-17 cEc�rto�=sy, �� , .. • ., ... '13 � 13 _ � � � i � � � � � � i � i� � � � � � i ., � . . , .�� ' ,. - .� 1 ` �� i � 1 , ° " � � . � - •. •� . � -. � ICC�ES Evaluation Report . ESR-1689 FBC Supplement* � � - Rei�sued July 2014 This repart is subject fo cenewa!July 20.16.. www.icc-es,ara ( ($OOj 423-6587 ( (5.62) 699-0843 A Subsidiary of the lr�ternationat Code Council� � ' DIVISI N:07 0'00—T E L T O Q H RMA MOIS URE PRUTECTION, , Section:07 24 OQ—Exterior lnsutation and Finish Systems . ' Section:�77 2419—V'Jater-D�ainage Exteriar Insutation and Finish System REPQRT Fifl�DER: ' PARFJC l{SA,INC.. 4125�R$T L,A PALM�`+,A1tEI�tJE*StlITE 250 ANAHEIM,CAL.IFORNIA 8280,7 (Z14)7T8-2266 _ ' �arexosa.cam EVALUAT{ON SUBJ�C't: . � PAREX U$A WATERMASTER LCR SYS7EM,.LAt1ABRA WATERMA$TER I.CR.SYSTEM AND EL REY WATERIVIAST.ER LCR SY.STEM 1A REPORT PUR.POSE�AND SCOPE � Purpose: The purpose of.this evaluation repoc# supplement is tci indicate that.the Parex U�A WaterMaster LCR system; LaNalira WaterMaster LCR system a�d EI Rey WaterMasfer LGR system,recognized'tn [CG-ES master report ESR-1689,.have,a(so � been evaluatecJ for compliance wikh the cades noted below. AppiicaEile code editions: ■:2014 Florida Building Code-8uilding• � ' ■ 20'{.4 Ftatida Buildirrg Code—Residenfiat 2.0 CONCLUSIONS The Parex USA Wateritiiaster LCR sysfarn, Parex Standard WaterMasfer systerr%; l.aHabra UVaferMaster LGR system and � EI Rey'UVaferMaster L:CR systerim,descri6ed in Sections:2.0,tFi'rough 7:,0 of tlie.master evaluation report ESR-1689;coriiply with th�'2014.Flarida Buifditag.G�atle—Buiiding,and'the.2094 Florida �urlding Gode—R$sidet�fial, pravided the-d�sign arti! insCailafion��re in accordar�ce.with tfie !{�femafioi�al Builciing Code�provisions noted in the=master repo�t�and#he foNowing. conditlons apply: - ' . 'Design wind loati`s must be based on Secfion 1'609 of the 2014-Floritla Buildi"ng Eode—Buifding or Seotian 301.2.1 of fiie. 2014 arid 20.10.Flprida,Ruilding Code=-Resialeritial,a�.applicatile: • Caad combina#ions:must:be_in accordance with Section '1605.2 or Section 1605,3�of#he 2094 Flari.da Bri1lding Cade— ' 8uflding,as applicable.. Use of tfie Parex[1SA WaterMaster LGR system, �aHahra WaterMaster L.GR sysfem and �1 Rey WaterMaster [.CR syste,nn for•corripliarice:witti tlie Higfi=Velacity Humcane Zone provisio�s of"the 2014 Fiorida Building Code—Building.aod the 2014 Florida Building Code—Residentiafhas not tieen:evatuated,ar�d is outside the scope:of this.evaluation report. , For p[oducts falling'under..Florida RU1e.9N-3,verification tbat the report holders:qualify-assurance program is audited by a; qualify-assurance entqty approved by the Florida Building.Connmis"sian for the type ofi inspection$ bein,g conducted is the: respansibiiity of an approved v.alidatian entify{ar#he code ofEicial,when tfie repo�t holderdoes not passess an approval'by ' the Gommission). T.his supplement expires concurrenily with the master cepart,reissued August 20.94 and�evised August 2095. 1 "Revised'August 2015 ' ICGE5Evalua�ion Reports are iiot fo b'e'cqnsuve�f as representiqg aesth"etics or giry,other dltributes not Spectfically addr�sse_d,no'r arQ tkey to be.cqnstriied � � as.ai endarseinent a the sub'ect o d�e r or1 or a•recanunendation or its=use.TNere'is na warran � f ! j �P .1� ty bylCCEva7ualia�Service,LLC,erpress or implied,as �.yw� ta arryfending orot6er malter in this rcport or as.to arsy produe!rnrered 6y the repnrG ��, � ,�....5�' CopyrigFit0�2015 Page 1 of'1 � I ESR-1689 � Mosf Widely Accepted and Trusted Page 4 of 4. 1 WI�ID-DEVIL 2 ' F�ISTE fV E R _ 6" (152 mm} � a o 0 . . 12"(305 mm) 1 1 5rr (152 mm� � �__._ �„r 6« 12�0 -- 12�� Z�� .� � ' �152 mm) (3Q5 mm) (305 mrn) {305 rr�m} (l52 mm) ,' � FASTENI�I� PATT'ER.N A � - , � WI(VD-DEVIL 2 ' FA�TENER _� ,� � �____ e 3"(�6 mm) `�' u ' 9"(229 mm) � � � 9"(229 mm) � f 3"(76 r�tm) � � �� ;� -�— I �it j.6�r 1,fj�+~ 1�� (i27 mm) (4Ct6 mm) (406 mm} (279 mm} � FASTE I�I N� PATTE I�N B � FIGURE 1—FASTENING PATTERNS ' , � Page 3 of 4. ESR-1689 I Mosf Widely Accepted and Trusted TABLE1—SXSTEM COMPONENTS ' BASE COATS REINFORCING SYSTEM WATER-RESISTIVE INSULATION MESH FINISH BARRIER BOARD Described in Section WaterMaster Standard DPR Acrylic Finish 300 Series,or Parex WaterMaste� 3.4.1 or 3:42 Insulation Board Parex 121,or Reinforcing Mesh, DPR Acrylic Finish 500 Series,or ' LCR Described in Flat Insulation Parex 301 4.5 oz/ydZ, DPR Optimum Finisfi Section 3.4.3 Board minimum Described in Section WaterMaste� Standard EI Rey WaterMaster 3.4.1 insulation Board Insul-Bond Reinforoing Mesh, LaHabra Perma-Finish 300, ' LCR or LaFiabra 4.5 oz/yd, EI-Rey Perma-Flex DPR WaterMaster LCR Descritied in Flat Insulation minimum Section 3.4.3 Board ' � . TABLE 2—WIND LOAD DESIGN ' SUBS`TRATE EPS FRAMING° Allowable Wind Mlnfmum Spacing Attachment Load�''(ps� Type ��h� Thlckness(inch) 2-inch-diamete�VVind Devil Piates; ' 2x4 VVood' VJind Lock WTI,No.6 bugle head Any sheatfiing cJescribed'in 16 Section 3.3,attached per. 1 screws to framing;must penetrate 29 No.18.gage- code 1,inch into wood framing or through steel steel frarriing;Pattem B- ' 2x4.Wood' 2-irich-diameter Wind Devil Plates;.No. Min.�l,s-�nch wood 8 T.ype W bugle:head screuvs;, �g 35/8=inch=by- �g structural panel,attached.per � must penetrate'!z-inch through No.18,gage- code sheatHing;Pettem A5 steel ' Wind Lock MT S'crews;2-incfi-diaineter Concrete,concrete= � Winif Devil 2 Plates;must penet�ate 29 N/A N�A masonry,oc brick masn.^.,:y " sutisirafe 1-in"ch;,Pattem B � W=3 Wind Devil screws and ptates; t 2y1_;n�;,;,�'- �� 16 '��e-�nch wood structural ��Z must penetrate'/z-inch through 29 panel,attachesJ p"er code. stieathing;Pattem A5 - 'lis�inch wood structural , 2'/a=�nch Type:W scYews and Wind 31 2x4 W,00d� 16 � �" Devil iI.plates;,Pattem As panel,atfachecJ per code ' SI: 1 inch=25.4 mm;1 psf=0.0479 kPa. 'Minimum 2x4 wood.framing,.minimum specific grayity 0 42 _ zMaximum positive pressure.is limited to the.capacity bf the framing and structural sheathing,or cdncrete,b�ick,masonry.o�Portland cemeht ' plaster substrafe,determined in accordance.with the applica[�le code. '.Mazimum positiye pressure is limifed to 55: qsf :(2.63 kPa) .for gypsum sheathing complying with AS1M C9396, and is limited to 41 psf(1,96 kPa)for gy,psum's�eathing comply„ing with ASTM.'C117.7;,or to tfie capacity.of`tFie f[aming,viifiichever is'lower: °The framing°members must be"designed to.resist:all positive�anci negative transverse.design loads`with a rtiaxiinurti aliowable deflection ' of'/zao of the.span. SPenetration into studs is not requi�ed forPattem A. 1 ' ' ' 1 � ESR-1689 I N1ost Widely Accepted and Trusted Page 2 af 4. , 3:4.1 Parex; El..Rey and L.aFlabra WaterMaster Hause 5.1 lnstaliation musf comply with this report, #he Wrap 366: A kraft building paper that confarms ta the manufacturer's published instaliation instructions and Grade D requirements of AC38 and has a 60-minute the applicable code. In fhe event caf a conflict between ' water-resistance rafing. � the manufacturer's instructions and this report, this 3.4.2 Buitding Paper: Buitding paper must comply with report governs. ASTM D226,.Type!asphalf-saturated felt. 5.2 The insulation board must be separafecl from #he ' 3.4.3 Tyvek StuccoWrap� Tyvek. StuccaWrap as building interior by a tliermai barrier complying with described in!CG-ES report ESR-2375. the applicatile code. 3:5' Sealants: 5.3 Installatian must be by applicators acceptable to Parex UaA, Inc. , Seatants must cots�ply with ASTM C902, Type S or M, 5:4 Termination of the systems must not be fess than minimum Grade NS,:minimum Glass 25 and Use U. 6 incfies {152 mm) above finished grade, in 4A DESIGN.AND INSTA�LATION accariiance with 2Q22 tBC Section 2603.9 (2009 tBC , 4.1 General: Section 2603�8)and IRC Sec#ion R318.4. Parex USA Systems ntust be insta!!ed in accordance with 5.5 Adequacy of fasteners far concrete, masonry, brick khe manufacturer's instaClatian instructions, spec�cations or portland cement plaster substrates must t�e, ' and detaits.These are availabie at www.parex.com. derriansfrated fo the satisfaction of the code official by a proof-load test program eansisting of fastener 4.2: Drainage Options: withdrawal from the walL The average witl3drav+ia! strength, in pounds, must be six times_the required • ,Parex WaterMaster Insu(a6on Board, LaHabra fas#ener foad. , WaterMaster Insulation Board and Ef Rey V1/aterMaster - Insulation 8oard, instailed over a water-resistive.banier 6.0 EYIDENGE�SUBMITTED as dsscribed in either Secfion 3.4.1 Qr 3.4.2 6.1 Reports of tests in aceatdance.with ASTM E2568 and • .F(at )nsulation Boar,d or Wa#erMaster Insutation Bcia�d, AS'1"M E2273, � LaHabra. WaterMaster lnsutation B.oard. anii EI Rey g;2. Data in accardance wifh fhe (CC-ES Acceptance WaterMaster Insufafion. Board, instatled over Tyvek Griteria. far EIFS Cfad Drainage Wall Assemblies. ' StuccoWrap described;in Section 3:4.3 (AC235), da#ed Uctober 20Q9 (edito�ially rsvised , 4:3 Wind Design(See,Table�2): January201'2}:. ' Table,2 presents specific assemblies far which test data S:3 Data in accordance with the ICC-ES Acceptance. has�been submitted.Ofher.assembiies may be considerecl Criteria �ir� Foam P(astic (nsulation (AC12}, dated for appriaval by ciide o�c�als kiasecJ' on testing andlar June 2�12(edit'oriallj+ravis�:d Augus#.201.3}. � calculationsbya.qualified'design:prafessionaL , _ �:q. Data in accordance with the IGGES ACC2(�%��rn 4,4 Weather Protection: Criteria far Water-resistive. Barriers (AG38.}, r!a#ed - The Parex USA WaterMaster LCR system, LaHabra �anuary 2013. ' WaterMaster LCR system and EI Rey WaterMaster LCR• 7.0. IDENTIFtGATION system_comply with iBC Sect�on 1403.2 and IRC Secfion Each container or package of coating or reinfor.cing F2703.9.1�. rriesli used as part af 1he Parex .USA WaterMasfer LCR 4.5 Fire-resistance-rated Gonstruction:: sy'stetri, �aFtabra:UVaterMaster LCR systein ancl EI FZey � ln Type V,cons#ruction, fhe:i?arex USA WaterMaster LCR� �!�terNlaster LGR system must bs labe[ed with the.Parex U$A, Inc., name ,and address; the. producf name; lof.or systein, LaNa6ra UVate�Mastef �GR- system. and EI Rey patch qumber; quantify of maferial; storage .instr.uctions; Wate[Master'LCR.system,may be attached.to Uie surface� pat life, expirafion date;and the.evaluafion'ceport number � of comi?us#ible ex#eriar fire-resistance-tated assemblies (ESR-1'689)_ described •in. 2012 IBC Ta�fe 721.,'I(2) j2009 (BC Table 720.'1(2)],without chan,ging the assigned hourfy rating of Parex. WaterMaster lnsulation BoarcJs; �aHabra the assembiy. The .eztenor wall .riiust liave a ;minimum� WaterMaster ,Insulatian Board and EI Rey Water.Master ' 10-foat (3048 mm) sepa�ation dis#ance from adjacen#' (nsulafio,� Board 'must be labeled on the edge of each constretction. 6aard with the 'Farex USA, lnc., name, °the ptant 5.0 COND[Tlt)NS t}�USE identificatfon nurimbei, and kfle evaluation repart number (ESR-1689): Othe'r foarri,plastic insulafion must be,labeled , The Parex USA Vt/aEerMastec LCR system, LaHabra in accordance with fhe current(CGES.evalua#ion report in WaterMaster LCR_sjrst'em and EI Ftey WaterMaster LGR' which it �is recbgriized, or r�iust be Iabeled as noted iti system described:in this report comply with,or are suitable. Section 3.2. alternafiwes to what is specified in, those codes iisted irr � Section 1.4 af tfiis report, subject to the foNowiRg conditions: � ' � � r ! I c � c � , I � � - •� •� . i -� ICC-ES Evalaaation Repor� ESR-1689� , Reissued Ju1y 201� This re�part is subject#o renewa!July 20.16. www.icc-es.orq � (80Q).423-6587 � (562) 699-0543 A Subsidiary of the lnfemafiona!Code Couneil� � DIVISION:O7 00 00—TNERMAL AND MOISTURE 3.0 DESCRIPTION PRtJTECTIt�N 3.1 S�rstem Gomponents: • � Section:.07 24 00—EXterior Insulation and Finish� Systems See Table 1.. Section:�7 24.19—Water-CFrainage Exteriar.lnsutatian and Finish Sysfem 3.2 tnsutatian Board: � lnsulation,laoards must be one of the,following: F�EP�lF2T 1�fOL12ERs _ � a. Parex WaterMaster Insulation Board, LaHabra �—''`"��"'-`��!�A tt1C. " WaterMaster Insulation Board and EI Rey ' ' ��=�^"=��r_�;;; .,� WaterMasfer tnsu[aFson Board, whEch are expanded ,4125 EAS"i, :.::=n�.:°�A AVENUE,SUITE 250 ANAHEIM,•CALIFOFii".'�tu^�• polystyrene (ERS,) complying with ASTM C.578, (71'4}778 2268 ��_ Type'I, and ASTM E2430: The-board"s'a"re produced www,pa"rexusa.com �--, by a rnoider wEifl participates in an. appraved thicd- � , _ party quality assurance program, and.ar,e,labeled in EVALUi4TlG1N$tIBJECT: acc9rdarice with Section 7.0 of'ttiis,�eport;Ttie 6oaids � include• !a-inch-deep-by-1 /2-inch-wide (3.2: mm by PAREX:!lSA�WATEI2MASTER LGR SYSTEIVI,,LANABCcr 38 mm)-cocrugations-acro`s_s their wiclth: � tNA7EF21V[A�'�Er2 I,C�t AND EL REY VNATEf2N1AS1'ER �; F{at EPS insulatian board from• a molder with a: LCR�Y��.cMS. t;;irrent evaluation :report showing conformanee to �� • AS:�4! E2430: 'Ttie baard must be la6eled. in =` 1:0 EVAI�UATION SCORE accorda�wie:with the.appticable.report. '� � Gcmpiiance with,the following codes: c. Ftat EPS insu€�tioh board that complies vrith ASTM ' � 2012 and 200,9/nfemational B'uilding Code�'�IBGj G578, Type i,. a�� ASTM E24,3d, The board is prod'uced by a molder�-v�ho participates 'in an ' i:2012 and 2d09 lnfemational Residenfia!Code°(lRC.), approved tttird-pa�ty qualiiy assur�nce ptdg"ram, and Prope�ties evaluated: is tabeled in accordance witfi the applicable code. 3:3 Substrates. PROREi2TY tBG IRG � r CHAPTER. CHAPTER . �ypsum stieafhing ..complying witti ASTM C1396 or ilUeattier resistasrce 14 E27 ASTM C9177' Structural–transverse wind load 1:6 ` R6 � . ��ber cement panels complying with ASTM Gi��R�'i and resistance with the IGC-ES Accepfance Griferia for•Fiber Cement ' Fir,e�resistance=rated constructian 7 R3 Siding t)seii as Ezterior Wall Siciing:�AC90) Exterior insulation;and`finish systems 1:4 RT . Fitier cement panels complying vvith ASTM C1.325 arid {EiFS} � Surtace,buming characteristics 26 R3 vi+ith the I.GC-ES: Accepfance Gri#eria far Reitifarced � Cementitious Shee#s Used as U11all and Geiling: 2.4. USES Sheathing and:Ftaor Underlayment(AC376} The Parex USA. WaterMast�;r, LGR system, LaHabra . Concrete-masonry.camplying.with the code ' VYaterMasfer LCF2 system and E! Rey WaterMastec LGR systein are exterior insu(ation and finish systems (EIF$} • Conerete:complying with the code complying with IBC Section 1408'and IRC Section R7.03.9. , �xposure 1 wood structural panels complying.wi#h DOC' The systeins comply as an EIFS with drainage in pg_� or PS-2 ' accardance with IBC Section 1408.4.1 and IRG Section R703.9. • Brick iriasqnry complying with the code. The syStems may be used in fire-resistanee-rafed, Type 3.4 Wafer-resistive Barriera V consf�uction when i,nstalled irr accordance with Section ' 4.5 of this repart. The barrier must be one of'the following: *Revised August 2Q15 ' ICC-BS Evaluat�an Reparts�are riot id b'e'constnred ac represertting kesthelir,�or aiiy.other 6ttributes not.speciftcal(p:addressed,nor are they to be eoiisrri�ed =:�` r as an endorsenie�rt ojdie snbject of 1Ge repor!or a recontn�endalion J'or ils:use.There ic no n�arranty by ICC Evaluatian Se�vice,LLC,erpi�ess or inrplied,ar '��± � i to arry fxding or other rnaftcr rn fhis report,ar as to any product covered&y the repor� '�""�°� � Copyrigtit 0 2015 Page T of A � � '1 1 1 � • e - � - � � t i r - • c �C i � � '_ � �. s .� � � �, :11 � . . • " 0 � s •. 1 � ' � -�s r ^ � 1 I .: . ��IVISIQN:Q7.00.00—THERItt1Al:AND iV10[STURE PF2CJTECTtON SECTION:.07 24�00=-EXTERIOR INSULATION AND FtNISH SY$TEIVIS SECTIC3N:OT 24:�Z9-=WATER-D.R,AiNAGE EXTERIOR INSULATiON•AND.FIMISH SYSTEM ' ��-_� ------ - ; _ ��;�"� . � . � %f , � . � ° � ' � REPQRT E�{�'$3��t. � � . --�.~� ` ' � e, !��X USA,. INC. ` . � ��:r �. x - �+j.. . � _ ��25 EAST LA RALMA AVENUE,:SUtTE;250 .--- ANAHEIM,CAUFORI111A 9284'T . ..--`'� , • � '- +. EVALUATION SUBJECT: � � �"- PAREX USA WATERMASTER LCR SYSTEM�,� LAHABRA WATERt�/IASTE�R LC�3��1ND - , . �__ . . , _ � — L EL REY 1NATERMASTE:R.LCR SYSTEMS�- � � . � - � � � . � � �CiCr � �CiCi , �CrC ro `� �' � � � � � � G� � PMG usrEn � toak:for tfie tcusfied marks of Canfor.nnity! - ��'� �ii�,'�► , ..►,�.. � "2014 Recipient of Prestigrous We$#er.r�States 5eismic Pplr`cy Courrci! �,�,�`,��–, (WSSPCf Award in Excellence" A Su,bsidiary of'�C nE�t�Ncii s��,��„ _ , IeGES'Evdl'uation.Reports are not to;be con.strued as repres�nEing aesthefzcs or any ot7aer attri�autes not �,� specifi�ally acldressed, nor ai-e they to be construed as an endar�e,n:er�t of'the sub,�ect af the report or cr �1 � recotnri�endation fdr its use; There,i3�no warranty by"ICC Evaludtion Seivice, LL,C, expre;ss.or implied, as "��'*" orxs � to ctny finding or other matter in tlt"is repcirt or as xo any proa'uc�co.vereil:by the.report. ��+ ,�,��, „ Gopyright O 2015 , � , ,. T•� P�?C1�lEXU�� . i -� 1 � ��- � i � 1 � w i . 1 i 1 � � 1 � -- 1 1 1 1 1 � � Pl�!�REXUSA www:parexnsa.com. � Corporate Office Facilities i�v,, Parex USA,Inc. Frerich Carr�p,CA D'uluth,.GA �i��sj,� � � 412S.E.La Palma Ave.;Suite 250 Nbrth Hollywood,CA� Redah,GA ��;� Anaheim,GA 92807 Rive�side;CA Albuque�que,.NM {866}516-4061 Coloraiio Springs,C{} Allentawn,.PA p�U�� TeaH Support:(800).226-242Q Haines.ciry,F� san Antanio;Tx � ',, SUSTAINABILITY ' �Parez USA,Inc luly 2653.• PU E(FS AG 07i3 � '� � _ � � i � � ''i i � � � i i � � i �: � �i " � � ` ' �1 � . '� � � � , a . , �, � _ �, , , � �� ' , � ' N � PAREXUSA - , 1 � _ ' INSTALLING THE INSULATION BOARD.ON COMMERCIAL DRAINAGE EIFS PROJEC.TS The previous sectiqn of this guide has shown the preliminary tasks of wrapping rough openings,backwrapping,installin'g ' tracks,wate"r-resistive barriers and flashing requiPed for .� the different Parex USA Commercial Drainage EIFS Systems. \ � One system requires mechanical attaehment of the EPS �� board and the other,liquid.applied barrier system, makes � � use of adhesive attachment.The layout ancJ application of � the EPS board is the same for each systero even tho.ugh the � attachment methocl may diffe�;Information regarding those '� differences,is listed here: ' Fig. 15:1 When the adhesive is used'in the WaterMaster System: The ri6bons of adfiesive must be made with a 12 x 1/2 x 2 in. (13 x 13 x 51 mm)spacing U-notched trowel.The ribbons ' of adhe"si4�e inust ruri yertically when positioned on the substrate(parallel to the 2 ft. [61cm] board dimension). (Fig ]5.1) The rules for insulation board installation Fiave tieen ' described and shown with the Standard 5ystem,beginning �n page�1 arid continuing througli the.finish and sealant application on page 75: � _ � � � � ' ' � " � � � , 25 ' PARE�USA 1 1 � Seal the Head(Cap)Flashing of All Openings: �� ' NOTE:.Cap flashing is:a part of self-flashing(flange=type) ,,,%� • windows,do.ors,etc..so those items must be installed prior f,�� ""°°""""a" to�the installation of the Rarex USA�369 DrainEdge and 356 � � � �„�-� � �«:�.,. Short Detail Nlesh.Other types of commercial windows,doors j�� ;/:.; ,.,e,�,,.,,,,., � and AC units may need to have metal cap flash_ing fabricated /'`�"`�"�"� . � � �., and installed above them to provide adequate'protection. ��l —"1 ` . The final position of the object in the opening is critical and � �� =r .r' x. ��,,,;,°�^� , must be determined prior'to the cap flashing installation. -(''J� � This is typically.done,by others but does aff.ect the placement �� =';�,r�i_+��`: � :� �"" of your PBrexUSA 369:D�ainEdge and 356'Short Detail �� `` X: fr; €�} ^� � X Mesh.Shop drawings,communication and coordination are "��" �« �_„r;'f,�r- � ��. . �'=f .�,�� necessa;ry to accomplish this deta'il,as it will vary from job to � ��,- �,,� """"'"'"""°°""'m � ob. See PareX.USA EIFS Defiails for o tions Seal the to of � �"'�'�'"` 1 C P � )• P �.; the cap flashing witfi Parex USA Sheathing Tape embedded ,ti,.� in WeatherSeal 5pray&Roll-On or Par•ex USA Flashing Membrane.(Fig. 14.1). Fig. 14.1 ' Parex USi4lNeather5eal: Parex U5A Weather5eal is applied.overall previous,ly coated rough openings;joint tr.eatments,corners and sheathing; _ ' surfaces:Spray applications require back rolling using a 1-1%4 in.(3.1mm)nap roller��nd allowed to dry.Parez'USA. WeatlierSeal.Trowel-0n is:tr.oweled over all sheathing. " ' suffaces in aecordance witfi the pr."oduct data sfieet,:(Fig 14.2). - � 369 DrainEclge-and 356�Short Detail Mesh At The Cap Flashing , Of ALL Openings; � , Install Rarex USA 369 DrainEdge 1/4 in.(6mrri)beyond both ends ofthe head,and Detaif Mesh(1 in,.(25mm) beyond bot}� � 1 ends of fhe head of windows,doors,and'AC units)_above - °�IX°�„"",�"-"ES'n"'E' a�ua eu;wrn coa7[rvc head of eap flashing;The Par,ex USA 369 DrainEdge Strip is installed first.with the third row of holes from the bottom Fi9. �,4•2 � at tlie corner.bf tFie cap flashing,This should be attached �� with corrosion.resistant:staples.356 Short Detail.Mesh is then install�d overtFie Pa.rex USA 369 D:r.ajnEclge vuith corrosion resistant.staples(Fig 14,.1). �E�� ' For Non-combustible constructiori,.one ribbon or acihesive'is U ' installed hocizontally as Shown in Figu.r.e. 74:1, '3��`ryt''�"`� .''�'�.�,.<��i `�'�- Detail:Mesh for:Backwrapping: .s.. ::;:;�,��: The backwrap mesh is to.be attached to fhe.substrate by � aclhesiv�or�cor�osion,resistant sta.ples(Fig 14.4): The prelimina`ry steps are naw complete:The,remainmg steps are to proper.ly.detail.the tieads.of all opening,and then Fig. 1�4.4 ' install the insula,tion layer EP5 Board Installation: The EPS board appliration ran now begin.If any aesthetir � grooves are to be cut=i.ri the EFS they slio,uld not line up virith the EPS;b.oard jaints, � � 24 ' � ' , pAREXUSA 1 - - ' 4. Fold the bottom flap down over the sheathing.Fold - the-end flaps againstthe sheathing.(Fig 13.4). 5. Repeat Step 3 for the jambs.by coating the jambs with , C WeatherSeal and installing a piece of Sheathing joint � , ` tape to the jamb and wrapped at(east 2 in.(51 mm) �,. , onto the sheathing such that it laps the sill piece and � �""�� continues up past the head opening at least 4 in. — : .��' ,� - (102mm)(Fi9 13.4). ' � Jf - ��. 1 1 EryBm IN oqµF7(USA SHEA7NING JOINT i'APE IN ppryE%USA N'ATER-RESISTIVE e p[R F!(iRRIER COATING � Fig.13.4 --- — -------- 1 Weatherproaf the Sheathing Joints and�omers: jjj �pply W2ather5eal:in.minimum 5 in.�(127mm)wide bands VAP.IXVSR'+HLlTF1ING10INfTAPE. ��j �entered�over�stieathing,joints.and'immediatelycenter � � � and embed Parex USA 396 Sheathing Tape into the w�et �. � .".:,� VUe�:i�erSeai.A 4 or 6 in..(10.or 15"mm)wide drywall knife � _ works��ery well to adhere'the 396 Sheathing Joint Tape to � a�.–, ��y=:� the wet Weather5eal,All inside and outside corners shall be , �.,,; � /� sealed in the same maoner.(Fig 13.5). %i � � p'' Rarex USA Flashing Membrane may also be used for � � ' ' protection of the rough openings,Prime"r may be required on � �� '�a;r'` certain substrates. �P�� More complete.details for'installing Parex USA WeatherSeal -wareg-ass�srne �� can be found at'{iareic:com,teifs:com;eli-ey.com arid coanrvc` lahabrastucco.com. ' Fig_13.5 � 1 1 1 � 1 , 23 , 1 1 PAR.EXUSA NOTE:All WaterMaster systems require waterproofing of all openin s rior to � system application. 9 P PAREX USA SHEATHING JOINT TAPE 5. STEPS FOR.THE COMMERCIAL DRAINAGE EIFS OVER cur PAREX USA WEATHERSEAL I This system is applied only over substrates listed in the Parex USA Technical Bulletin "Acceptable Substrafes and Areas Fo�� of Use".NOTE• .Wood sheathings may require 2 coats of VlfeatherSeal Spray&Roll-On or Trowel=0n.Rough o enin s � are sealed with 396 Sheathing Tape embedded in Wea her5 al. , The sheathing joints are sealed with Parex USA 396 Sheathing h. Tape embedded in Parex USA WeatherSeal followed 6y an �� applicat'ion of Parex U5A WeatherSeal over all sheathing ��' E surfaces,joints and rough openings and allowed to dry 24 � j;� hours.Standard(flat) EPS board is then aclliesively attactied � using vertical ribbons.(parallel tothe 2-Ft;.[61cm]dimension ' ,� ' of the EPS.board).of adhesive. ' PRELIMINARY STEPS: lnspect the sheathing:Inspect fhe sheathing application � for correct fastener spacing anci depth of fastener ihto the sheatliing;"Check for"sheathing and framing'fletness.Bi-oken EMBE�IN?AREx us,a WATER=RESISTII%E&AIR , or weathered sheathing.must be replaced.Gaps in sheathing BARRIER COATING greate�than 1/4 in.(6mm)must be filled:with ariy Parex USA I Cementitious Basecoat&Adhesive and allowed to f.ully d . � � I` rY Fig..13.1 Seal all rough openings as follows:.lNindows,do'ors, louvers;. � � etc. MUST NOT BE INSTALLED at this point. - ROUGH OPENING TREATMENT 1. Cut Sheathing Joint�tape in a lengfih to wrap all tfi'e � way into fhe rough.opening and onto the sheathmg face � -- - - - - a minimum of 2 inches:Gut and embed as shown in I (Fig 13.1). 2., Cut"bandages"�to 4 iri,(102mm)x 6 in.(152mm). ~`' �;:�a � Embed 396 Sheathing Tape into Parex USA VI/eather5eal '�':.==•� t� and install diagonally at sill coFne�s as shown.,- -,� - ' Sheath'ing stiould not be visible at the corners of the `�.s � � " �� rough.opening(Fig 13.2)., `` y a ' �..,� � 3. Cut a piece of Farex USA�396.Sheathin,g Tape 8 in. t�� ' � �(203rtirii)�onge�tEian tHe rough opening.Embed �� Sheatliing Tape into Parex USi4 Wea#her5eal a�nd install. on tfie sill'and up the jambs with af least 2.i�.:(51 mm). � pr.otr.uding to the outside of the.opening..IVlake.a cut at each corner to form three.'`.flaps''.(Fig 133): EMBED:IN.PAREX.USA SFIEATHIN6]OYNT"fAPE IN � PAREX US/H WATER-RESISTIVE &AIR.BARRIER COATING Fig. 13.2 � CUT HERE! CUT HERE[ ;�:• �::� :•rr ::•: SU88TRATB WALL ::;' n+ic�Ess s 6' 16 an) 9' ( � �!cm ( ' ASREQUiREO � +. ROUGH FRAME 4.J Z+(6 cm)MIN ��p OPEHlti4WIDTH (10cm� CU1�1NG SHEATHINGJOINTTAPE ' Fig.133 22 ' 1 ' _ .. - . PAREXUSA ,.�.� ' INSTAWNG PAREX USA DETAIL MESH Detail Mesh for Backwrapping:Mechanically Fastened INSulAlloN BOARD EIFS,Systems terminations tha"t will not be done with track I should now have Parex USA 356 Short Detail Mesh and 369 DrainEdge stapled to fihe substrate at those a�eas(jambs;sills, soffits,.etc).See Commercial Drainage Installation Section. ' O O O NOTE:The EPS application can now begin.The•Parex USA Mechanically Fastened EIFS systems are done with standard tr (flat)EPS board and this:system.requires.mechanical O O • #astening.. . ' sA When mechanical fasteners are used, Parex USA requires ` �� using EPS board that is at least 1-12 in.(38mm)thick to ensure prbper negati,v,e wind-load resistance..Use only �--�z' �r '�� fasteners approved by ttie fastener manufacturer for use with � EPS applications,foll9w their fastening pattern(Fig 12'3)as a Fastentnn Pattern A minimum(or the pattern specified 6y a design pro.fessional) Structural Sheathing, an�do not overdrive the fasteners. Masonry and Concrete � Only. l'he rules for insulation.board installation with meehanical fasteners are the same as for adhesive applicatiori.(5tagger vertical joints,don't line up.EBS board joints with sheathing INSULATION,BOARD joints,etc.),Therefore,referto ttiose steps described and sho.wn with the Standard EIFS, Mechanically Fastened'EIFS;: I and Commercial Drainage EIFS Systems,6eginning on page 4 Q C� O and continuing:through the finish and sealant application:on page 14,If aesthefic grooyes a�e planned for a mectianieally attached project,plan ahead for fastener placement so they � O O O don`t interfere witli cutting accent grooves.Also,when basecoating mechanically attached projects,the fastener , head"s must h�pr�z-spoffed witfi basecoafi prio�to the mesh 3• ar�u-oas"ecoat application. � - '- -.---- - "-i_—d�_- --__"_ - - � 5" �----15'---�--1G----�+-11'�^t � Fastentnn Pattern B Required for Flon-Structural Sheathi�g.Optlonal for Fig. 12:3 � � ,,:�:... :; Basecoat Application over.Track Where ends of fracks meet,.apply rectangular patches�of "`�"�'" `'�� rtiesh approzimately 6 ip.by 9 in.(15cm tiy 22cm)lo.ng, �� u;�:: entered on the.track joint;,to provide a double layec.of inesh I � . �..r t �� at�these(ocafions.(Fig 12".4); �� ` � ��\ Ensurethatbothfhereinforcing.mesFiandthe.basecoat � �� i �� overlap the entire perForatecl flange;of track used in�the ��. �J\ . � insta.Ilation..Ttiis eff,ectively closes.off the_insulation boar"c�` � �� : � edge;.formingan:aesfhetically�pleasing�terminationthat � �. �- -.. �� ;` � p�otects"#he sjrstem f�om moistu�e.penet�ation. � �.� � Warning:Failure to apply the reinforced basecoat as o,utliried �i above could cause�racking,and/or moisture penetration at y a these locations. ' � �. ' 1 Fi . 12.4 9. , 21 ' P1qR,EXUSA 1 &+UlN1R SHfA7HBW — ' ' 10.Installation of Metal Flashing:VERY IMPORTANT!,!This �a�,� °p„*u�,o,�,�� head cap flashing must go UNDER the Water-Resistive (' � ""°"`""n"'""`" �� Barrier, NOT ON TOP OF IT.If nailing flange-type(self- .� flashing)windows are.installed,the head flange IVIUST "'°�°"`""`°"°`" GO UNDER the Water-Resirtive Barrier as well. ��a Fu�.,,o,�,u,m !� ' ovcn r,aaaia rw 11. Installation of Track over Heads(ONLY ALLOWED ON ,v„�,,, __. COMBUSTIBLE COMSTRUCTION-CONTACT TECHNICAL SERVICES TO DETERMINE IF THIS IS APPROPRIATE FOR � YOUR TYPE OF CONSTRUCTION):Vented track is cut � f2CTDHA�A to extend 12 in.(13mm)past either end of the head ,,,�,,,,�o,.,„,,,,, �c,�+ae of door or window and installed with its vertical leg �""`"01O"` ""°°"'"'"""°a"G'r' BEHIND.the StuccoVVrap and 1/4 in.(6mm)to 3/8 in. F�9 �� (10rrim)above the metal head flashing(or head of self- � flasfiin windows to allow draina e 9, ) g space.Add Flashing Membrarie"tiandages"at bbth corners.(Fig.11.11) METALFLASHING INSTALLING WATER=RESISTNE BARRIER ��: �B �=�`::'::': � ;:=:;�:}: Water-Resistive Barrier shall be free from holes or breaks - '"°�'�' ` other than those created by fasteners over sheathing.Apply - q,,e StuccoVl/rap or approved.equal over sheatFiing at all areas i' �, ��'r; � to�eceive the WaterMastec LCR system,or code compliant �' �:=ri; water-resistive barrier for LCR-GX or LCR-DM Systems in - '� �� accordancewith manufacturer`s instal.lation instructions. Lap '`'' VVater-ftesistive Barrier over the batk.leg of the venteci track �; �, 's;�;; � at the'bottom and at:vertical edges.of tfie sysfem. �`'`'{ '� � =:'r�:� � :;`:�. 1. Install rolls horiiontally in,a sfiingle fashion working �"�': �. :; from bottom to top.'Eacli succeeding course should' ,.fs;.;':�`:;�:: �' �:=.:;::::{,i,,::;:�.�:� overlap the.previous course 2 in.(51 rrim).minimum o� «�?�` - - '�~ `}�•^>��`:L;?`�'�' <��,::��.::�. �:x; <-:.:,� ::<;: : in ac r , ::s:, :�5::::•- '��zi��-:<�:;:;rz<;:%:,.'i: ,. co dancewith,manufacturers instructions.Parex ;:`;�;;;��';r�;";.' .;^��:r.;.., ,:,N;,�,,�;;.;; :�:,.M.;;;�?:�%�%�>:;;�;:w[;?�:��s�;�,3;<:�`.;;?.::.,.:. USA suggests ma�king tNe locatic:�o_i.he sheathin ^r�_�;::s�:;�`�<>«;{'�'��{<ti.[�:::h:'� ''�f:{titii?i;i+:}F:.L��:}Ert:j^y:;',Y,�\, g fl',•t:.ay,-•.�;,_�..,,.�,'�%.�.,A.,B�t1,;....y�,-:,,�.. :..<;ufr::�..��:.:.,yt;.•,;,.�,�;;.}.�.:<c i board joints on the Water-Resistive Barrier as y�;.� �:<>..>>�iCr�%,}.k��;;::?.�.::s_;.,:k.�;��F3;<{t:,:a<;,�:��f:;;;e:��..>.�:f>r;�:; proceed.0 ew• z:>•:�:�;�.��:::�>.'>:;:;�•;s::;;;:<,::;>:.�>:.>;<�<;;;;��>�::�>:�M;�;s;:�:;;?�::�:.i . p th aIF.`i.nese markin,gs can tie used as a _ _ - � •::�• ..��..� .:.�°.�.::.>•...:..,..�.. :�:��;:�:�:�;;-;:-:;;:'a�:n�::v;:�.�;.�.--,�.�«:.<,.:�;�:k.:,.: _ reference to�prevent.the alignment of tlie insulation. �'�={'��:��_::��"�:::��s::::��::zs;-�z;:�::r�:;:�':�as:::s•^;��<<f^�v,<h� � board joints ariii.the sheatfiirig,6oard joints.NOTE:The Fig 12.1 strips of Water-Resistive Barrier previously installed.at � the sill and jambs overlap the VUater-Resistive Barrier belowthe sill for positive drainage(Fig 12.1)_ nnerA�Fu�sHiNc 2. Continue to lap eaefYsucceeding course.as illust[ated r•:: q,e rt:;:: �:;:.; ....;.:: � for positive drainage.Where'verticalsplicesoccur,lap • r��:_: :4'G'✓r .� .lR7lSMh} the Water-Resisti.v_e.Barr',ier a,ininirnum�of 6 in.(152mm).. Vertical:s lices in the buildin �:�{;�:� �� p g paper shou(d:not occur � :';.;;, . , ;;z,.:.. within2in._(610mm)•of,windowjambs.Offsetvertical - � ,` .ti�.r splices in succeeding.courses by a minimum of 2 in. , � (610mrri).NOTE:The succeeding courses lap oyer the � 'i remainder of the 1Nater-Resistive Barrier jamb strips ';:�:;� and the metal flashing at the head.Apply sealant at '� � ;`?::; � ,, r;;?; penetrations.of the Water-Re"sistive Barrier(Other than _ � _s;;. � those_made by fasteners)'(Fig 92.2). '. ,� :;;;. :.�:: ..... ..... - .;.... NOTE:1'he s`teps illustrafed here show how to effectivel install "�"" ��` �� y ��«, . :: ,� ,a,�.,�....,�. c;�:_;: • =�:;:,�:a:��r�it:cz:s:;: :;:;:::;.;•:;::; :�:r=�:: rough opening wrapping and the window.and door pr.ior.to the >^�a: •• `"::>%�w�.: ��;;��:T:�'�•?'�'�`� .".r.,4�i::�..:^".:c:;�ti;;w3Afw::Y:{.;::h::..`:'`:;�:,.y,�.s fi>.?�?.;.'•nt:?�}za-:; installation of tfie.Water-Resistive Barrier-on the main structure, :.:�:;�s��.<;�;F:�:��:�>;��:�>::>:�,:r;s.��1;:v��::�:.`v:�::��.��?;:?:�:�=?�=:�?:; :�3:�<>.�,t�t 9�'�x�o?��'�.� .b,'� � °s irt�.i':y;�}`:'`2�� If the building'sequence is such that the:structure can be covered ;�,k,,� � , .�.� {��''�,�..� � ��'r;:;'::-:.;.. .;•�:; "';�i:�;£v.:,�•{,'•.�p+`��F r,�t,F':�� ,3:£,�v''S'2;�'".�`�;k'' with the Water-Resistive.Barrier first,follow the manufaeturer's ;L;:•:.,t:��-,;�µy'fi^v��;�:: •,��:��,��k:�';�4:� ins.fructions for the pro ,e�se uencin ".and rocedu�e to install •`�`^•�•-•�•"`�-�'�•�"""��`�'}�=��-�'�;��i.-«�•r•<:•r:••r_,-«:r�:.' P Q. . . 9 . P. �:::::=f>:::;�'•:,::;.::::r�.,�.s:,'::;:?;:;,r�:2'�;::}�:.:;t..s:��-r•xz:;;;.u�:.ii=�:.�rr-;.�, � their products at rough openings.The important fact is that the - proper installatibn sequence is followecl by.all trades involved so F�9• �?•� the window or door,once insfalled,aet`s like a roof.shingle and proper lapping of all three components will•always shed water � to the exterior naturally. 20 � � � . _ . P,P��E�U�,A. . , 8. Cutting Vtiater-Resistive Barrier far lam6s:Cut Water- �c�cwp++�� Resistive Barrierto fit rough opening:jamb(Fig 11.7). �r�r � �•f,a«�>�,� w , , -.. �x-,� ;��,: {30-3 cm} ��, , ��,^� f6Ld„'�t a<'`"�r.<,, � � •>ii:i:�;.�±'� �� `"`'`�<v#r; ::I Sa.:�a,. i7� `��f:'�:�':r< ' � �o rNMy'�}?V.`'�, ' `.++�1{r:=';:�z�,: +t;=<�:'''� �� ;a i`�, (�0�3�cm5� ) �y�.�� — . Fig. 11.7 7, Installing 1Nater-Resistive.Barrier at Jambs:.Fold Water- Resistive Barrier in#o raugh opening..Bottom leg must � �;�� ;#;3y ��a„� overlap first.layer.Do not staple irri,m.ecliately tielow the �:��t b�� sill/jamb:corners.(F�g 11.8). ��, �,, �`��,��-.�;; x�.�; ,�. ;�k: xa;�,�� ;�-�� `�'�t` �;�'; ��,� Fo�o►�zo '�� ^".`'�.��'r as+£NtNt� ,,. ��. �� t '�.fi' c �� `'?'v OVERtRi�FiR$TtRYER � �'�'''" --' - �:� d6tdOTSFA�l.E �i r ' '��; HwREt 'i�.��k:bi�;t��.rsfi��;?34:°";*bxi'�' . �r� .. � Fig,.11,8 -_ — 8. tnstalling tfie W'sndow:After the strips af Water- , .x.;: ;�,�� Resi"stive Barrier have been inskalled at the sill and �<:<r:� ;.�"" i�,> �f�:; jambs as shawn,the window can be,installed � ��' ��``•Y¢ (Fig 11.9}. >�;` x � � '� � ��:: zx�:: 'i � js:�` if v�x ,}.�>�"s: '. GryJi}:ti � , �'��^5� � :C'�i"a• � ' �� ;�� >� �' '; , �''�? �� `'° � � ,, ��. �� i � , ;�Y><: 5.t4.,';' ''' ^'�� ;,a:�.x•,.. .,,. ".=_-.:....�,.-'.,s.. s ?ti�3si�:`&�a",'��nY�n,'v.'.F${::ce�!^�.+4{ . ,„�.ry.�.as.,lv y,�,�,� . . .. •�`�� 9. Meta1 Plashing Pra�te:The flashing aEiove the uvin¢ow � Fig.11.9 shoufd be:fabr.icated in the prafile;shown..Elashing iiraaterial shoul..ci be corrosion.re'sistarit and comgatible „��QF with other constr.ucti on materi a(s(Fig,t 1.i 0).The �`"'�,suura►+so�no length .o,f the cap flashing must be at least a's. long,�s � �" ��+��'� the top.of the windaw and may be up to IR in.{13mm} �� I�� de-r�� langer a.t each end wtien installed_(not mar�datory). � 1 -�- � � � NOTE:Head flashing is tjipically the respansibility or tlie window/ Fig.1 L10 door installer not the EIFS installer unless that is clearly inditated in � contract dotu'ments. % 1� � i 4. STEPS FOR MECHi4N1 ��5� � CALLY FASTENED,EIFS � FOR LIGHT COM_MERCIAL AND RESIDENTIAL CONS7'RUCf'ION ' NOTE:All WaterMaster LCR systems require waterproofing of �'� all openings prior to system application and 1-12 in. (38mm) miriimum EPS thickness: � INSTALUNG VENTED TRACK. Vented track provides a means for incicJental moisture to escape at the bottom of the system. Install vented track Fig. 1'1.1 � along a level or plumb base line approximately 6 in.(152mm) above grade or 2 in.(51 mm)above pavement. Install above d flashings and at expansion joints,Attach the track to the `s„ T„a,c substrate at 10-12•in:(254-305mm) intervals along its length �� and insert splices af all track joinfs.On Mechanically Fastened EIFS installation of the Water-Resistive:Barrier must lap into the tfaek; sranE �«aa 1z.,S. �� TOP lY .� � O"n sheafNing substrates,fasten tF�e track through the ' ';;'�- '.a ?�a„� - sheathing and into th�e,framing. Use corrosion;resistant `'`�'" �' ' � screws; nails or mason ahcho�s as a "�"`"�1A7VCO1"`"'' ry ppropriate for the substrate. Bottom of vented track shall be not less than 1 in. Fig.�11.2 (25mm)below bottom of wall framing(Fig 11.,1). � � At this point in tfie_construction,s,heathing must be:on vwHco,n,� the buildin 1NINDOWS AND DOORS MUST NOT BE IN �oucr�orErviNc �EMBliANE•BANDAGE� 9•' ao»�eo ar cow�Etas As PLACE.Vented.traek sliould.be ihsfalled at the bottom sHowra ' termination poirit. ��,%`"'��;;:: ,�;. '.}?:�y) ':t;:.:,;...`, . ... The riext ste is to ro erl wra all rou h o enin s with "�: �1{��`,`°:"��_:;�.�;`°�3�`i�r ""'�'r�K sn�ccoarru►w P P P Y P 9 p 9 ; :�:x� ..,�,��;:v��:4�,�:;;s��;;:.�:.::i Parex USA Flasliin�.Membrane or S.tuccoWra FlexWra T'" , �;}��s.-k��=� f ��s`'�=='.$'� .�.,;{:`.�.":: .�.....�.,�:- � �z:xu��:>... . 9 p� p :��:�::f2�?�>`�.��s�'"�....., ... or Reinforced Parex USA,VI/eather5eal.Closely folfowthe ' 'W'��,�"""'`"`N=� � instructions below: Fig. 173 Parex CISA recommends an adhesion test of the Flashing Membrane on the subsfrates. If adhesion to substrate is. found to be.marginal,a primer shall be used#o ensure CIJTHEREt CUT HEREt � �;:;;?;i:::::=h''r:'.''c=r'•::r:::=r- �:-'c;<_...-:•:<•:.. optimal adhesion. Nletal sui-faces may need fo be 2 r�:>;��;;_: �:•:�h;,��,,f;:{�.r`,::�:=::_< / solvent wiped.or abraded to achieve: ood.adhesion.The '`��•��.'X��'��jvs:�. :+:�+ii:::��:.•:•:;i:Yu4.r:;; ii:�i:�75:�::1%::'.��.'-��'o:n�ii` �!\��r.m recomm n g ;:. .:�:�:; ;w:::�.:::��- :��:�;:s:r.�;�::��:�-�� a^a5 cm e ded rimers used;with 365 Flashing M �"�'X'' ''��'` ' "'' - `�}``'��`�'' �?�r��`�'= { } P embrane, �.�;:� " .��;�:" .:::::::::::::�:.' <i:ii�:?v'i:�._;�:5>;3 --�....... ...:•�:rfi:�::;;:4 are the Protecto 1Nrap No.6000 Water-Based�.Primer or the -:"^ `:::�':t;��:x :�:"��::`��"r�:`:��'.�.�:�,:K.� ' Protecfo=Tak Spray Aclhesive. �4. '��•` ROUGN fRAM� 4. Z•�gcm� 1. InStalling:the Corrugated Water Resistive Barrier UndeK (�ocm �P��NG��TH (�ocm� the Sill:Cut.to'C2.in.,(3,05mrri)and,approximately Z in. � (610mm)irvid:e�than window and staple into.place at Fig. 11:.4 fhe bottom of.fhe ro.ugh opening(Fig 11.2). 2.. Installing IVlembrane"Ba,ndages`':Cut"bandages"to ,,_s9 FOLD UP , 4 in..(1Q2�mm)�.x 6 in.�152mm)�.Peel protecEive backer :`�,�h.:�,}: �••:•• frorn the membPane and:install diagonally at sill corners /e� 5�,;�;;.�-y? a s s h o w n..S hea t hing or Corcuga te d 1 1 1/a terv Resi s tive ;:;, ;;:;:�'';� F o►.arosioE Ba"rrier should not 6e visible at ttie corners of the rougf� -°-� • �� x�� •�:x.�;�:$:.a�� y?:�:�:3�:i•':�:::: ;�; ,{s• ::�. ,,��,:.;.r.: , operiing.{Fig 11.3):This step can be skipped if a:"T"strip ��:fi�a;�;;�::�;vh; of Parex USA 365�lasfiing Memlirane is,applied,in the �o�n oaws so� -�:::�.�:;'y::fx:::Y: ....�.��:::�«�. comer and over the Co[cugated:llVater-Resistive.Barrier. Fig. 11.5 3., Cutting Flashing Mem6rane:Cuta piece.of 365 Flashing � Membrane'8'in..(203mm)longerthen the rough opening'inridth.Make two small.cutS 2 in.(51 mm)long r+�,s�Eaoker�o fhro.ugh the membrane. rarHesHEn�cHaewo ,�;: ��{: rniraaaex 4. Folding Flasfiing.Mem6rane:Folc!membrane to . ��:j: � ;�::..��. conform with rough opening..Peel protective backer ••• �;.�: •. raeuswir,e•saHoac�- :•<;:;r, from rriembrane:to expose adhesive(Fig 17.5). ��w'by,��x=>:�.�:'�; �,�+ �SuS::"y,�.',��ti'�`�+S:Y::n :X-.'•:+h'< 5. Installing.the Flashing Membrane:Install the"self �;�?k'�:�';<::`��Y_�,¢�:a--�ccowRaq ��-�::<;';.�� sticking" membrane attfie rough opening. Memtirane `�'��Y�`�-`' =x,-:�;,�w.,:�:.«, should lap over the previously installed "bandages" Fig. 11.6 and Corrugated Water-Resistive Barrier.(Fig 11.6). 78 , � �1 =-� - PAREXUSA I �=, - More About Sealants Sealants, p�ovide two vital functioris; � 1. They effectively seal joints between abutting materials against the weather;and 2. They absorb ttiermal.expansioh and eontraetion:ln � general,sealant joints are constructec!similar to Fig 10.1. Parex USA requires the surFace of the rystem .' which will receive the sealant.to be either mesh- c.;::i i;.;':::;;- reinforced basecoaf or track.Do not return finish ' �'''`'� ��=•�� '�`•. .� , into the oints or other areasto.receive sealant. :�:� �::,:::�:�::''.; - 1 - ;;'r;;:`':,i i': Sealants ar.e applied.in strict conformance with the. r _ _ _ :::::� ,:::�:::::::::::::::::.-.:::::_�;:::::=: _ ___ _>.s 4Y_�u. ____� sealantmanufacturer's:recommendation. � � � Because o#the wide variety of surface matetials and_ 1 PARIXUSAAOHESIVE� conditions,check with the sealant manufacturer to ensure E� pAREXlISAFINISH compatibilify of the sealants to tf5e surface(s)to which� Pnso:u�aeasecoar— they will be applied.S.pecial surface preparation or,primers wcr�RaHFoseiNeraEsx may be necessa.ry.NOTE:Parex USA Basecoats and'Finisfie3 ' EMBEOOEO must be thoroughly dry before sealants can be ap,plied. Fiq 1.0.1 parex USA Ceroenfitious,Basecoats,require a minimutn drying time of three days and.longer during conditions ' of cool temperatures or high humidity;:Rarex USA 100% iAcrylic Basecoat and Finisfies may�equire#urtherdrying time. � . � - - - , � 1 � 1 r � � 17 ' PAREXUSA � i PROTECTING'THE SYSTEM AFTER INSTALLATION � • Plan and fiave ready for immediate use any protedive measures required. • Immedia.tely after installation protect the Parez USA System from weather and other damage until all � sealants anci flashings have been installed. • •After each application o.f the basecoat&adhesives and finishes,the ambient aic temperature must remain a`t � 40°F(4°C)or higher for a minimum of 24 hours,or until the coatings are coinPletely dry wfiich may fake seve�al days in higli tiumidity.and/or cool weather. Altfiough it.may not be outwa�dly apparenf;freshly ' applied coatings that seem hard and dry on the surface often requi�e protective measures to ensure fheir proper cure through their entire thickness.Take protective. measu�es,especially if'freezing temperatures,rain,snow o� , other.damaging weather conditions are I'ikely. Temperatures below 40°F(4�C)can slow ciown or stop.the ' film formafion of the.aerylic polymers.Damage from eold ' • conditions ofiten remains.undetectabte in the short:term, ' , but sliows up.mucfi later as the coatings,crack; become , crumbly;.or'delaminate.: Like eiccess'ive cold, precipitation can affect the proper � curing,of coafings, but its results can be dramatically fast.A _ sudden downpour can wash fresN uncured coatincts directl'y,,,.--- �" � � off a wall. �'"'`" As circumstances may dictate;work a cc ording to the: � weathe�or provide appropriate sheltering;such as fenting and/or tarping.To,maintain proper curing tem,perature, suPplemental roeans of heating the tempo�ary sHelfermay. ' have to be used. Flashings and.Sealaht5 ' EIF systems,liKe otti�e�weatFier-profeetiye wall'�nater.ials,; rely.on flashings and sealantsfo prevent mois#ur.e entry beh'ind ttie mate�ials;Moisture liehind tFie syste�can lead to damage to the interior of the wall..On.moisture , sensiti've subsfrates, moisture can cause delamiriation of the sysfem or loss of substrate attachment.. � � r � 16 � � 1 PAREXUSA � 1 _ :•: _ •�.� •.:.:? • '�••: � �: :•°� `: Applying Parex USA Finishes >'Y•�'4:��+al!iiw.r'.i�.+S,,',!!� � a•:KC�.�r.:'.yi1�,.'�w•r�� 'i�'�:'Yi''. 3 . .:.�;;'?ti;�:�. '•:J�;•'�,i-'..'�.xF;t.�`,"--+f%; •\i �F.,;-- rF; c.. , r•.••�• - ��="�5 �_ •�,:;�, ��••= h•�"`�� ?�%a:�-:`• Use the same tools and techni ues to a I and texture the Y �`C... T,..;a:• r _ � ��'s 9 pP Y -;��;�,�:�:��::��r,;��.�" �.,.�;�'w`w';,�:,;,�; ,;, ;4:•':;t�>:�:; .��::We-•�• ��;�;.Y.�-•.yM��y� finish as used for the approved samples. ;?,i`::�',>'s'_:r;^'¢'r `;.. . ;.�t,,,•::. � • .� u�.�`i'.: '`i�:�ya:•..: '�..%;.":< i`;�,;;.,•r� -��:.;.� �•'.�--;�:�;�:�.� Apply Parex USA finishes with a clean stainless steel trowel .�vy�.i:: � w I•,��..•,•'. �l t'�'S: 5j_ ..,. ..;.�. 5�.. `,�: �::� (Fig 9.5).The thickness of the finish application should ��Do�� ..�. .�r:::.� D ��?>,..�� "��'�=''�� equal fhe size of the product's aggregate.Variable Texture ,>:... ��1�':=:� 1 'oi;r!: - '=;f,•+ '� r-�;;4: �y°�i�r>�;; Finish can be applied up to 1/4 in.(6mm)thick at thickest ;r��p'`• '•=v{i,;:.�. ;�� .:.�;.f;., ;;,�r�,.,.�,,�; part of a texture pattern, but its average thickness is �;,, :;,y+;��:�;:'�:'. limited to 1/8 in.(3mm)maximum. .�l � `��t l.xfi.�:3 �..: . .a �It:, .1'±K:.�•+1Ka� � � .:.`i�:.�;�:My�"r,t. �t':y�S:y x':1\:v t: sif:-...:�^c:' :..,rr'-+;�iq��. ;'3: , ..Yi.,:c;� ' Fig 9.5 . �l • r... // �,:-• ,`,. , .��/. ";: ' _ � �i i / .Y::,::. 'p: - •'•`��5;-: :::•:!� Do not apply finishes on or in areas to receive sealant. .,, •`:��'�.'-�%` 0 To ensure that the application remains consistent,a ' . -:;"' ` "wet edge" must be maintained at all times between :�;;- termination breaks in the wall area(Fig 9.6). .S� ,f � � . .. . ..., . :i�.: „ ; _ .:; �__ _ -- .i� .�4��:..^,� '��'r.' �!�.�!23�P.+' �� / -- - ..`�~ �� / 1 `,. 'r,('��' �:r i: .O O��t�_ `�� . , •.�� , <'r�� :" Texturin Finish •.:.::•.�::, 9 � '''•� '" ��i �i, Parex USA Swirl Finishes can be textured using a hard plastic :;�"��:'� � ' � float in a uniform circular or figure eight motion(Fig 9.7).To I ensure consistency in the application, all applicators should Fig 9.6 use the same type of tool and motion to float. During texturing,frequently remove any buildup of finish 1 . �. • � - . . on the plastic float.For best results,two passes with the plastic float are recommended.Warning: Do not allow . • . . - water on the float or wall while texturing.The additional . � ' • � , water from the float may result in a visible color difference ' • " '. . � , � • when the finish application has dried. Parex USA Variable Texture Finish can be applied and �� , textured much like other plaster type materials.Using Q/Jp traditional plastering methods use Variable Texture to � �f/J create skip trowel or stipple effects. Remember:Variable `� Finish should not exceed 1/4 in.(6mm)at its thickest point ' ' ' • and should average no more than 1/8 in.(3mm)thick. . . • Parex USA Sand Finishes are used to achieve a relatively , � _ . uniform texture.Apply,then texture these finishes with a , �. , . stainless steel trowel or hard plastic float using the same • guidelines mentioned for Swirl Finishes.See the Product F�9 9'7 Data Sheet for more information. ' , 15 � � F�?t1�2E�USA 1 Mi�cing Parex USA Atrylic Finishes , Stir to obtain a homogenous consistency using a heavy duty 112 in:{i3mm}driil with a rust free mixer at 400-500 RPM(Fig 9.2)./lvoid air entrapment. � To ad}iast workability,smail ainaunts of cooi,ciean, pot'ab(e �� water may be added as necessary.Do not exceed the amount of water recommended on the product data sheet. If water is added be sure that the same amount is added to � each subsequent pail used.This ensures color and texture consistency, , '~,'_ +"' . � :�-:� "��;;:a s,:. ,=� ,;r_ Fig 9.2 � . � Use single,batcti numbers af finisfi.w�thin a wa11 area definecl by.corners.Batch numliers are.marked on the pail. !f changing batches witliin a�nral)is unavoidalile,fihen � intermix batches#a ensure consistent product.(Fig 9.3). . , ;,��:: ' - �,-�,�`f£=;'jiA ' _'-_ _. _ �l^• " �, � � Fig 9.3 Assessing the Finisfi:Application � In assessing the finish•application, keep in rriind;that the rnaterial rsiusf be applied coritinuausly`foi=E�est fesults. 1Nherr possible, plan�the day"s=work to best take advantage of terminations in tfie.wal,!p,'lan,e:For ezample:w;o.rk � between calumns,aesthetic joints,expansion jaints, .;,,...,, . carners;etc.For la�ger areas:s,ufficient marip"o"virer must be .�;��,� � ;i�'=:�-°';,-�' :.��°'•'" �'�:-:�`;. �'`� assemtiled taensure an free of cold s' /�� ., .';.�- ';�;'^,'`., �%i%�i ��.. application joints and � : 1:::.� ��:fr,�� .. r � . .:r�;.�.. ,.{:z?.-;:5-• r/ staging tiries(Fig 9:�). _��:,.; �` `,f`r�._.:: . --:,�,�, f :�., •;�": ' 'l�. ��Y.. ^�;�.l`: �: `_ �i'`C4,'.a. �"�� .�. .r �,4'2�y± � Direct sunligfit,wind;temperature and humidity can all ��'-� �`^^��: '� r;��7'�'':'- :'.��' ��: �:�".�` :;, . ': �;: .,>;. have an.effect on the warkabi3ity and drying:time of Parex ''.*��;`_ -�'�=4t�' ��''.tz`�� •�::;_:,:'.". - USA:finishes:.Wkrenpossible,wo�kthe.shadyside f ~'"-t� �'�� `��•" '��`��ro••• •i buildin o the: � ��,'. '��,.,.�` ',� .ti.;:.;, i;. •,.: ,�'t j .{: __' '.T.._ "a ' `t• •�r � g or'tarp the scaffolding. . �=' :'�= -� �% ;.. = _ � .._..-,.:-�.;. -,:,::.,�:_ - ...,..: :. Fundamentals of Successfully Applying Finish `';��.";` -��'�:+ " .�. , , . /// ..s.., �,�i;;�:.: %'/ ..�� it�: �:. �4:. 'v ..t,Yw..:: ?.i / . +Get sarpples app�civec!aitd signeci liy:the custainer �I. '1'�` . >;.�f, ;��.`:�..� � � 't be#are the#inish is made. � • Boz finish frain di,ffe�ent tSatclies: p •Run one ba�eh of finish#rom corner to corner. •�Avoid'application in directsunlight. � +Always rrvotk#o a wefi edge: • Have sufficient manpower to wark,a job. Fig 9,:4 •Stop war[�at a fermination point. � 14 � � � -_ PAREXUSA 1 � FINISH APPLICATION ' Before the application of the finish,the basecoat must be dry and have cured a minimum of 24 hours or longer as required by conditions or in accordance with the product data sheet. Examine the cured basecoat for any 1 irregularities.Correct these irregularities to produce a flat surface.Review environmental and application coordination sections of the General Requirements.Work on the shaded side of the building whenever possible. . , Primer or Sanded Primer Primer is optional,except if specified,when applying finishes to cementitious basecoats.Primer is applied to minimize cementitious basecoat water absorption and ' the risk of efflorescence,and to provide consistent color under the finish.It also eases the trowelability floating - - .,,.; characteristics of the finish,and will improve the coverage ��: ,<;,.:�: ,� ;:.. �-<•` `;i:_- ;��.��. of the finish. '..}+`:�.�;'_;c.:::.�::�+;.`>;; ,. . ' ''�� ,._ "+^,�''�•;.;_:.,;'..;'..:;;:°e l - , ;.-'' -�-: :; ,:�..,;;�;,;��, � • Parex USA Jariance VariPrime Sanded is required for ��:�� ' "� 'a:' • ' and Tuffstone Granite Finishes. :,�. '��` �}'t:'i<,"'�`'. Cerastone,Spraystone ~'�r)i.`;ti�-��.��"e \:~-\£[Y., ...�.:�:' ' ;;:.:: .*`.`a;�y�;;::�;'-::��'�;'ff...i.; Mixing and Applying Primer . ?,;; 'q �• :::-,_ � . :• :=�. •:�:.: ' .�.. tt\�:�.:,u" : 1.. .,••�;�..4'''��:��F•:_'r `�.� '� ' ^�'E!� Mix the rimer thoroughly with the appropriate mixer and I :•• k.�..x:.;�..:^.,. _:..,;; :��... ,,. P °`'"• ��:-:��"i.� �y '*t'=.:�; ad'ust consistency with up to 2 gal(3.8 L)of cool,clean oo�� .�- ��=�� i=� ��- � ..��::�:� ;�:z;-;;��:•..��"',� ��rt` potable water•for ease of application.Apply the primer ':;��; :�.._r.;::;�.,? -:•.:...� � :�;.;:;:;a;;;; ='r�'<.,;_;;:. by eithec rolling or spraying with suitable equipment in ,.;,.,,, ;.� .. � ,.;.. � _;;;:..:�,- : �• ,:;j�:f�'�x'-r...,., a continuous coat(Figs 9.1).The primer does not have to "'�"'`""''��'��' look like a professional paint job,but it should cover the `h�;Ja`.:.�:_"..t' ' ..,..* ''. ,;:...!a;cry;x,7.rl1;:r'�'�•:. �r•' ;:�:':�:;,;,,_<�-:';��--"�•',:w;�,�,; basecoat.When cutting-in with a brush around edges of ., ,,, d,. . �,'•:^; "•"�>:�•;z`=;=;��'�:;• -'1� the system do not allow a buildup of primer. If a buildup is � : .:,^' ,�=._ �'-.ti�'��^��.. .. ;,'��r;.-'; ;�::.<;'�� present it will produce a visible and unsightly difference in '�.."�'�" '�� the finish applied over it. Fig 9.1 Cerastone,Spraystone and Tuffstone Granite finishes: 'form with n 0 us t be uni 're d an dm , San ded Primer is re w q � variation in appearance from basecoat showing through. Sanded Primer must be specifically tinted for Cerastone, Spraystone and Tuffstone Granite colors. 1 Parex USA Finishes Parex USA offers a variety of different finishes in a wide range of colors that can accommodate a variety of texturing techniques. Each finish is acrylic polymer based, � pre-mixed,and tinted for the requirements of any project. • Swirl Finishes are applied with a stainless steel trowel and textured with a hard plastic float. 1 • Parex USA Variable Texture Finish is a high-build •The Parex USA Sand Smooth Einish cannot generally product that can be applied using various application be floated.Texture will be"as-trowelled".For the techniques. smoothest application,apply in two tight coats.Allow . parex USA Sand Finishes are applied using a stainless , first coat to dry enough that it will not be disturbed during application of the second coat.When second steel trowel and textured with a stainless steel trowel or coat is partially dry,trowel to desired smoothness. a plastic float. Light,consistent misting with water during smoothing .The Sand Fine Finish is less forgiving on irregular � will increase smoothness.Variations in color tint and substrates.Use extra care on the basecoat to control smoothness should be expected. consistency of the texture. • Using the appropriate spray equipment and techniques, all Parex USA acrylic finishes can be sprayed to achieve a � wide variety of textures. , 13 ' PAREXUSA 1 1 IMPACT MESH APPLICATION In.areas requiring heavy duty impact protection, Parex USA ' offers two options:.358:20 Uifra High.Impact:Mesh;which is 20 oz.mesh,and 358.14 HigH Impact Mesh which is 15 oz.rt5esh:Requirements are gene�ally outliraed in the job's specification and are shown on the drawirrgs. , At areas specified for impact protedion,apply Parex U5A basecoat approximately 3%32 in.(2mm)thick to . � the insula#ion.board.Immediately embed Parex,USA heavy . , . duty mesh into the wet basecoat. - � Eciges and ends of heavy duty mesh must tightly abut one a;ri6tHer: Do nof overlap.heavy dufy:mes�. Eithe�allow the liasecoat embedding;tlie he,avy duty mesh � � to.dry completely or immediately embed standard mesh o�er it.Unless standard mesh is immediately applied, cover heavy duty mesh completely with basecoat,allow a minimum of 24,hours to pass,or longer depend'in_g - � on conditions,priorto apply.ing.additional Par.ex USA coatings.T{iis allow"s the firsf layer of 6asecdaf:to:form a positive bond. Examioe the hard'ened first�layerof basecoat#or , projectioris of loose strands of reinforcing.�rriesh.Correct as necessary to produce a flat working surface. ' •- � y.:e next step is to apply a second laqerof basecoat an�,tc�--° -"` - ' ' _ , embed Rarex i;�r'-�o�5 5.a�dard.MeSh: �--J- - � , _ The 3S5 Standard _M.esh joints must be offset a.miniinum of 6 in.(15cm)froin the joints of the previously installed � heavy dwty mesh:Standard and'heavy duty mesh:ends and � edges should never align. . Intermediate Im actRe"sistance , P _ , � For intermediate impact,�esistance,Pa�ex USA.358:1Q Intermediate•Impacf Mesh is applied�in the same manner.as high impact applications,followed�by an application of 355 ' Standard Mesh embedded in:basecoat. As�an afternative;wlien specifi'ed,Parex USA.358:10 Inte�med"iate Impact Mesh can'be e_mbedded into.wet- basecoat-with edges.and ends tighfly abutted. Immediately- � following this,procedure,Parex:USQ 356Short Detail Mesh strips:are centered.over the butted ends and edges bf tiie 358.10 Intermediate Reinforcing IVlesh:Additional basecoat is applied to'feather out the ti�esfi.joints and to.completely � embed:the mesh to produce:a;flat; unifarm surface. Intermediate,mesh may also be overlapped a minimum of' 2-1R�inch.es,.howe�er care must Eie taken to arioid a tium� � in the basecoat at�this termination,and.the basecoa#must be feathe�ed onto either sicle. r � 12 ' ' 1 PAR.EXUSA _ �=��- 1 , :.- ' APPLYING BASECOATS To begin this step,cut reinforcing mesh to workable lengths. � � . ,r�: Standard Mesh ana Basecoat Application Procedure •�„�;�i: �a All Parex USA Basecoats are applied to the face of the .;:. '��- � insulation board in the same manner.Using a stainless steel ' :�:.;a; '�'' trowel,aPply an even layer of basecoat approximately 1/16 <-�;:..: �.,,.. •:-�.;-�:..,,�, in.to 3/32.in.(1.6mm to 2mm)thick onto the surface of the }:':�'�:�;''`• insulation board in an area sli htl lar er than the 33 in. •;,,. � �.�.�. 9 Y 9 � ,�:•�'-��'`= (1 m)width of the reinforcing mesh. �'�•k'Y�=..1�..;.1 , �;;�^'.y;''`'a'� Immediately embed the reinforcing mesh into the fresh ;•�--; �t,,:;;.. . ;a_::..:,�,..: ••• .�;;'r� basecoat,trowelling i:froni the center and outward to its '.��`��':��*�� edges,cutting off any accumulated excess basecoat{Fig 7.1) �'�,�:�":...'�:,�z: Fig 7.1 � ------ � This method keeps the mesh laying flat,ensuring ;,k:='�i��-�:':;'3'�� consistent embedment into the,basecoat.In the event that • -��"7t'��*;>:�+`;r'u°::: ' - _�;;: �-= ��.'`;�,?;,;, any portion of the embedded mesh is still visible,apply a T��-�?,'��:' second skim coat(Fig 7.2). �r . �`'�; '�a't��^�:�°: The installation progresses by applying basecoat similarly o� �'�`f�� in areas adjacent to the previous application.Take care io ' �� ' ',i' overlap reinforcing mesh a minimum of 2-1/2 in.(6.5cm)at all meeting ends and edges as the application progresses. To avoid a buildup of basecoat that could be noticeable in the finished application,mesh end overlaps can be held ' 8 in.(20cm)or more from corners. After drying the color of the reinforcing mesh should not be visible at the surface of the Basecoat&Adhesive �n material.A slight pattern of the mesh is acceptable,due to , — •�•-t�=�"•-"� shrinkage of the cementitious basecoat upon drying. F'�ci 7.2 ' ' Final Appearance of Basecoat Application The basecoat application should be smooth,approximately 1/16 in. (1.6mm)thick,and free of trowel lines with no visible color signs of the reinforcing mesh.Allow a , minimum drying time of 24 hours(or in accordance with Product Data Sheet)or longer depending on conditions, before applying.additional Parex USA coatings.Drying time may be shortened with Parex USA Accel-Pak.This allows ' the basecoat to form a positive bond. ' ' 11 ' P1�iR,EXUSA 1 Meshing Aesthetic Grooves or Reveals �� , The mesh-reinforced basecoat must be continuous through these recessed features.To mesh the groove or reveal, apply a primary layer of basecoat into the groove and over - - - ' an area wide enough to embed the width of the detail mesh on either side Fi 6.9 . �'`�•`'� � ( 9 ) , Begin embedding the Parex USA 356 Detail Mesh into the � groove using a tool fabricated in the profile of the feature • (Fig 6.10). Do not cut the mesh during this protess. Fig 6.9 � �a� .�}a,-..;r-�yP `::�:.t.,;_.:'Cr�. ' ._,�r•. � . � � With a trowel,finish embedding the detail mesh on the Fig 6.10 sides of the groove(Fig 6.11). If the mesh is still visible, � - ' ' apply additional basecoat.A slight pattern of the mesh is acceptable,due to shrinkage of the cementitious basecoat Q/j ,; _ upon drying. (� - -��.� ::�.;�: - . ��z`f- - `�>;- - �, _ -;;�:<:;�•�::��r`:<: _ ;: Meshing Aesthetic Trim ' As a general rule,adhesives used in attaching aesthetic ::;.:;;;;::'::�'�;;4°� .:�.., �:,�-.. trim should be allowed to dry a minimum of 24 hours - - - or longer,depending on conditions,before applying � basecoat. Aesthetic trim features are prepared with a basecoat similar to the rest of the wall system.Basecoat and embedded mesh should not only be applied to the feature, ' but should also lap not less than 2-1/2 in.(6.5cm)onto the adjacent wall plane.Completely embed mesh in the Fig 6.11 fresh basecoat.Apply additional basecoat as necessary to . ;:C.` "� .:. ' �r.; '_. �� completely cover the mesh. ��+�.�`� .t � � , Like aesthetic grooves and reveals,the area adjacent to ? o., ' � �, : .. � .�. � the feature is overlapped with mesh reinforced basecoat during the standard application procedure. r- r�.•� � '"` :k•� � ' // - i ' Butterfly Reinforcements ` - Apply"butterfly"corner reinforcing mesh diagonally � � i at the corners of all openings such as doors,windows, z{r / ' recessed features,etc.Butterfly mesh is cut from 356 � j Detail Mesh to a length of 12 in.(30cm).Apply butterfly � '�'' � mesh at corners of bands around openings(Fig 6.12).The � � / F dimensions of the butterfly mesh may be reduced to fit the / // bands.The continuous wall mesh is applied either under or � � , over butterfly mesh. r • � ;� � � � tw.v..N:.�. 'a,i`•' Fig 6.12 10 , , 1 PAREXUSA = � - r ' Larger EPS aesthetic trim should be attached directly to the substrate(Fig 6.5).Using the appropriate notched "� trowel foc the adhesive specified,apply adhesiye to the back=face of the triin feature as described earlier.Attach ' ;;=;�;�. the trim piece directly"to the.substrate with firm and �,�4:f�:f::.. �:-r,,Z,v>;_v:, even pressure.If necessary corrosion-resistant mechanica '`."`�"?'j� fasteners�may be used in conjunction with the appropriate s.::;a';yi <.;;;;F;:�: Pa�ex USA Adhesive to afFix the feature temporarily br 1 :�:<<>::;� permanently(Please contact Parex USA Technical Services '� ``'l'' for recommendations).Allow the adhesive to fully dry a ::<:�.v:=: ��`;u-.="' minimum of 24 hours,or longer depending on conditions, �„�„�E,�,W,,,�,,,,,� 5efore rasping and basecoating aesthetic trim features. ' �rracNcowurnrro ': ru'x��w it�ive�riurc �� :% ►usAriun / ' su�neou+��aes8 Fig 6 5 � Backvvrapping Mesh Check that EPS has all been leveled before proceeding.At tfiis time,.all terminations to be backwrapped shctuld.have ��' free-hanging detail mesh in place(Fig 6.6).To'continue the ��'��r�K�<--=��`�' backwrapping,procedure,trowel the specified basecoat ' y .. :v,. .... ...... . . YS�F%.'c.;�..yF,':r: _ ". " .c•T•."::...;.:•-:>:.., ��:;�;�r;•.:::,;;�_ti�� onfo.the ezposed insulatiors boacd edge and-_ace in an area-wide:_enough-to embed tfie ri+iidth'o.f.backwrapped � mesh..EPribed tfie:'mesh•�in�o the ftesN,basecoat with a ' stainless steel trowel.Corner trowels should-be:used to , p"ro�erly emlied the returns. Fig 6.6 __ ' ' Meshing Corners The inside cor�iers should'be double-wrapped with reinforcing mesh.This can be done using one of two diffePent:metiiods: 1 A I :a rima .la er of basecoat wide�enough to �. ) PPY P ►Y Y M sh . Embed t he � A 356 Short.Deta il e -- accommodate Parex US _ PAREXUSAREINFORCINGMESH mesh into the fresti basecoat,tfien apply tlie 355 Standa�d DOUBLEWRAPPEDAND IVlesh�around the corner so there is a double layer of inesh � r=�'? EMBEDDEOIN8AS6COAT (Fig.6.,7.j; �r r:::: ''='=' PAFtEXUSAFINISH (2).Another way to dou4le mesh corners.is to wrap and • • �. ::r�.:..: '��i .. :�t.1t ti•,'�.� • • • >��"'� EPS embed mesh in basecoa"t arqund�tlie corne�from one side ' - PARIXUSAADHESIVE to the otherside.Next duplicate.this process coming from '"'''� sussTw►� the other side:TFie double mesli should exfend at least 8 �� in. (20cm)from the:corner.in bofh directions.(F.ig 6.8). Fig 6 7 ' •, Outside corners can be meshed in a similar manner.For �:�:::r�' SUBSTRATE greater strength and a.sliarpec line;use Parex USA 357 Corner Reinforcing Nlesh.T,his heavy duty reinfor.cing mesh ?:;':;` PARIXUSAADHESIVE is easily folded for ease of application.Starida�d rries�is '''''``'`''' EPS then lapped over the comer mesh and extends at least"8 in: ' ;:.�i (20cm)from the 6uilding comer. PARIX USA REINFORCING MESH '4�� DOUBlE WRAPPEO AND A.corner trowel.should be used to smooth out the,corner �;_�I � EMBEOdE01NBASECOAT at its edge,forming a clean,straight line.If necessary - �:�� PAREXUSAFINISH apply additional basecoat materials to e�sure that , ?:;,.�� the mesh is not visible.A slight pattern of the mesh is _ ______ _J acceptable,due to shrinkage of the cementitious basecoat "' ------ upon drying. , Fig 6 8 ' 9 ' , P1qR.EXUSA i PREPARING FOR TWE BASECOAT APRLJCATION 1 1111111 Tlie aclhesive must dry so that ERS board is secure on the ��/ �� l,+�+�+ wall before prbceeding.Adhesive must dry in accordance // \\ / ' with the producCdata sheet.Drying time may be shortened D�O %/ with Parex USA Accel-Pak. In cool or damp weather,the � adhesive may.reyuire longer to drying time: +II+II Leveling the EPS ' True wall surfaces:by leveling EPS. Do not build up �// • �° /// . �`� basecoat thickness.to true walls.Level the entire surface of � ,Y�� ::�� the EPS board witfi either a rasping board or power�asper� \ .,.,,.:;�s ' , (Fig 6.1). - � - \\ F.iq 6.1 Check the surface with a straight edge for high spots,. ' leveling as necessary(Fig 6.2). Maintain a minimum thickness of 3/4 in.(19mm)of EPS.Thoroughly remove loose EPS particles from the surface of the insulation � ' board_ (�� , ' ab � � � Fig 6.2 Aesthetic.Grooves.or�Rsveals ' EstaLilish the locations.of all aesthetic grooves or reveals, tiands or otlie�projettions wifh a cha,lk line:The aesthetic - grooves should not line up with the.EPS board joints. Aesthetic grooves or reveals can generally be cut with a ___�_ _ ' routeror hof knife.A min_imum thickness of 3/4 in,(19mm) of insulation board must be maintained in back of the 3/4" �g�oove(Fig.63),The bottom sufface o:f any,lio�izontal groove must be sloped min. 1�in 2 pitch. �� _ � Fi" 63 Attactiing EPS AestfieticTrim , The following Parez USA adhesives can lie useii to atitach .� foam to foam:any Cementitious.Basecoat:&Adhesive. 9mall EPS aesthetictrim not morethan 3�,in,(7.6cm).thick ,. , ,..�. ,:,. ;. by 12 in.(30em)wide can now be laminated,qver insta'lled ;r;. insulatibn b'oard(Fig 6.4),not exceedirrg#he grand total �° thicKness as allowed by the system specifier: Using either ,>? a 5/16 in. (8mm)or 1/2 in. (13mm) notched trowel,.apply ;;- ' Parex USA Adhesive to the back of the trim.feature;as �,,,,,t.,.,�,.�,,,,,� a;' described:earlier.Attach the trim piece to the#ace ofthe "�"""""°`"'" insulation board�vith firm,and even pcessure. In some cases �'.f< it may be necessary to'temporarily pin the trim into place Q,�,;,�,^,� ;N; � with_nails to give the ad.hesiue time to set up. Remove '°� temporary pinning after the adhesive has-dried. �:� ��n �Fig 6:4 8. ' , � XUSA PARE 1 . . '� - ..�:• ��--,-.^: Abut boards tightly at joints to produce a flush, , _ _ ::_-�;-�: ;;;�':::-::.:;7:.=.:' •``•� continuously even surface with minimum gaps(Fig 5.8). � � Scrape excess adhesive off the edges of the boards(Fig 5.9). ...-."_'"��--rr .:.;.""'�:::--.�:.^'��: �' r.i:r�Y..�+`::.:.. -G' :.�:*,�� i % .._..��► Fi 5.8 - 1 . � .,� ' , Fig 5 9 ' � � Fill any gaps larger than 3/32 in.(2mm)with slivers of insulation board(Fig 5.10)or a Low Expanding I� ' Polyurethane Spray Foam approved for use with EIFS. . Adhesive should not be applied to the slivers.Continue installing the EPS boards horizontally,staggering the boards and overlapping the substrate joints.Filling gaps ��I ' with adhesive/basecoat will result in cracks in the lamina. F�10 i ' _ Offset insulation board joints 8 in.(20cm)or more from the corners of openings around doors,windows or other � similar conditions(Fig 5.71). Plan the work so that the insulation board around the corner is cut in an"L"shape - from a single piece(Fig 5.12). Insulation board joints i ho e nin corners. li nwt I ' should never a g p 9 ' __ •- - Leave a uniform 12 in.space between the edge of the EPS Fig 5.11 and the window,door,etc.when the system is terminated 'I ' by backwrapping,so that backer rod and sealant can be �/ installed later. � �� I �� ' 1 �.. Fig 5.12 ' '°�� At all outside and inside corners always interlock or / � :.� •. ' ;i �'�� stagger the insulation board joints, board joints on the ��!�� opposite end should be no less than 8 in.(20cm)from the ' corner(Fig 5.13).Plumb all outside corners by snapping a chalk line.Level the EPS board to the chalk line by rasping. Maintain a minimum thickness of 3/4 in.(19mm)of EPS. Remove all loose EPS particles from the wall surface. ' Fig 5 13 � 7 ' ' PAREXUSA � 1� 1 Applying EPS Insulation to Masonry Substrates �-I R' f— EPS board must not bridge expansion joints in masonry or �- ' eoncrete substrates: Instead,.an expansion sealantjoint.is ,,.�,,,,�,� _created in the EIF System over the substrate joints. _ Fi 5 2 Adhesive Application Trowels - Sheathing Adhesive requires that these trowels be used � with these products for optimum adhesive performance. �---�"--j �.-f---� and coverages: -�y Trowel Size: � ' .,.��,,,,,�p,�,�� ; 5/8 in.(16mm) U-notched trowel for masonry.concrete.and � - ' metal lath subsfrates with any Cementitious.Basecoat& Fi 5 3 Adhesive(Fig 5.2).. 12 in.(12mm) U-notched trowel for sheathingsubstrates. �� ,. �� with any Cementitious Basecoat&Adhesive(Fig 5_3). �`� � � 3/16 in:.(5mm) U-notched tro.wel for sheathing substrates �� with 5heathing Adhesive(Fig 5.4). ��^'�^�� ' 5/16 in..(8mm) U-notched trowel for sheathing su6strates Fiq 5 4- (Fig 5.5). 5.. 3 ^ , 16_''.�` � 4 f'- ! ' ' -1- 5 ., -j-14 I YI6'hQICIRpR04'dPAOFiLB Fi 5�:5 , 1 Applying Adhesive to the Bacli of tFie EPS Insulatibn Board -Ttie fi�st step is to ensure that the adhesiye is compatible ` �� ` •: 'ar �� = � � ,`, ,. �; with the substrate.Using the correct sized notched trowel, ' k` �' - �: ' ;y , ` r: , :�:_ . . ;f _, the adhesive can nowbe,applied to the insulation board. . ? ,; ,�; , as ��' - • rh w. .=}� Apply the adhesive to tFie back-facing side of tfie insulation � y .`�' . �: .r f` rk ;"` � •r ,.� „� board;so that when if.is applied to the substrate,fhe � � �� • ' notched trowel patte�n runs consistently(Fig 6.6).. { { tx � Th�e hotched patte�n,should:cover the.e�tire boarii from -;�y edge to ed_ge'.To ensure sufficient bonding and coverages of#he adhesive,:EPS boa.rd;should be visible:in�between the .ti : , notches of adhesive.Adhesive stiould orily.be applied to the back-facing.sicle_of the insulatibn board. RemoVe.any ` � adhesive from EPS.board'edges.Adhesive between board - edges can eause craeking. — Fig 5.6 ' Installing the Insulafion Board P�ior to'installing the insulation board it is impoitanf ' to assess all termina"tions of,the,system and ensure�that backw�apping,edge wrapping,track or seal tape is used in these locations. Q�D Slide and.push.the insulation boards.into place on the. '. wall using,caution not-fo dent or damage the boarci._ Insert ihsulation board(Fig 5.7),edges all the way into traek or backwrap.Apply firitm, even pressu're�to the eritire insulation board once it is in place.A rasping board is a ' useful tool to p�ess witti eve�pressure without damaging the insulation board..lnstall the insulation board in a running bond pattecn,staggering vertical joirits in successive courses.Best practice would.be no less than 8 in. ' (20em)frorrm the adjacent insulation lioard joints. Fiq 5 7 6 ' � � p�xUSA _�.�.. ' INSTALLING THE INSULATION BOARD Choosing the Right Adhesive � After the preliminary task of backwrapping or fastening track has been accomplished,you are now ready to adhere the EPS insulation board to the substrate.The adhesive should be selected depending upon the substrate.Table 5.1 ' below is a guide for matching adhesives with substrates. ' Tabie 5.1:AT'PACHMENT BY SUBSTRATE ' SUBSTRATES ADHESIVE Masonry Type CMU any Cementitious Adhesive , Substrates Poured in place&Pre-Cast Concrete any Cementitious Adhesive (unpainted) B�i�k any Cementitious Adhesive --_-- Exterior Gypsum Sheathing �nv Cementitious Adhesive,100%Acrylic,Sheathing Adhesive ��Sheathed Substrates .•„�r,;n��d). Glass Mat Gypsum Sheathing , any Ceme,�titious,100%Acrylic,Sheathing Adhesive I' ' ``''�'�� an Cementitious Hdhesive �� Cement Board Y � ��etal Siding 100%Acrylic easecoat&Adhe�:re,Sheathing Adhesive and�f.F.** " WooG:k°a�`'� 100%Acrylic Basecoat&Adhesive,Shea:!��ng Ad!�esive _'. • .---- . Exterior Gypsum Sh ie ��,y,C;_:,s iVlat Ally Adi1c,�I=1c - Substrates coated with Gypsum Sheathing,Cement Board, Parex USA Weather5eal Wood Sheathing,Masonry,Brick ' or WeatherBlock - - Expanded Metal Lath Nominal�4 Ib./sq.yd.,flat, any Cementitious Adhesive . galvanized G 60�:�greater ' _._.._. .._..-------------... .__.... -------.._. .—..__._.._.--------------------...._..----------------------- **M.F.Mechanical Fasteners-please contact Parex USA Technical Services. Starting and Stopping the System - ' At all system terminations,install 356 Detail Mesh for ,- " back-wrapping.When using 356 Detail Mesh,be sure to backwrap the mesh at least 2-1/2 in.(6cm)behind insulation board. 1 Applying EPS Insulation Board to Sheathing Substrates ' • On sheathing applications,the first course of insulation board usually must be halved in width to allow for a I minimum 1 in.transition beyond the sill plate and the � 12 in.(30cm)offset of the horizontal insulation and � ``__ _ ,,r�� sheathing board joints(Fig 5.1).The offset of the vertical _�— insulation and sheathing board joints typically should be i — �� I no less than 8 in.(20cm).Remember,at no time should the ' ' � � vertical or horizontal joints in the sheathing line up with ' _ � '' ,��_�� the insulation board joints.On masonry substrates these ,� requirements do not apply. �— . ' Fi 5.1 ' S � PAREXUSA � 3.APPLIG4TION OF THE STANDARD SYSTEM ' The system should start 6 in.(15cm)above grade or 2 in.(5cm)above the pavement.Substrates allowed are masonry,brick,stucco,exterior gypsum sheathing, glass� � mat gypsum,cement board, plywood and OSB sheathing. The system is qualified for application to certain types of OSB(oriented strand board)sheathing only in areas shown in the Parex USA Acceptable Substrates and Areas , of Use Technical Bulletin. Backwrapping • Backwrapping is the traditional method of encapsulating ' , the insulation board edge.Backwrapping simply means that the insufation board edge is completely wrapped in mesh reinforced basecoat,and that the mesh continues in . back of the insulation board edge. ' First determine the starting point on the wall.Then �� - . � snap a straight,level chalk line.To begin backwrapping, - install Parex USA 9-1/4 in. (23.5cm)wide 356 Detail Mesh -- :�:�•�::.,�::::�:;::.::: ..:: � . lengthwise along chalk line so that a minimum of 2-12 in. f�:::�:=;:;:�:::;::;�:•:;, . ' (6.5cm)of the mesh will be behind the insulation board. The detail mesh can be installed by either u�;;;�rarex K'��''�'`""`'`��''��"'` _��--- USA Adhesives,or by attaching the.!�esh onto sh�eathing _�=` substrates with corrosion resi:�ant"staples or na'ils in a . .c�•6'' ' length that does not pe„etra e through the sheathing. -==--i'� f- If Parex USA Dd�esive s used to attach the mesh to the � s substrete,—special care should be taken tc��c;nsure that the =""�� • • -exposed ends of the backwrapping m�,I'i-UO fl�t-pe�;�^1�� --_— -�- - '� Fi 4 1 ' covered with adhesive materials. (Fig 4.11 Adhesiv'e�'on - , the exposed ends will prevent prorzr embedcling oTthe ' mesh at the board edge anc�face when the backwrapping ' procedure is comple±2d-iater. " Track is used at foundation terminations as an alternative - to backwrapping and other locations on combustible � construction only.Although it cannot be used in every ' situation, it provides a factory formed termination.Track also provides an excellent substrate for sealant bonding. Track may not be used on Standard Systems or Commerical Drainage Systems except at foundation terminations. � For special exceptions,contact the Parex USA Technical Department. , , ' � � , ' 4 ' � ..�,: ' . ��`d�:�� 1 PAR,EXUSA � y� _ r. _� ' 2.GENERi4L INSTALLATION REQUIREMENTS Application:Coordination Requ_irements These requi�errients are essentia/to good exterior • Ensure that the installation of the system is being insulation finish system(EIFS)practice.Failure to..fo/!ow coordinated with other trades on the project. , these requirements coulc/lead to p�oblems wirh the • Other trades are�esponsible for metal or plastic II installatibn or ultimately, to sysfem failure.Follow fhe flashings as.detailed kiy the design professional and requirerr►ents of the Product Data 5heets foc each Parex must be installed pr.opeHy along with other construction � USA,pro.duct used.. componen#s such as windows and doors,louvers, �, ' Environmental Requirements doors,roof.iritersections,and deck headers. � Parex.USA products`should only be.tised when the air • Make sure details-needed prior to application of.EIFS are temperature in which they are applied is at 40°F(4�C)�r acceptable and in place. . I higher during application and drying/curing. � _ • Provide appropriate protectionkovering for adjacent. , � D�not.apply Parex USA products to substrates v��hich construction materials tfiat are likely to be soiled liy the liave a sur�ace`temperature of 40°F(4°C)or lo�ver app.fication�rocess:. NOTE:6ecause Parex USA Basecoats&Adhesives, Finishes • Employ suffieient manpower to ensure a continuous ' and Coatir5gs ace�vater based acrylic.products,,it is essential coating application free of cold joints,scaffold staging that th�above requirements be followed. Humidity wind, sha�ows and textu�e variations. cbld,.heat, rain,etc.,can all affect workability and drying • Have scaffolding and other necessary equipment in of the:coati'ngs.As conditions warrant,tenting and/or place prior to tlie insfallation. � tarping with supplemental heat might be necessary tb maintain these.requirements.: • Have:access to el,ectricity fdr power"to.ols. The foam plasticinsulation that is used,in the Rarex • Have.access.�to cool,clean water of drinking quality USA.EIFS�Systems is ezpanded polystyrene board,and atthe�area where system mate�ialswill be mixed. 1 Rhe.producecs.of the polystyrene boards recommend • Determine who will be responsible•for installing, a.mazi�um service temperatu�e o.f.167°F(75°C)_At fhe sealant:. ' tempQratures higher than'this value,the boards 6egin - - ' ' to defocm,:The use:of dark color,finisfies oyer�Fie Before Beginning the Installation. - ' p.olystyrene boards shoald l�e.avoided in ord"er to prevent If the;e:are any disc�epancies with you"r initial inspection the oecu%rence of high_temperafures on the surface bf the afthe:substrate;iio not-proceed with:the application until insulation boards. For more information see the Parex USA all utisatisfactory:conditi,ons are cor�eetecl.THe general Technical B_ulietin-on using dark colorfinishes arr EIFS. contractor should be:advised of�all discrepancies so that ' appropriate action can be taken..Failure to advise the Substrate�Requirements general contractor of unsatisfactory conditions b:efor.e the Verify that:t6e substrate:. � application begiris might be coristrued.as acceptance,by • (s a.type approved by Parex,USA. the applicator,of the substrate for the purpose of installing ' • Is sound showing_no-signs of deterioration. the system,At.thistime,it may also be.appropriate to once again review the contract dotuments tQ ensure.that the •Is correctly applied and oriented to the framing. installation will be consistent with what has been detailed • Is correctly and tightly"fastened. ariii specifieii.Be�siire to review.c�itical:detail areas of tFie ' � project.It is certainfy,easier for all partiescancer.ned.if � Is f;ree�of,any cramblin,g or�looseness of.surface. problems ace addressed "up front"rather than wherr they • Has_no gaps or•vQids'other than what is necessary for present themselves in#he installation process. proper i;nstallation: Evaluate the installatiom-The following are some ' ' • Hasno projections or.planar irregularitiesgreaterthan crifical details: 1/4 in.(6mm)in a 4:ft.(.1.2m)radius. 1. Window and door perimeters �I's dry and,is�clean of any foreign materials.such.as 2, Tops of walls(roof line) , oil,dust,dirt,form rel'ease agents,paints,wax,:water, 3. Bottom of walls(grade oc pavement) fros,t,etc. •Wood-based sheathings require a 1/8 in.(3mm)gap 4. Renet�ations(scuppePs,fixtures;outlets,signage,etc.) between;adjac_entpanels. 5. Aestheticfeatures ' •VI/ood based sheathings require fastening in 6. Expansion joints accordance with the building code or project 7. Abutments to Dissimilar Materials. specification if the specification exceeds the code. ' 8. Gabl"e Roof/Vllalf Intersection •Gypsum sheathings recjuire fastening spaced not more #han 8 in..(20cm):on.center along framing members, 9• FlasFiing Locations and,framing spaced not more than 16 in.(40cm)on 10.Roofing center.For greaterfcaming spacing,contact Parex ��. Kick-out Flashing(flashing furn-outs) ' USA Technical Services..Closer faskener spacing may be required by project specification or code. ' 3 ' �►�ac�xv�sA � 358.20 Uttra High Impact.Mesh,20 oz.,ultra-high tensile 3&9 DrainEdgeTM:A perforated,.spun banded,palyalef.in ' strength glass fiber mesh. used at heads of system penetrations(windows,doars, Uses:Embedded in primary.layer of basecoat prior to etc.)to permit drainage wifhout the use of track on additiorial 355 Standard Mesfi application fo obtain ultra- npncambustible canstruckion. high impact pr:oteetion as defined by.ASTM E2486. OTHER MATERIALS AND.TOOLS YC1U WILL.NEED � Primer Insulation Baarci;Ensure that the expanded polystyrene Primer,provides a color base over cementitious basecoat EP�insulation board used in the installation is listed for priar to finish application..tt impcoves the to(os cpnsistency, f�ame spread and smoke develpped values,and conforms � trowelability and coverage'of the finisfi.May be tinted, to A5TM C578 for Type t molded expanded,po(ystyrene. "�anded Primer,same as Primer,except it must be tinted to Board shauld be aged a minimum of 6 weeks and be a match and has a sand textuce far improved application of ma�timum workable size of 2 ft.x 4 ft.(630mtn x 119mm} the finish.Required(undiluted)far Ceras#ane,Spraystane,. W�th a minimum thickness of 1 in.(25.4mm)after rasping. � To test the EPS board,.break a small piece in half and and Tuffstone G"ranite applications. immediately smeli.The bbard should nc�t be used if thete Finishes is a noticeable solvent odor. Acry(ic Finish:100°10 Acry(ic co-patymer.based,faccory Mechanica)Fasteners:Attachment methad for , blended and.integrally colored.They are app(ied over mechanically fastened EIFS Systems.Mechanical fasteners primed-or unprimed basecoat to provide a durable, are not required for the Parez USA Standard Systerri. decorative wall coating. Howevee,they are svmetimes specified for added security. Cerastone,Spraystone,and Tuffstone Granite:Calored �n some cases mechanical fasteners may be used for , aggregate in a clear binder.Sanded Primer cnust be used renavation wark or where adhesive�cannot�be used: under these-finishes. Ven#ed Track: Rigid ezterior grad'e PVC plastic vented Elastomeric Finish:100.%Acrylic-based elasfomerie track designed to allow incidental moisture which " ' ' finishes.They are designed to go over new and existiflg may actumulate•behind the system to exit.It may be stucco and concrete surfaces as;well.as either 5tucco Cevel used at foundation terminations.io ITeu of traditional Caat or any EIFS Basecoat: backwrapping tethniqUe.Vented Tratk rriay not be�u"sed with Standard System ar Commercial.Drainage S}rstems , 'Water.-Resistive Barriers and Drainage Accessories except at fbundation#erminations,without app"royal , StuccoWrap:Secondary barrier material with engineered from the Parex USA 7echnical"Department. drainage channets,used with Mechanicaliy Fastened EIFS po�and Cement:Use type I or 1=11,fresh and free of lumps. (VVaterMaster LCR) j WeatherSeal`Spray&Rolt-Ons 10Q%atrylic based,spray& �ater:Cool,ciean patable water. roll-on water-resistive barrier membrane.Uses:Secondary� Mixing.Equipment:Use a 12.in..(13mm)chuck.size.power ' water and air-resistive barrier in the Commercia{Draihage dril)with a.6-8 amp motor capable of tuining at 440-54Q EIFS system, rpm.The rriixing padd(e shauld Eie a steet dispersal mixer. ' � WeatherSeal Tro.wel-On:T00%:acrylic based,water- Tools Common to�the Flastering Trade's.Including,k-iut resistive barr.ier membrane..Usesc,Setandary water and air- not limited to:a haw[c,scoap,sfainlesssteel,trowels, resistive barrier in:the Commercial Drainage EIFS',system. p�asfiic floats,rasping boa'rds,.margin tr.owels,corner p trawels,groove toc�ls a�d notched tr.pwels for.adhesive , WeatherBtock:A 140 la A�rjrlic co-polymer fast drying applitation. vapor retarder,elastomeric wa'terproof and air barrier coating wliich can be eittier,rolled;br.ushed,or spray Other Tools:Utility knife,tape measure,.paint rollers and applie�. tra}t{far prime�},weight scaie,e�ctra buc�Ce#s,electrical � (Jses:.Secondary water and air resistive barr.ier in ttie cords,EPS saw,.drop cloths,masking tape,etc. CorrEmmerical t}rainage EtF5 Systerti RRODUt,T'STQFtAGE 396_Parex�USA Sheattiing Tape:Non-woyen synthetic.fiber • General ly,store all Parex USA products in a clean,dry #ape:to reinfor.te Parex.USA:Wea'ther5eal Spray&Rol(-C?n, environment,protected from sunlight.Protett all , ' at s.heatiiing board.joint5 and rough_openings.5Q0 ft. Pail goods from freezing.Freezing can cause product (152m)lengths in e'ither 4 in.(10cm),6.in.(15cm),or 9 in. daFnage.See product data sheefs for specific storage {23cm}widtlis. instructions. 365 Flashing Membrane:Parex USA Flashing Membrane •Shelf Life:see product.data sheets fpr specific shelf life � is a self-sealing polyester mat<faced,rubberized asphalt �nformation. membrane that functians�as a moisture and air barriec •Store EPS and tracks flat.Standing on end could cause It is 20 mils thick and grey in.color.It can be applied to these materials to warp. ' uarious subsfi�ates such as wood,metal,gypsum shea#hing .Store EP5 away from sources of.flame or high heat. and to ather water-resistive barrie'rs.it functions as a seal VVarning:EP5 is combustitile and can ignite a,nd burn if �i and flasFiing at sills of rough openings,_vented track and exposed to fire�pfsufficient heat and intensity. � other simiCar conditians.lt is available in two wid#hs:5 in. � (152mm)and 12 in.(305mm)x 100 ft.(30.5m).Flashing • Store Pa'rex USA�einfbrcing mesh in fFie shipping Membrane Prirner may be required for certain substrates. container in order to keep it clean and protected. 2 ' � ' - PAREXUSA 1 ' Basecoafs&Adhesives Cementitio.us (Jses:As basecoats over EPS..As masonry levelers, ��1 • adhesives for adhePing EPS.to mason_,ry,exterior gi-ade � _ gypsum sheathing and glass mat gypsum sheathing. Cementitious-Acrylic Basecoat&Adhesive,.pail products ..., 0 mixed with Type I or I-II Portland cement in a ratio of 1 ' `-- part Basecoat&Adhesive to 1 Part cement by�veight, Dry Basecoat&Adhesive,bag products,factory blended cerrientitious dry.powder tf�at only requires the acidition of water. ' 1. PROQ�UCfS Waterproof Basecoat - I Parex USA has developed a wicfe range of products WeatherDry,pail product rriixed with type I or I-II Poitland to meet the physical and performance.cond,itions of cement in a ratio of 2 parts WeatherDry..to 1 part cemerit ' most projects. For a more detailed description of these by weight. products, pleas.e.review our published:Product Data Uses:Waterproof 6asecoat designed to protect'sloped Sheets:arid Safety Dafa Sheets(SDS). surfaces of Figid insulation boards: ' Non-Cementitious 100%Acrylic Basecoat&Adhesive,-are.ready mixed 100% ac.rylic polyiner based proclucts.Do_not mix this product with cement. ' _ - Adhesives Only _ Sheathing Adhesive,pail product;adliesive for applying -- EPS_to wood-basedsheatfiings,exterior grade gypsum — sheathing and glass mat gypsum sheathing. -' Parex USA,Reinforcing Mesh 352 Adhesi:v,e Mesli;4:5 oz.,fiberglass;-self=adtiesive mesh.Uses:For complex arcYiitectural details,not.f.or use ' on full walls. 355:Standard.Mesh;4.5 oz.,alkeli resistant:,glass fiber. reiriforcing.mesli. ' - Uses Embedded into basecoat for fypical applica'tion requirements. 355:48 Long Standard,4.�oz.,48in.,.alkali:resistant glass � fiber�einforeing mesh. � ' Uses Embedded into basecoatf.ortypical:application rec{uirements.. 35G Detail Nlesh,4.5 oz.,.highly,flexible reinforcinz�mesh. ' Uses:Fo�backwrapping',and fabricating special�stiapes or contours,for double meshing.corners. 357 Corner Mesh,7.2_oz.,heavy cluty,.higli tensile strength,mesh,specially folded. , User. Embedded in tiasecoat for application at outside corners only. 358.10 Intermediate Impact Mesh,,l2.oz.,high#ensile ' strength,glass fiber reinforciog mesh: Uses:Embedded in primary layer of basecoat prior to additional inesli applic.ation to.obtain medium impact level as defined byASTIVI E2486. ' 358:14 High Impad Mesh,15 oz.,high tensile strength glass fi6er mesh. Uses EmbedcJed in primary laye�of basetoat prior to ' 1 additional 355 Stanclard IVlesfi application.to obtain high iinpact protection:as defined fiy ASTM E2486: � L - PAREXUSA 1 1 Table of Contents ' Products � General Install.ation Requirements _ 3 � The Application of Standard System 4' ' The Application of IVlechanciallyFastened EIFS System _ _ 18 The Application of Commercial Drainage EIFS System_ 22 , . . 1 ' - ' _ ' � � ' 1 � ' � ' , 1 ' , 1 ` . ' _� ' SYSTEMS AND PRODUCTS.CROSS REFERENCE GUIDE J- Parex Sfandard/Optimum System ' •TeifsFlex .� � `� . ° , , ' ' STANDARD EIFS SYSTEMS LaHab�a Insul-Flex�Standard System EI Rey.Insul=Flex�Standard.5ystem � ' � _ ' Parex WaterMaster LCR/Optimum WaterMaster LCR � TeifsPermad.,,....: . . ,,z;�,�:<,,,u ... , _ _ - t�1�GHANICALLY FASTENED EIFS ....n!�>.=�t�i'.:; : - '� - over a Water-Resistive Barrier LaHab[a Insul-Fiex WaterMaster, LCR � ' - EI Rey.Insul-Flex4lh'aterMasfer LCR � " � _ � Parex St.anciirii WaterMaster/Optiinurn WaterMaster System. COMMERCIAL,`?RA:NAGE EIFS TeifsWeathertightr�YNT_��':�,~: �;� on•Parex USA Weathe'Seal Lat3abca Insul-Flex�WaterMaster System . �. .. ' `�! ey Insul-Fleic�„WaterMaster System �� " . • •.� � ' Parex Teifs LaHabra EI Rey Spray.B�:FZoll-.On Fa�ex USA VVeatherSeal Spray 8�Roll=On Water-Resistive Trowel-On Parex USA VVeatherSeal Trbwel-On Barriec Coating ' Vapor Retardsr Pacex USA WeatherBl6ck 303 Shea(hing Adtie§ive Only Non Cementitious Adheeze Sheathing Adfiesive: � _ _Adhesive Cementitious-Acrylic �2� �wEt). Teifs Base Insul-Bond Wet 121 Optimum Wet Teifs Base.OpGmum '121 Dry TeifsBase DB ' 121 Optimum Dry Cementifious Dry Bag 121.HI Teifs'.Dry Base Insul-Bond Rry Insul-8ond.P Basecoats& Optimum, Adfiesives 121 Cool Quick Base in a.Box Quick Base.in a Box ' Non.Cementitious Teif§Structure Quick Base in a.-Box Quick'Base in�a Box ABC N-1 (Base only) ' Wat'erproof Basecoat Pa[ex USA WeatfierDry. Smooth Parex USA Prime� ' I'Primer I $antled Variance VariPrime Sanded DPR Acylic Finish DPRAcrylic Finish Perma-Finish_ Perma-FIex.DPR ' Acrylic DPR.Optirrium TeifsFlex Dry Parex USA Dry-Tex Finishes Specialty Parex.USA.Vari�nce Fihishes(excluding Aged Limestone) , Elastomeric e-Lastic Teifs e-Lastic Perrria-Lastic Perma-Flex Lastic Ultra e-Lastic, Hydrophobic/Photocatalytic AquaSol ' 'Parex USA products ma}i be used with all brands 1 EXTERIOR INSULATION AND FINISH SYSTEMS pA_1�FXUSA � ��, ' �- -. � r� ! _� i`,". :I,._: ._ STANDARD EIF SYSTEM �. i. :. . ' -..�;� Adhesively attached,standard insulation board, using. ' �, . ' ' ' �-~i� "� vertical ribtions of Parex USA basecoat&adhesive over an , � _ "°�`�� approved substrate. "^�jS . ...4J .. � `,.� • � r,{ ; : ..� � ' �-�? - '`��#,t� ,� • , • �, '�`'.`".'�� ' 5�, ;� �4.'�; Y' ��...� 6 �= .�i LL�43.1',.�,�_�;/` ' � �: � ' �� -- -- ' , LI.GHT CO�'Vliili�RCIAURESIDENTIAL(LCR) ;,,:._. - �-��`? . :� DRAINAGE EIFS � .4i .`"'�''' � ,,;" ;�.r: .- Mechanically attached,:standard flat insulation board with '�'-`� '.. a water-resistive barrier in'corporating in itself a means � 'f��3�`-�• of drainage,as a secondary weather barrier and drainage ` ` ;;`� plane. � �',`'i f� k'� ' , � ` OPTIONS: '�{:.'�' ;� ,,' .-� LCR-DM: Me:chanically aftaehed,standard flat �� "''� insulation board with eny,code compliant water-resistiv.e barrier and a drainage mat.. , LCR-GX: Mechanically:attached,grooved insulation board,with'any code compliarit.water- resistive barrier. ' � 'Y¢q ..^""`� 4 ' _�,�•:.SQ.,� _ ( �� T'tLL , s �-=.��, COMME CIAL DRAINAGE EI S � _;. . R F ' ___ ;.�� Adhesively attached,stanclard.,flat insulation:boa�d, , � - ` using vertical ribbons of adtiesive bonded to.Parex USA , � ''"��`Y WeatfierSeal installed over an approyed su6strate. � __ ; _- �;# - .� . ;�,- ��` � OPTION: I j ". , � t;=�; ,..�_, GX: Adhesively attached grooved insulation � i�,; , "�;:-�: a:, , board bonded to.Parex USA WeatherSeal ;, �- ix.;? ;e* installed overan approved substrate. ' I `,,+A::{ ;s,, �,: �� < .�. .f s `t!•:��,;,,� a.i'"' � � � ' , . . � . INTRODUCi'ION: Exferior Insulation and Finish Systems(EIFS)have been.used successfully � for over 50.years in the US. It is an exterior wall cladding that is.light weight,flexible,. du7able and adds energy saving insulation to the wall.The insulation can be sliaped to easily,provide architectural details.There are a vast choice of finisli textures_and colocs available.Tfie continuous�einforced lamiria over the insulation makes this a face-sealed ' system.Standard EIFS do not require a weather or moisture-resistive barrier behind them because.they are a facesealed cladding.Windows,doors and other objects iio pass through the exterior wall.Proper flashing and sealants at those penetrations effectively.protect the ' • enti�e assembly from exterior water penetration:All the eomponents of tfie EIFS are also - user.�and environmentally friendly.All the liquid and paste materials are water-based.This chemistry,proyides a vapor permeakile, b�eattiable exterior that will allow incidental water i in:an exterior wall assemb!y to easily dty out: � If a water-re�istive barrier is requested by an architect or owner,or required by code behind. a classic EIFS,Farex USA has several,tested, ''Drainage" EIFS to c.h.o,ose f[om.One is designed. for use with Light Commercial and.Residential (LCR)construction that tjrpically uses wood � framin,g,and sheathin,g.The other is designed.for.commercial construetion that typically uses steel framing with a no�rcombustible gypsum or cement based.sheathing.'These Commerical Drainage EIFS are installed exactly-the same as the Standard Systems:The difference is that the Commerical Drainage Systems require additional materiafs and application steps on the � substeate and rough openings prior to the acfual EIFS installation. This guide begins with a list of.products that�will.be used for various segments of the � tHree systems outlined.;The second section of'the guicie covers'General Installation Requirements.The thicd section descri4es the application of Standard EIFS from insulation board:attachment through application of finish and sealants.The fourth section covers the , treatment of'the substrate and rough,openings�.The.fifth section covers the substrate and ' roug'h opening treatrrients required for the Commercial Drainage EIFS. � � , � � � � ' ' ' P XUSA ' � Ext�erior Insulation and Finish System 1 . . . . � � ca _ � on u � _ e � .. ".S� � � �.�; v,ivn'�. ��ti'�''��.. • '�''4 a..� �'�„ . ;� , ,.�::=�.�"= J,. A� j f.:�y �� i. �>.,� '.' ' � �.�` �ia�• :� r, �� f� r � :� � � a. �� 1 , . �. f�' 1y' ' 6' . .�jy.. d' F '1rj1�'� .a�i'!'r*.,�r � , }` � Always use the latest version o.f,tfie:Parex.USA App.lication Guide.This guicfe focuses on � fhe applicafion techniques for Rarex USA Exterior Insulafion.and.Finisti Systems(EIFS)'. r � � � � � � Parex Staridard WaterMaster LCR (with StuccoWrap Exterior Insulation and Finish System (EIFS) mechanically � , 12488.2 or Grade D Paper) fastened.over Tyvek StuccoWrap or Grade D Paper Limits of Use " Installation Instructions � � ; � Approved for use.in HVHZ: No FL12488 R1 II PUSAEIFSAPG pdi t ' A p prov e d f o r u s e o u t s i d e H V H Z:Y e s Verified By: ICC Evaluation Service, LLC Ympact Resisfant: N/A Created by Independent Third Party: Design PressureE N/A. Evaluation Reports O.ther: This approval is intended for those counties that are FL12488 R1 AE 1689 odf 1 not classified as liigh Velocity, Hurricane.Zones (HVHZ). 'fhis approval is based on ICC ES report ESR-1689 and is subject to the limitations.published in that report. ' , 1 , , ' - -- _ - - -- -_ - — -- � � , ' ' ' � Rus°swin i� 1 ' � ASS�ABL�Y � - � � � . � � � � 1 � 1 1 � 1 1 � 1 1 � Copyright p 2005,2010,2011 Corbin Russwin,Inc.,an ASSAABLOY Group ' ASSA ABLOY is the global leader in door opening solutions,dedicated to company.All rightr reserved.Reprodudion in whole or in partwithoutthe satisfying end-user needs for security,safety and convenience. �pre55wr�tten Pe�m�ss�o�ofcorbi�R�ssw��,Inc.is prohibited. 1 Corbin � 1 Russw�n i� ��ABL�Y 1 , - ' � . . � � � 1 . , , , � � i 1 1 1 1 ASSA ABLOY,the global leader in door opening solutions � ' � . — Carb�n � Russw�n i� � A�SaA ABL�Y � 1 i � For use in canjunction with instruction sheets and door marker templates packed with exit device.Holes and stots are _ identified below by exit device series and trim.Prep door and frame far only those features required far the exit device � being installed. ; � . . RI)ED5004 Series Devices � Vertical Reference (Except Rim and Secure8olt� � E7tit Dev'ites} lHR � Concealed Vertical Rod � Trim Only fl � ; � Against Door Surface A�ainst Frame Stop or Mullion Q � � � {when applicable) s Forltim and SecureBolt� ; Eacit Qevices Qnls_— � � 1- Rim a�d Trim Only SecureBoltw � � i � � � Mortise ��`'Horizontal Reference r � Egszaas � Concealed Vertica�Rod a N � , �1 Trim Only � All ED5000 Series pevices � Vertical Reference / � (Except Rim and Secureeolt� Exit Devices) � ASSA ABLOY,the globa)feader in door opening soiutions Aii dimensions are in inches{mm)unless otherwise noted. � Corbin � � Russvrnn i� � �' � �►��A ABL�Y . � Bolt Fu11 (Z}#70-24 x 3�4°PFNMS � 3 16"t 1 32" Y�ended (4.0-5 6) � Tangent to Roller For WS Strike:Use(2)10-24 x 1°PFHMS t {MUST) x Detail A . i O Detail B Detail C {Strike) � � � Strike 0 � (Shim as required) A.Position Strike Projection(Strike+Locking Plate+5hims,if needed).See Detail A. � � B.Position SYrike Depth.5ee DeLail B. C.Fasten Strike 5ecureiy,as shown on Detail C using(2}10-24 x 3�4°PFHMS.For WS Strike,use(2)10-24 x 1°PFHMS. D.Check Bolt Engagement. I 1.Batt sha�ld retract to clear the strike,when actuated by bar,trim,or dogging action. % Bolt shauld consistently re-engage the strike,when actuators are released and the door shuts. 2.Door should rernain latched and not rattle when pushed,pulled,or shaken in/out. � , E. Lock strike into place.For regular and Fire applicatian,See Detail E1.For Windstorm applica'tion See Detail E2. ,. 1,Strike Application:Spot and prepare(1)hole using the strike as a template,and instali sLrike center screw{1}7 0-24 x 3/4°PFNMS. 2.Windstarm Strike Appiication:5pot and prepare(2)holes using the strike as a temp(ate,drill through the strike shims and locking plate (when required),then install(2)10-24 x 1°PFHMS strike lockingscrews. � F. Install lnterlack Bracket{Fire Mullion).See Detail F. 1.Position strike Interlock Brecket in place,as shown.Locate bracket holes. 2.Prepare Interlock Bracket mounting hoies.Mount Interlock Bracket using{4}10-24 x 1°PFNMS or SNB}. � Nate:inter(ock Bracket and screws supplied with Fire Mullion. G.Install Interlock Bracket(Windstorm Qevice).See Detail E. i.Position strike Interlock Bracket in p(ace,as shown.Cocate bracket holes. 2.Prepare Interlock Bracket mounting holes.Mount Interlock Bracket using(4)10-24 x 1"PFHMS or SNB). � Note:lnterlock Bracket and screws supptied with Windstorm Praduct supersedes interiack bracket supptied with Fire Mutlion (remove and discard when applicable). O �� a�r Strike Strike Cocking 5crews ��_ Device,Strike& Center Screw (2)10-24 x 1°PFHMS � InterlocTc Bracket (1)10-24 x 3(4° � ' � � PFHMS �' � �� DeWil F Detail E1 Detail E2 {&� Strike WS Windstorm Strike � . • � i f . i � (2)8-32 PFHUM5--►�~ � � -� � (3}8-32 PFHUMS ' � � ASSA ABLOY,the global leader in door openitig solutions All dimensions are in inches(mm}unless otherwise noted. � , ' � Russwin i� � ASSA ABI.�Y � � � Device must be field cut to size,unless standard opening and device are 36°(0.91 m). LNR DOOR OPEN 90° iN51DE FACE Verify no gap exisu between /Align mounting holes in door End Cover&Touchbar prior . / with maunting holes in device. to making cutoff. � a�° 1 Alfgn horizantal i�ne on dnor � with edge of device. Mark cutoff line. � _ _ _ Cut square an line. Q � � (� fit Dogging U Hole Minimum 1-3 "„ 2-3 8° (35} (60} � Minimum to stile edge:3 8" {1 Q} Hinge Edge of Door � ' '� '-� = � � � � • � � ' Device must seat ftush on door surt'ace,or � on shims that keep it parallel to door face. � One shim Kit 697F?38 required f�r each 1(4°{6mm)ofdevice lift needed.Longer � ' {1)Shim Kit 697f338 � device maunting screws needed when more than(i}sfiim kits are used. per� �n of raised molding See"Shim Kits Option"or front page. 6 � � � A.Mount Trim(Follow insiructions packed with trim}. � B.Seat Bar in Place.Fasten Qevice Head(2)1�420 x 1"PPHMS or SNB. C.Set Sar Ceve1.Lacate End CSamp Hales. D.Prepare End Clamp Mounting Hales.Mount End Clamp using(2)1�420 x 1°PPHMS or SNB. � E.Check Balt Retraction. 1.Depress touchbar(bolt must retract).Release touchbar(bolts must extend). 2.Actuate trim{bolts must retract).Release trim actuator(boits must extend). � 3.(NOT FOR FIRE DEVICES).Depress touchbar,turn dogging key clockwise(bar must remain depressed,botts must remain retracted). Turn dogging key counterclockwise(bar and bolts must return to extended position). NQTE:When resulting operation is faulty,cfieck first for � � g visible binding or interference.If there is no apparent � �_� � �� reason for the fault,remove item from the daar and o � recheck its aperation before assumingthat it is defecrive. � F.7ighten All Mounting Screws. (� 1 2° 1-1 4° 1 U Device Screws (13} {32} g (Boltto door reinforcement,sex nuts,ortrim studs) r ASSA ABLOY the glaba��eader�n daar opening sQ�ut�ons All dimensiQr�s are in inches{mm}unless otherwise noted. � Corbin � � , Russwin i� ��ABL�OY 1 � , . ' Locate and Mark Horizontal and Vertical Reference Centerlines,as shown. � LHR DOOR , RHR DOOR LHR DOOR , � INSIDE FACE o INSIDE FACE INSIDE FACE � (�—2-5 16 2-5 16° �— 2-5 16" �59� �59� � � (59) ��VERTICAL C�VERTICAL�� "��VERTICAL , � REFERENCE—�. REFERENCE � REFERENCE z� ' � ' � � I R F RENOE TAL R F RENOE TAL I I R F RENOE TpL , r 39-15�16° � (1014) FINISHED -� � STOP FACE FLOOR MULLION FACE MULLION FACE Typical Single Swing Pairwith Mullion - -- --- � - � . - � � � : � A.Seattemplate on door and stop faces. B.Align horizontal and vertical centerlines.TapeTemplate in place. ' C.Locate and tape Trim Template to door.(See instructions packed with Trim) , . D.Spot and prepare holes.(See caution below). 1-1 4°Min.Stop' Device: (2)1�4"-20 Machine Screws(`),or � (32) i �Z)3 g�Dia.Sex Nuts&Bolts � (10) �Vertical � reference Strike: (2)10-24 Machine Screws,or � � i (2)#10 Wood Screws � (')Metal reinforced doors only. � � � � � LHR Door � � inside face . I � � � I `� . � w � � � � � � � �Horizontal ' I� reference Caution:The use of Shims(ie...Raised Glass or Windstorm) ' requires shifting location of Strike awayfrom the door. ' (See Door MarkerTemplate for details). ASSAABLOY,the global leader in door openingsolutions All dimensions are in inches(mm)unless otherwise noted. � � � Corbin � � � : . . Russw�n�� Part Number:710F468 Black Finish � ' - Kit consists of(3)Latch Head Shims,(3)End Cap Shims, /�CC/� /,Q' n� IongerfastenersandlongerSpindleAssemblyfortrim. /�K�7��1 rV.J�■iV , � EachShimisl�8"(3)thick. ' - - Note:Shim Kit required for Windstorm application. —————————————————————� 'Standard with ED52005 A x M107 Windstorm Devices �------------ � ( ) � Fire Rated Application lnterlock Bracket ' � I I Strike �\ � I (Standardfor � �� ' � ' � Fire Rated product) ,,, ,� `� 'Supplfed With � Part Number.697F338 Black Finish � Fire Mullion• - I � I� � Kit consists of(2)Latch Head Shims,(2)End Cap shims, ' � � . � Iongerfasteners,andlonger5pindleAssemblyfortrim. A'y I � II' •`�, � Each Shim is 1�8"(3)thick. i � � � � (4)10-24 x 3/4°PFHMS � More than two shim thicknesses will require longer device , � � (3)10-24 x 3/4"Pf'FIMS � �ounting sc�ews. L-------------------------------- � � —'i . � Windstorm Applicatiors �interlock Bracket � ' � I • •� � t `� � I WS Strike � Standard for Fire Rated Doors. � (Standard for Supplied with I , ,� �' Windstorm Device � Recommended for Unreinforced Metal � Windstorm product) � � 5pecify Doors and Wood Door a lications. � Finish PP � � I � � - � I Device Quantity Size - p � - I � - � � �- � ' All(No Trim) 6 � � (4)10-24 x 3/4"PFHMS I 1�420 � � (4)10-24 x 1°PFHMS � All(With Trim) 2 I � Fire Mullion(Add) 4 10-24 .L____________�_____________________ ' � � � � 1 Unreinforced Door or Frames Doors and Frames with walls having a structural thickness(metal skin alus reinforcement,or solid hardwood)to engage less than(3)full screw threads,are considered unreinforced for hardware. ' Minimum Door Stile 4-1�2°(114mm) Unreinforced Doors:Use SNB(sex nuts and bolts). Unreinforced Frames:Use Blind Rivet Nuts. Door and Frame must meet structural Recommended fasteners for unreinforced openings are not necessarily and dimens�onal specifications on exit supplied by Corbin Russwin,lnc. device template(s)for door and frame ' preparation. Reinforcement Reinforced Door � or Frame engages at least(3)screw threads. Door Skin Blind Rivet Nut � � � � ' Door Must Swing Freely Door Mus Not Be Warped � Door Must Not Bind Door Must Not Sag � IASSAABLOY,the global leader in door opening solutions All dimensions are in inches(mm)unless otherwise noted. ' ED5Z005(A) Series Rus°swin i�0 � ED5200S(A) Series x M107 Windstorm Series ,�,,qqg�py SecureBolt� Exit Device ��5.: � Corbin Russwin,Inc. 225 Episcopal Road , Installation Instructions Berlin,CT06037U5A www.corbinrusswin.com FM532 3�11 TechnicalProductSupoort: Phone:888-607-5703 (Single Doors or Pairs with Mullion) Fax:860-828-7277 � In Canada: For poors of Either Hand ASSAABLOY . Door Security Solutions Canada ' 160 Four Valley Drive Vaughan,Ontario,CanadaL4K4T9 , www.assaabloy.ca End Clamp (3)8-32 x 5�16° � ,p Flat Head ' �!r �Undercut Machine Screws �. . � �'�••o � End Cap ' � �.� � RHRDoor LHRDoor ��(2)1�4-20 Pan Head � �. Machine Screws OR � Device is packed ready for (Z)#14 Wood Screws any compatible trim. , �Dogging Key � _ .. .� � �� Hole Plug ��:_ • Strike (Fire Devices) ' t Feature to hold bolts retraded and touchpad Locking Plate depressed,for push-pull door operation. � � o To Dog Device Shi m 1.Insert dogging key. - Ip i .d� � 2.Hold touchbar depressed. II 3.Turn key 1�4 tum clockwise. ' � N "� �� Cover �, �i o� r (3)10-24x3�4° t 1 PFHMS I 1. Periodically remove covers and coat mechanisms with an appropriate Iubricant.This is particularly required in corrosive environmentfor (4)1�4-20 x 1° proper product function. PPHMS m 2.Check mounting fasteners periodically.Retighten if found loose. �� Apply screw locking compound,or change part fasteners if screws (2)8-32 x 1�4° continue to back out. PFHUMS 3. Periodic checks and adjustments ofstrike are required to compensate ' for changes in the opening(e.g.:doorsagging,etc...). - �.. • . . • �• � � ' ED52005:Panic Label ED52005A•Fire Label PPH"AB"SMS Phillips pan head type"AB"sheet metal screw ED52005(A)x M107•Windstorm Label PFHUMS Phillips flat head under cut machine screw Packed for Reinforced Metal Doors,Optional PFHMS Phillips flat head machine screw , Sex Nuts Required for Composite,Wood and Unreinforced Metal Doors. PRH"AB"SMS Phillips round head type"AB"sheet metal screw Note:These installation instructions cover only standard PTH"AB"SMS Phillips truss head type"AB"sheet metal screw ' products.To install options use installation instructions packed with optional component,orcontactthe fadory. PPHMS Phillips pan head machine screw PFH"AB"SMS Phillips flat head type"AB"sheet metal screw ' ASSAABLOY,the global leader in door opening solutions All dimensions are in inches(mm)unless otherwise noted. ' L`i'L ' Page 3 of 3 (Latchboit X Deadbolt) 556SW Flush bolts 7-p ' engaged(inactive lea� Inswfng or Outswing *ED5200S(A)x M107*&ED5470-(B)x M107*Series may be suffixed by M94(Electric Latch Pullback)with any combination of the M61(Exit 1 Alarm), M92(Touchbar Monitor), M93(Outside T�im Monitor)or M91(Bolt Position Monitor)suffixes.The ED5200S(A)x M107&ED5470(B)x M107 Exit Devices can include 900 Series Trims,9600,970�,480d Sertes Access Control Trims,or 9900 Series Electrified Trims. Products also tested to TAS201,TAS202,TAS203,PA201, PA202 and PA203. , Last Undated on 2011-12-16 Questions? Print this oaae Notice of Disclaimer Paae To� � . . �O 2012 UL LLC , The appearance of a company's name or product in thls database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to tie Listed and covered under UL's Follow-Up ' Service.Always look for the Mark oh the product. � UL permits the reproduction of the mate�ial contalned in the Online Certificatlon Diredory sub�ect to the following conditions: 1.The Gufde Informatton,Designs and/or Llstings(flles)must be presented.in their enCirety,and in a non-misleading manner,without any maoipulation of the ' data(o�drawings).2.The statement"Reprinted from the Online Certffications.Directory with permission from UL°must appear adJacent to the extracted material.•In addltion,tfie reprtnted material must include'a copyright notice in the followi�g format: °O 2012 UL LLC". ' ' , _ - ----- - .. ----- `"� ,' ' . ' ' 1 1 1. ' ' http://database.ul.com/cgi-bin/XYV%template/LISEXT/1 rRAMElshowpage.html?name=ZHEM:R... 2/22/2012 � __— ZHEM.R21836-Latching Hardware --._-,.------._.----- � . -�- _.--- Keyed Removable Mulltan 7-0 708AKM Se�ies,WS708A KM Dbor Pair 8-0, �I�� +J-70' �350 �NJA N/A , Keyed Removable Mullion 8-0 � Gl.3900 Series Cylindrical Single out-swing 3-0 x I +J-60 350 iJ2 630 ^ r �-° CL 3800 Series Cylindrical Lockset S(ngle out-swing 3-0 x I +J-60 350 1/2 630 7-0 ��:;. � � CL3300 Series Cylindricat Locicset Singte in sw{ng 3-0 x I +j-60 35p i/2 63Q 7-4 :— �CL3300 Series.Cyifndrlcai lockset Singte in swing Deadt�olt 3-0 x I +/-70 350 1/2 735 �&OL 3100 Series Deadbott engaged 7-0 ' CL3344 Series Cylfndrlca!Lockset 5ingle�ut-swing 3-Q x I +/-60 35Q 1/2 � 63� wlili or without 7-0 � � Folger Adams AS5W 105A Pos(tian Switch CL336q0,C133700,CL33800 or Single out-sKi^g 3-0 x I +J-60 354 1J2 630 �I33900 Series f i-0. � � Access Cantrot Cylindricai Lackset � � C136t}0 Series Single ottk-swir�g 3-0 x I +/-6Q 350 1/2 630 � 7-Q � � Cyli�tdrica!L6cKset ' Ci.:350Q Serles Cyllndrical Lnckset Single out-swing 3-0 x I +/-60 350 iJ2 � 630 7-0 ' F_D52005(A)x M107 SecureBolt Sing�e out-swing 3-O,x I +J-60 350 3JA fi30 Exit Device* �-p ML2�d0 Mortise Locks witfi or Singie out-swing 3-O x r +/-�a 35d 3%4 630 without 7-0 � Foiger Adams ASSW 105A Position.Switch � M!_2Qb00,Ml2074Q,Ml20840 or Single out-stiv{ng 3-0-x I -II-/-60 350 3/4 630 h1L24)9Q4_Se�les 7-0 Access Contro! � Mortlse Lock � CL3100 Series Single Door,Inswing, 3-0 x I +J-100 350 3i4 1054 Cylindrical Lockset ar Qutswing 7-8. � FE6800 Series Mutti-Point Loek Single �A-d x I +j-150 354 3J4 800 8=0 FEb800 5eries Mutti-Point lock Pair with(2}988CR (8-0 x I +�-150 350 3Y4 800 ' suriace botts engaged �8-0 ML2000 Serles Mortise Locics, � 5tngle Door,InswEng or 3-0 x I +/-115 350 3/4 1208 ML20600,ML2Q700,ML248QQ,or Qutswtng 7-4 � ML20404 Series Access Control Mor#ise Wcks{Latchbolt x Deadbolt � ED5200S(A)x M107 SecureBblt 3-0 x I +j- 125 35d 3J4 1208 , Ezit Devite, ED520QS(A)x M]:07 7-0 with or without 900 Series Trim, 9600,97U0,980q,99d0 Series Access Controi Trim,ar 9900 � EleCtrified Trim i � Ml:2004 Series Mortise lockset Pair with(2}Rockwaod 6-0 x I +(-70 350 �3!4 735 � i � http:!%database.ul.camlcgi-bin/XYVltemplate/LISEXT/1FT�;AME/shawpage.html?name=ZHEM:R... 2122/20I2 • ware -. " . _ . � Page 1 of 3 uL ONLINE r.FRTIFIGATIQNS DIR TORY r ZHEM.R21836 � Latching Hardware Paae Bottom , Latching Hardware See Generel Information for Latchfna Hardware ' CORBIN RUSSWIN INC ' R21836 • ' 225 EPISCOPAL RD BERLIN,CT 06037 USA ' Impact Latch Latch Stiffness Design Throw Strengtl� Max Class Load� (ft- Min Mtn ' Model Configuration Size (min � ) (ps� Ibs) (in.) (Ib ED5200S-(A)x M107* Single 4-0 x I +/-70 350 3/4 1120 8-0 x707A,708A,FE707A,FE708A out-swing ' mulf(ons Paired 8-0 x 8-0 , ' out-swing ED5470-(B)x M307* Single 4-0 x I +/-70 350 3/4 1120 8-0 ' out-swing Paired 8-0 x ' 8-0 out-swfng 988CR Surface Bolts Paired 6-0 x I +/-60 350 — 720 � 8-0 out-swing ML2000 Series Mortfse Lackset Sfngle In swing 3-0 x I +/-60 350 3/4 630 , 7-0 ML2000 Series(Latchbolt x Singie in swing Latchbolt 3-0 x I +/-70 350 3/4 735 Deadbolt) and deadbolt engaged 7-0 ML2000 Sertes(Latchbolt x Paired 6-O x i +/-60 350 3/4 72p , Deadbolt) 8_0 aut-swing , ML2000 Series,ML20600, Patred Latchbolt and 8-0 x I +/-70 350 3/4 1120 ML20700,ML2U800,ar ML20900 deadbolt engaged with 8-0 Series Access Control Mortise (2)988CR surface bolts Lacks(Latchbolt x Deadbolt) engaged.(inactive lea� , Mt2000 Series, ML20600, Single Latchbolt and 4-0 x I +/-7d 350 3/4 1120 ML20700,ML20800,or ML20900 deadbolt engaged 8-p Series Access Control Mortise Locks(Latchboft x Deadbolt) ' 988CR Surface Bolts Paired 8-0 x I +/-150 350 - 1200 8-0 707AKM,WS707A KM Door Pai� 8-0, I +/-70 350 N/A N/A 1 hrip://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=ZHEM.R... 2/22/2012 1 ED5200S(A) x M107 Option SecureBolt Exlt Device Panic or Fre Rated Hardware ' 3067.10 with or withaut 900 Series Trims. 9600, 9700; 9800 Series Access Cont�ol Trims, or 9900 Series � Electrified Trims " ' Limits of Use Certifcation Agency Gertificate Approved for use in HVHZ: Yes FL3067 R6 C CAC ZHEMR21836 pdf Approved for use outside.HVHZ:Yes Quality Assucance.Contract Expiration Date Impact Resistant: Yes ].2/31/2017 ' De`sign Pressure: +ZOj-70 Installation Instructions Other: For ase with ouEswing, 4'x 8'single or 8' x 8' pairs of FL,3067 R6 II FM188A FM2_79 FM280Mullions odf hollow metal doors &frames with 707A, 708A, FE707A, or FL3057 R6 II .FM211=9903-9905EIecTrim pdf ' FE708A mullions FL3067 "R6 II FMZ25-9800Trim pdf � FL3067 R6 II FM314-9600Tri"m odf FL3.067 R6 II FM325-9700Trim odf ' FL3067 R6 II FM53P2 - ED5200SAxM107 pdf , Verified By: UL LLC I Created�.by Independent Third Party.: Evaluation Reports _ _ Created 6y:Independent Third Party: ' ' . ' � ' t ' � , I ' � e ��MPLATE �o� �07 Continued: ��i�� Effective date:March 1•,2007 ' � ' Supercedes:AiI.P,revious •— _ `_ /1�, ��Y � ' � 7' MCK=HG305 (Stainfess.Steel) T 'ED'GE-MQUNTED CQNTINUO.US HtNGE wlEDGE GUARDS O ' � ELECTRICAL OPTIONS PREF'ARATI"ON DOOR & FRAME CLEARANCES w �' TOP OF DOOR � TOP OF fFAME ' -� � t/s a. (3.2) 3/8 * 1/8 W • F !1 E! � �OR CLEARItNCE f9.5a �3�I I ' , I I � DOOR I 35/32 p � STOP' f � (19.8) � � . I . ♦ � „ ♦ _ , . : ��_..._ . . • -��. :.: ' i ..i_ I ._ A I � + I B, ; i I SI�IGLE.DOOR ' 1 I � i � � 31l32 � , (2a'.6)'. 1 ' I 1=1%8 Dia..l � 1 3!8 3J8 - 128.6a. . I -F-,- - (9.5) (9.5} I 1-S/8� I ' � (413)I � 1 3/4,Dia. � � . (19,0J 0 O � � ,1"-i/T6; � � j �27.U) 178 L� • * ' a I �0 172 : (32)_ I 29J32 ;l„ I73.7) 1 � �_ 1 �_ , _ (22,9) n � -�/ --.. _`� - _. ... -�! �°o; ' � PAIRS OF.DODRS 1 �". i ,�;, UL OF HINGE: n� �Add 1Z16"fo�:Frame I"rregula�iry e�e •V'> '�: - - DOOR - -- - - FRANIE. - _ ' �;_. . - . - _ U;u. o;o HAND DiM. CClQC MM CGQC MM NOTE: �,o - Corisult•theMcKINNEYcatalogfor.additionaC �i �,;N, ,R A. 4z-z/iG: _ _. — � ��.7�� , elearanceand:undersiiing information when, ' � � _ _ 40-131.16� _ using,Edge GUaids and%or AdJust A-Sctews: � s. R" B p o35:8). �=' �-- v � - - � 37-4/16 _ - � - � � R G (952.4). ' = V — — — 37=11I16. a�s R D (956'S) ?', 5 `r 40-11%16 ��M L A (7032.7). — — — ' ' � _ _ 42=9/16 _ rv�' L B (tos0.3j �:`o ,v o � C — 37-9/16 _ _ 0 3� 2 4 ' c — — — ra+,c 37-ttf'1,6 �'�; L ', D ies65) �o. �� McKiNNEY,Products Company • 225 Episcopal Road • Berlin,CT 06037 • PHONE:800=346-7707 • FAX:800=541'-1Q73 � �' ASSAABLOY die global leader in door operiingsolutions_ i ' � �C��Q�� TEMPLRTE �O1 �O7 Effective date;March 1,2007 �a;�/� A Q1 �'1 i Supercedes:All Previous 1 K�r'1/��Lll.� � O t 7' MCK-H.G305 (Stainless Steel) � �S,F�� r EDGE MOUNTED CONTINUOUS HlNGE w/EDGE GUARDS c 11L us � 3�s 3�8 DO NOT S"CALE � ' (4.S1 (g 5) �„W., o. o �b � � . "S'_ {. , J o. e _� a ' 0 o s. i�= = = �_ __ —� � - -__,�_ � o, o_ (�6.z) ii i i� W 3� Notes: —� i � 1-314 � , ��6•Z�' 1.Due to-va�iations.in frame � I � N�:4� ' installations,Pre-d�illingforfas- ! �t__, � 6 teners is noCrecommended: — �� (152.4) a e 2.Fire.rating labels on doors& � � — — _ _ _ _ _ — frames should be ptaced on-the � t 6 frame header&,top rail or lock �I �l s?•41 edqe of doars For visibility afYer 1%16 3/4 :075 � �- hinge is ins"talled. 3/a(s:z) (�+6� (19.0) (1.9) 6 DOOR C6EARANCE (152:4)' � 2-1L4• TOP. 0 0 (57:2).` � -6 - - (tS2:4). - 1/2 �� 1T2 - � � e o (tZ.7) I �� (12:7j I 1-1/16 � 1� � (27.0) ' 6 �I (152.4) I j� � 83=1/8 a o 1� j ' (211-1.4) 6 314 I It . ' 3!4 1 1152.4} (19.U) j 1-172. t I19.0) I (38:1). e e �� a �I I ? G � �.� �a 1 (152.41 I 11 j . »� a,. �;o- o �-f I c� �1 I 1-1/2 f�, S� 6 � �! I I36.1) „ a ' (15�.4j 1't I �N c:o o - - �'f I z r 6 �' ti I �� £vQ (152:4) �I i �S o °� 'I jl 1 1-1/2' n'� ' 6' .I �t I (38;1 j �,�. (152:}) � �! �I 1'a.. O �t ` � � e i t 3 (76:2) • — •. _ %� _ .. — -�IL... _ /�:. .. _ ,.I � o^ ,. - _,._. _�/�..—,. _ �. �..... _4'/v.. .. _ ...� _.z 3 � . I I I 3� e � (76.2J O . I I "'-' , oN , 1 I ^;D. � i I 7-1/16 �.> !_ I (�7:0) "o. ( 1 �i r_ �2�n o c ' McKiNNEY Edge Mounted Coritinuous Hirige MCK-HG305 is made to conform to this drawing. I �o Machine Screw Size-10 x 7/8"F.H,U/C Self-driiling. �� -1-3l8"RH,4djusta-screw. '-'� -10-32 x 3/a F H.U/G = � Wood_Screw Size -1-1/4"x 10 F..H.U/C. COIlfItlUCd... v s t Classitied iri.accordance with UBC Code Standa�d 7-2,Fire 7est bt DooY Asseinblies tor Positive Pressure: �_� �z .McKINNEX(?roducts Company • 225 Episcopal Road • Berlin,CT 0603,7 • PHONE:800-346-770Z • FAX�800-541-1073 �a. ASSAABLOYthe,globaileailer.indooropeningsolu[ions ,� � m , HDX:R2224.1 = Hinges, � � Page 3 of 3 permis§ton`f[om UL"musGappear.adjacentt'o the:extracted.maYeNal.In.add(tian,the;reprinted materiai must include�a copyrightnoticelmthe folloiving foritiat:"0-2015 UL'LLC".. `Iattp`:%%�at�base�ul;cpin/c�i-li'in/XYV%tem.plate%LI�EXT'��.FRA:iV�E.... 1,0�7%2:015- 2�IID�.IZ2224I - �[i�g�s� _ Page 2 of`3 1 � 5 3C 4=iiJ2 T9A%B3386* ' �5 x S.TA3i4'* 5 x 4-1J2�TFi314* °5 x 5 TA386�'� � 'S:x 9-1/�'[A3H6�* -- _ - - `5'.x 4-SL2-SP3386*' ' ' 6>x 6 TA%82714 - - �.6 x 5,TAIB2714' � 6 X 6 T'4ti/B3785 � ' 6�X S.T4A/,(337.86 rB;X 6�FA'724- _ , - -_ -- - � � 6;x 5 TQ71',4: � '.6 x brTA?86� _ _ _ - -- �6;x 5 TA7.85� � ` � ,8�z�b.TAJ,87,3T4 � � � - r I , �F:x 5_T!a%B23]:4: � - —�'- ' -- - l _ � sx-6 ra;va33es_ _. ._ _ _ _ - i '6`x.5'cT4A%83336 ' _ � `= - - - - _ ' _ _—_ _ � I ,., ,.,..::- - - --- __ _. __. _ _-. . - - . __ _.. - --. _ _ f.x.6 TA3Y4; : , _ _ .. _ _ , 6:XSTA32.4: � - ' ` - ' _ _ ... . .�6;it'6TA3ti�--- ` __ _ i � - , . � - :5 X 5 TA3.$fi' _ __ , � - � 8:,x-•8 T6!4/.83786 - _- _ . 8'x,fi,T&Aj8378� '8.xs8;'f8286°. �... .. _._ .. .. - _ _ _. _ , S,x-6_7878.6; - _.. MGK�I2=ND** CO�tlhUOU$ '- '4:ft.X=.B"ft'Sl�igl�'SiNfigy +;150�-150 350 - _ _ -:S�Et x:8:ft gair:of:do0rs ., _ _ _. _ . _ _ , , ; MCEC=I4=HD`** Confinuous`. _<- -�4.'fC,x;H;f�:singte:swfng; � .+?150;:=15q ;350 ".•� %�'fC=.ii`�8��ft�gair"aF�itoors` . _ _ . .MCIC-`25�HQ`*'� _ =Gqntfni{dus '- 4'�x,8��tsing,lesWing; � �1'].�U,,�15Q �::35Q. �� 8 xr8 ft Palr of doors'. � �__ _ . __- .' _. _� ,� , NtCK HG�30S+ _C.o„ntinuoUs. �= ,�4 ft x 8(t single swing, +�50,�156; 354, � � ' 8:ft,x:S.ft;paf�of;daors ' htGtC=FM3Q0;:NIGt<-t�'135t7t}, Contisiuous :- . 4:[t;x:�8_ttsingle�swiitg, ,.+254;_=�5.4" '3SQ �. .. MCK'FM3700:*'�' f3;fk x:.B�.Rp�Irdf,d.'oar`s; � ' . _� -- - - - ":_.... � . .. ._._ .. __.. �Also wiLti_dpttori§=QG,:CG,Qe�X GS,:Q�X MM;>GG:x'fS,>or:GG�MM,,the=sliear load of�tt�e'se opt�ons:ts,:2720'1,6s.Y . *'.P�aducts evaluafe¢.iti ae�oi;dance itiIth'TAS�-2U.1-94;TAS 2d�-9�F',�TAS�203-.94..ASTM E33.Qi,ASTM E1886;.ASTM E],996'�arid'ANSI A250:13: � la"st Upiiated:on 2Oi1-Q5-fl4 ' ues 1� `P�tn�thts oaae:; �erms of tTse Paae Toa , �O 201�5 UL,LLC: The appearence.af.a:company's,name�or.p,roduct(n fhis data6ase,does noC in 9tsetf'assure.that proilu¢ts so identi�ed tiave:tieeia,rtianufactureit under UL's:Follqw>Up Seivice.Only those products'tiearing the UL.Mark:should be cnnsidered.to;be.Gertifled and covered�under UUs Fo.11ow-Up Servtce:�Atways.look for the Mack;on-the•product. ' - UL,permits#he reproduetion,of the°mateHat contalned�in:#he Online�CertiBcation Dir�cto,ry�subJecktn.fhe fol[dwing.condltiop"s:1.The.Guide Iriformafiop,-Assembi(es,Construcdons,QeSlg�s,SYstem�,�and/or Certifcat�ons(fi�:sj,.must.be presenEed in•thetr entirety an��in-a�non° misieatling'manne�;-wlthout any'man�pufatfan of,the Gata{or dra!,4tn�s).2.Tfte:staiement"Reprinted framkhe:Ont{rie Certificat[ons plrectqry w4t� � �,ttip:;�%da�abase-.ul::coml+egi�-:bin/h'YV%templa�e%LISEXT%1 FI2Al1!IE... 10%7/20:1:.5 ' —-- -- � ZHDX:R22241 - Hinges Page 1 of 3 1 u` ONLINE CER-TIFtCAT1�NS DIREGTORY ZHDX:R22241, Hi�nges Paae.Bottom F�in`ges� � See General InPormation for:Ht�aes MCIQNNEY P.RODU_CfS"C4 R22241; 22S:EPISCOPAL RR BE(2LIN,�CT�(�6037 USA., Shear_Load ', Desigm,Pressure� (Ib`_s� Max,Qpening 5ize�. (psPj- '. ImpacE ; tleaf hinge',s (conti,nuous:on:plvot (coritin6ous o_r,�pivoE: ; (fC;�V Model Type oniy)'_ �htriges.only), � hinges.only) Ibs), 4-f%2,x'41%2'TA27I4 Ceaf ':3165, Xi '�X 350' 4;1/2';x,4=1/2 TA2714:"z'QE12 - --- -- - � �- - - - - - � - 4-1y2�x�=1/2'TA%B271%}*` _ - •-- -�-- ----.. . 4=1%2 X'�`TA%�2Z14,*� ..- -- - - - - - - - - 4=3J2'ii�h=1/2 TAP1/8�3786'* ,'',�' 4�1%2;x•'4=3i2TA9]:4'�� + � f R:1/2�.X 4-TA714z*' - - - - - -� - 4-1%2.x•�4=1/2 TA785:*` _ -_ _ - _ t .4=3/?`X',�3=1%2 SP.37,fl6`* �4 9003.31 MGK HG305 Continuous, Edge Mounted ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes � � -;�FL9003 R7 C CAC ZHDX.R22241.pdf ' Approved for.use outside HVNZ: Yes Quality Assurance Contracf Expiration Date• Impact Resistant: Yes 12/31/2018 Design Pressure: +150/-.150 Installation Instructions Other: , FL9003 R7 II FiGBtl5700.PDF FL9003 R7 II HG305701.PDF ' FL90b3 R7 II HG305702.PDF FL9003 R7 II HG305703.FDF Verified By: UL LLC � Created, by Inclependent Third Party: Evaluation Reports � Created by Independent Third ParGy: � . _.. _.. _ , - - ' , / t_ _ --'- i/ � . - /�/ ' �� i� �� / / � / �. / . ' . ,� � , �; � � � I . ' I 1 , ; i 1 I � 7z„ . z• � z• � F'RAME WIDTH 3' T 3. 1 1 L 3. � �—t,2• s• 10' I�/ <TYPE 1>CTYPE 27 � —1 r•,�� WIND�W WINDOW �3• 3' r.) e� _ _ 1 ! 4. Ll � H � ' � // �. /�/ _ . • � 63 eB ,� 0 //'/ ) �--i —�-� / (n'Pd /"� as 7 1/2 5 W <TYPE 1>CTYPE 2) � q .,�l�� E •�/ �. WINDOW WIND�W Q jJ 3� i i i 3. � � // 3• L.� r.� ee � �� /�rvr.) as 3•m / 4, -.� 2•� 2• r F . � i � i OPERABLE GLASS PANEL(TYP) 3' 3•� (SEE SHEET 2 FOR DLO'S) SA�H INSTALLATION DETAILS ' � � N.T.:;. ' raonucr xsv�sEn os complyuig ailh�he Flodda ' HuilJinpCotlo 2w / � AccepinnceNo 1i(,�+ APPLICABLE TO THE FOLLOWING WINDOWS: L � �o naw �Q BP-7241E-IP(TYPE 1 WINDOVI� MfamlDadoPioduaControl BP-7236E-IP(7YPE 2 WIND0111� ``��P°'T�rn�,,,�� uvu�i onoe caurm �`.��P � �C/T',,� . ��P�•'' ' '��9 i F10RIOA BUILDING COUE(HIGH VELOCIIY HUpRIGNE ZOH� � �, � � 04015 TILTECO INC. AWMWUAI COMMERCIAL PASS-THRU WINDOWS CMm�et ' ,Q�1F7 ''� �` IARCE 41551LE'IMPACT RESISTANT A.O,/Y.L *� ��-s� QUIKSERV CQRP. 07i��i�s � ��., IL E C O ING. DAT[ A'• ' _�`� 71LIli Tl9TIN0 k ENOINEERINO COMPANY �1�41 BRRTMORE PMK ORNE, y'p�,� � �) . �4; aw Kw.xu.a xa�.w�u�o�.n.uiea HOUSTON.TE%AS 77041 i � F OKI �,' C� ra.�tvspr�-taw.rm�(a+le»-�mi 15-015 '�i'C ' 1 � �� .-mox m�owe., �o�»wr..un �Ac ain m-.ae oa�mNo xe /,��!1' �11 �ATE WALlERA0008719r.P.E. ��~ m�im M s� m FLORIOA Ile. µ1B7 � SHEET 15 OF 15 _ _ - _ � � _ � - � _ _ � _ _ _ _ _ _ � � � � � i � � � � � � � � � � � � � � BILL OF MATERIALS: � s ace pescrl Uon Qulkserv� Materlal See drawing .13-length varles COMPONENT �8 8og3T5 Aluininum � 7 31A'x 41l2"RecL TLba 3pq StalNess Steel See dw g.75-1a/32 x 1��2�•For s acing Inforrpatlan see sheet BA of 15 y Sheet Metal Sorew' �65. See drawing •7-Size varies 5 Nsulaled Leinlneted Glass Na 0.120"Intedeyer 6116��p��►et x Le h varies 7 All Thread Rod Na Grade 2 Carbon 3teel;anc Plated See drawin •11 g FramN P1ate 3981 .14 a:A37M A-853,CA G�ade 40 G-9U GaManized Steel See drawln B•�� 12 . Fremin Plala 3868 14 ga.A37JJI A-853,C4 Grade 40 G-90 GaNanized Steei See drawin -72 18 a 3Q4 Sedea 3talnless Steel �p/32 x 1-112 �3 Access CoHerfor BP-7241E•IP&BP-7236E-IP � 3p4 Steiniess Steel �g Flat Head Tamper Realstanl Mechlne Screw � 10/32 x 1-t/2 �� FIat.Head Machine 3crew 6055 304 Stelnleas Steel 6/t&18 Hex NUt 6301' Lnn Pieted See drewing .11 19 3767 14 ge,ASTM A-BF�3�CQ��adA 40 C''�Gehenized Steel Zp, Frem��B p�ete gpg3-T5 Aluminum See drewin .13-len th�er�es 21 1 3/4"S .Tub�Mulllon � See dtaWl .13-len h�arlas � Wlde Door Exttuslon Mu�lon 6079 6063-T6 Aluminum See drawing p8.13-length varies sesh Face 6081 6b83-T5 Aluminum $ee draW�ng.pg,�3.�ength va�ies 23 � 6083-T5 Aluminum 24 Snap�on Sash 80B3.7�q�uminum ee d�awin .13-length�erles 28 Beee 6123 5118-18 x 1° 28 He%:Bolt 5205 Orade 2 Carbort Steel,T�nc plated �menslons 1 3/8°h x 32° 1)x 112° d 29 Bell Bearing 8ash Slide Rell 'I977 Cald Roll 9teel Na 3tl. Weatherstri 6034 0270"X 0.320'Plle See drawing Pg.13-lenglh varles 32 HeaderforBP-7244E•IP&BP-7236E-IP 8170 Ba83-T5 Aluminum �y� Glazin VI L �� Ne pow Corning 9B5 33 Structural Sllloone 34 Sliicone 21� See drewir�g .13-len th uades. 35 3crew A led Sash 6082 6083-T5 A uminum g�d�y�ng' •11 3B F�m��P��e 36G8 14 ga.AS7M A-653�.C4��de 40 0-90 GaManlzed Steel Ses drawin .13-len th�eriea 39, Wide Door Extnis�on w/slot 6080 8063-'f5 N�uminum See dtawing ,11-size vades 42 poot Bracket n(a 12 a.ASTM A-853,CQ Giad'e 40,G�0 GaNanfzed Steel 10-32 x 3I8".For s bing Ih(oR�ation see sheet 0A o115 44 Tdm Head Hex Machlne Sctew 5008 Gtade 2 Cefbon Steel,7Jnc Plated �a�x ya".For a citlg lnlomlatton see sheet 8A otlfi 45 Trim Head Hex Meohlne Screw 5005. Gtade 2 Cer6on Steel,7�nc Plated s�: ,q.g�8 qg Access Co�ro[Bracket 3985. 20 a.A3TM A=853 C4 Grede AO;G•90 Galvanlzed Steei See drawing pg.12 Grade 2 Carbon 8tee1;Znc Plated Se.e Qra�4lttg :12 4g Hook Lnck wf Thumb Tum,.Keeper and Face Pleta � 16 e.304 Stalnless Steel qg Doof Haridle 0.07 Aluminum wlth Neo ne See drawing .l3-length�sries 53. i8S NA Pedmeter Seel' Na See:dreNi1R9 P9��Z 54 Door Gulde'BI4ok Na High Dens)ty Polyethylene 34'(L)Xd18' Np�1�°lw �g x 1l2"(4)per side,tastening 63 to 21 8 22 55 PhU Pen Tek Screw 5036 410"Seties Stalnless Steel 3#1032 x 1." 56 Phll Flet Undet�ut Screw 5052 304 Sedes Stalnless Steel ��6°dlameter x 0.100"Thick 59 Flat Washer 5402 G�ade 2 Cetbon Steel,71na PlatAd ��g•�ameter x 0.083"Thick . gQ Lock Weaher 5403 Grade 2 Carbon Stee{ 7�nc Plated #8 x 1/2".For specing informetfon see sheet 8A of 15 81 Tek ScreW 6017 Grade 2 Carbon Stee1;�nc Pleted raoourr�visen ai complying xi�L�fie Floride OuildingCode y AcceytencoN �'O 1m�ion aW AIWAI! �em1 adp pro Uct Contro `\"�\111111111111111/I// npp�q�BUICOfNO C06E(Hl6H VElOC�TI'INflRICANE TONE) `�� P p;TI(C/T''�.. � � � \�.�NS ' �i o1m5 TR7EC0 INC. AIUMINUM COMMEBCUL PASS—THRU WINDOWS �� ; ' � UR6E MISSILE IMPACT RESISTANT � •�Sl:•� � ,�� aS/N/t5 �� 'L E QUIKSERV CORP. o.,� '/ C�INC. 11447 BRIfiMORE PARI(DRNE, *� � A�,�C rC�_ iIWT T[STINO Y ENGIHEERINO CONPANY HOUSTON,TE%AS 77041 15-015 .�� WS�xs. a�v.xa wmn� n.si�ee �h�y��n-xf7 ns hi�a�-nu DRAWMO No �,Q•, Z'El�r 4ic rn.u1°t�N��•�ar,.ruic�'�es� Rr.r umic. ou. , �'p•� • �: ��-p008�719d� �•� �� • SH[EI 1t Of 18 `�� p� �y ��E Wnp�q�DA llc�44187 /��V" \� \ e/ffIIIN11111111\ �4,saoo� ��,�soo� 2,izso� o.to90 0,0940 � � 017� � O.L090 �7�0 Q0940 1�7500 1.7500 � � 0.1250 � 13l4"X 1•7/Y'RECT.TUBE 27 q111K8 RV RAH 80�8 22 OU�K9�E�RVR�EX,T�BION �� QUIKSERVRNM8028 .715 � 1,000 �}{�— - ' 0.0550 � 0.0550 .7400 I 1.1400 1.0000 TYP, � t�� .688 0.0550 .562 2'� $ TYP� � 0.422 � �260 � � t.W� 7yp — 1.59U0 1.5000 4•� .71b .031 R. .pg4'R. (•)(�9 /'1__8A9H FACE �CUTAK9ERVRMl0088 35 Q0IKSERVPRM17t6082 H `rGUIfCSERV RMf 9061 tAft t.011 1.60 IJ50 7.750 �1.7500 � o .8750� �875 � 4.900� � � ,3L25 0.1250 2.1250 1.SO � 7 28 QU KSERV FtM1d 8�23 0.070 � pg q � �(•)@-3� 7.000 78'I NAPERIMETERBEAL 39 p DKgERVRRM/8 BOtON WISL07 63 A7 ALUMINUM WRH NEOPRENE 32 7^HEAOER QUIK9ERV RMt 8770 pRUbUCI'IkEVIS�D m complyin8�vllh dw floridn OuildingCodc � � Aaeptenro No �° °� 202g adeProduuCootrol ALUMlNUM EXTRUSIONS ,,..��A"T;<<;--.,,, NWIIDADECOUMY ��•• •T�/�� FLORIDA BURDWC CODE(NIGH VElACf1Y MURNGNE 20N� C 0 M P O N E N TS �• �' e2a15 TIl7EC0 INC. ALUMINUM COMMERCIAL PASS-THRU WINDOWS oiuwN ev � F�� A a C�Z U+ROE NISSILE IMPACi RESISTANT ��✓�•� _ , ' _� QUIKSERV CORP. °��5 _*;�---�-- _ 1 L E C O�N�. o•� �.�',,�/��`� TIWT TESTINO At ENOINEENINO CONPANY ��441 BRffTMORE PMK ORNE, � m11 ILF. 61w d04 MdN WmOlf,R SlllO HOUSfON.TDU.>77041 I �PO�'� F� R40P�•.'�� n�.��u��m.�vi(�Wn-�sn nccP�»m.uurnoe�n)u�yrn 15-015 k I �E� ,�,/�!,, �v � n,.N �� DAAwINo Ne I !� �,p[�'{`^ WIlIEHBA�Wi�Jr.P.E. V� � ,�r�%�1'�r"° l� FIDRIOA Uc. 4N87 sH[Ef I7 oF15 I i I ; i � � � � � � � � � � � � � i � � � i � i — i� � � � � � � � � � � � � � � � � � � � BL CK � 7.000 �1,36 I 0.3750 L,— t� ,,�THUMB TURN HOOKLOCK _�.,,.I �0,5625 U QUIKSERV PART#2022 � 13 ACCESS COVER 18 ga.304 Stainless Steel BP-7241 E-Ip BP-7236-IP I (3)66 TYP. 4UIKSERV RM#3986 � �1,500 � 1.500� � { , 1.1250 ' � � T � .3750 TRODUCf REVISED :it wmplying�vilh Ure hlodda I� Buildin8�c I34�000 1.6250 Aecepwnce�No ��.02 � — MI ade Pro uct Control 54 DOOR GU1DE BLOCK --� �—0,6250 HtGH DENSITY POLYETHYLENE 34"(L)X 3I8"(H)X 1/2"(VI� 48 pOOR HANDLE SPECIFIC GRAVfTY=U.96-0.97 16 ga.304 Stainlesa Steel (PER SAFETY DATA SHEET) qUfKSERV RM�3688 MANUFACTURED BY QUADRAN7 EPP-USA INC, • 700 NOR7H SOUTH ROAD, SCRANTON,PA 18501 ►�wti nnoe cautm `�`1111111111111111//� Rpp�p�BUILDMO COOE(HICH V0.0GiY 1WHfaGNE 20N� ,,��,,��.P a;,TfCC/T''�.,, ',•�� S'�. •, � o2�1S T1lTEfA INC. ALUMINUAI COA4MERClAL PASS-iHRU WINDOWS �N�� LARGE 111551LE IIAPACT RESISTANT STEEL ASSEMBLY COMPONENTS ' � y..pq�^w _ . qUIKSERVCORP. O�DAIC'S �'�v � • ' IL E C O INC. 11441 BPiiiMORE PMK DRNE. -��- = 15-015 �C 0 N T I N U E D) ;A��-. � �P�/�� T�WT TESTINa Q ENOINEENINO COMP�NY M�USTON•h%�.'�� 4. °�x.�:'�(we�'jm°a-in�'n�""Ww�4�aiy�oo v�ow Ou)on-wr nm vt�an'nu o�uvnrro Ne t�mF tllemCadmn q.h �Inl Edl aV.M �d �i� • IGT� � NN.IF31 A.�Wf�M187 � m irm �/� � SH[Ef 12 Of 19 I�� V �� =FLqCOA f � 11111111 i.soo --+ 1,4998 �-- }-----5,0000-�� 0 o O 0,5000 O' 1,5000 � i,soo � o � o �_/ 14 ga.ABTM A�63,CQ-CRADE 40 0-90 OALVANIZED S7EEL �Z FRAMIN6 PLATE 38 FRAMING PIATE QUIKSERV RMI�3881 14 ga.ASTM A-86�,CQ-0RADE 40 14 ge.A3TM A-863,CQ-GRADE 40 G•90 OALVANIZED ST�EL O•90 GALVANIZED STEEL qUIK9ERV RM#�BBB QUIK9ERV RMIE 9888 � —4,2188 0.0526 3,392 OQ O Q O 1.4688 --►� 1,194 �+— 42 DOORBRACKET � 12 ga.ASTM A-853,CQ�GRADE 40 G•90 GALVANIZE�STEEL ZO"FkAMINO PLATE SIZE VARIES 14 ga.ASTM A-663,CQ-GRADE 40 0+50 OALVANIZED 3TEEL `.'QUIKSERV RM#3757 �� I S T E E L A S S E Ni B LY C 0 M P 0 N E T S aR°°�,ying viILIhOFlodda y� ,N D��di�BCod� —03��•V2 AaepinnroNo �tw'o�Da6 r2�'.8 . Mlnml atloPmduuControl b�p�,pg�� `�R A�IT��u��d�i �� T�//� FLORIDA BUILDING CODE(HIGH VELOCIIY HURRIGNE 20NE) ��y�?,••' �CENS�''�. . % e1015 71LTEC0 INC. ALUMINUM COMMERCIAL P/SS-THRU WINDOWS UMWN a! �� LARGE YISSILE MPACi RESISTANT ��/�•� ` � ti � ' I�. E C O�N�. 4UIKSERV CORP. °'�"�15 'IC; `�� /�� 17441 BRRiMORE PPRK URNE, DAiC �STAT OF TILUT TESTINO k ENOINEERINO LOMPAXY HOUSTON,lE%AS 770�I :�o'� �'� aw�n xu. a.ws waia wwa n viro 15-015 �,��` a,m.,cws�}'rn-�aio.r�p�np�i-�an nno nia�naan nw n�n w.me ��P�'. ��noc m.e000d� ORAWINO Ne F�, EB-OOOB7IY v.�. ee�n wa ar.r , G Q� WPLIFA A.7tti1T Jn P.E i m�s� �n ''�� \� FLdEW 11e M167 � 3N[R 11 q'iS rrr�qluuq�i�� 11 i _ � _ � � _ _ _ _ _ � � _ _ _ _ � � � � � � � � � � � � � � � � � � � � � � ', , ANCHOR SCHEDULE _ MAXIMUMIWCHORSPACING"S"SCHEDULE � AT JAMS � MqX q.S.D. � DESIGN LOAD SUB3TRAlE ANCHOR TYPE MAX SPACING (PSE)NEOATIVE LOAb POURED CONCRETE i/4"0 RW BUILDEX �a� . (SEE NOTE 8A/1 TAPCON ANCHORS CONCRETE BLOCK 1/4"7 fTW BUILDEX 1a' (SEE N01E BBH) TAPCON ANCHOR3 , 50 OR LESS ALUMINUM MEMBER 1!4"o fiW BUILDEXTEK 1a' (SEE NOTE BD/t) SCREWS SlEEL MEMBER 1l4"e RW BUILDEXTEK 10" (SEE NOTE 8E/7) SCREWS , y�ppp 1/4"m WOOD SCREWS �d, (SEE N07E BC/1) (NDS) POURED CONCRETE 1f4"a fRN BUILDEX 7 117' I (SEE NOTE 8A/1 TAPCON ANCHORS CANCREIE BLOCK 1J4"e ITW BUILDEX �1�. • (S�E NO1E 80/1) TAPCON ANCHORS • >60 T0 70 ALUMINUM MEMBER 1l4"0 fiW BUILDEXTEK �a� - (SEE NOiE BDIi) SCREWS 97EEL MEMBER 1/4"e I1W BUILDEXTEK �a� I (SEE N07E BE11) SCREWS WOOD 1!A"0 WOOD SCREWS g� (SEE NOTE 8CH) (NDS) POURED CONCRE'fE 1/4"e ffW 6UILDEX 6 1!2" (SEE NOTE 8A/1 TAPCON ANCHOR6 ;noDUcf RP.`»5ED os complYin6�vidi ihe S�loddo , CONCREIE BLOCK 1/4"�(1W BUILDEX 6 117� � uulldinec�� 31Q•O (SEE NOTE 8811) TAPCON ANCHORS puep�encallo o De Lcrj�cr >70 TO 80 ALUMINUM MEMBER 1l4"o RW BUILDEXTEK e��z� uw�i owE courm' (SEE NOlE BDl1) SCREWS ""��i��' edpptoduUControl STEEL MEMBER 1I4"a fiW BUILDEXTEK �..``��p,A•TI(��T�,,,� FlARIOA BUNDMC CADE(XIGH V��Y F1�ARIGNE 20N� s vz, `�� ,,..... .. ✓ �, (SEE NOTE BE/1) &CREWS ' e1018 nLiEco iNc. ALUMINUM COMIIERCIAL PASS-THRU WINDOWs �� IARGE NISSILE INPACT RESISTANT w000 va°ew000scREws ��, ' � 441�� qUIKSERV CORP. °J"'�16 ' (SEE NOTE BCl7) (ND3) c o�� ':�'.••..:''_' I L E C O IN C. 114�7 BWRMORE PMK ORNE. ,��/ ,�8-� I N O 6 E N O I N E E R I N O C O M P A N Y HOUST�N�7D(AS 77�4� 1 5-015 TWT TEST pqAY(INO No I �A�; ,/y�p'�/'Y`[V` wv w�.xa.x.a.wa wo�wmax n.viea �� `Q RI"'.��'L�.� wv+�(aW#��•��-�aii nqm b�n�nuo Oi�qt-��oai na i �•�� . o.ir o�s �+J��,�,�,gpp�5{G \` ATE WF�iO�PoOA lJ.�iM167 � m�sam �V� ��Y SHECf 40 OF 75 � � 4/1 k POURED CONCRETE OR \NCRETE BLOCK WALL y��MAX.SHIMBPAC EM E MENT ANCHOR INSTALLATfON SEE NOTE 9/1 � SEEANCHOR AND LAYOUT 36 � SCHEDULE QN � SHEET 10 MAX, FRAME WIDTH � � M„��, CSEE SHEET 2) � s SEE NOTE 8/I / /////////////// //// 23 1 �� e� 34 1/8"8063•T6 ALUM. F— T ALLOY OR 78 OAGE = r ■ MIN.WALL THICKNES9, �^ H STEEL(A5TM A-b00, W W � / OO y � A-Bb3 OR A�38J S W W / � / Y"117AX.SHIM SPAC �_ M�N. �N � � � � � , � EMBEDNENT V—VJ SEE NOTE 8/1 X� A /� A / �A A 36 � SEEANCHOR �`� �S-M �I / !� �SI�� / / / �_ " SCHEDULE ON ��F �SHEET'10 � p � NIN.E.D, �O� �'F � SEE NOTE 8/1 �' 5 �' 23 1 _ . 34 (2)2"x8"MIN.P.T. - woou eucKs TYpICAL FRAME ELEVATION RE�'D, Y"MAX.SHIM SPAC N.7.S. ' HBE H T PR011UCl'RLVISGD N T / * nsmmplyingwiWlhePloriJa "S"=MAXIMUM SPACING guilding Cado 35 � SEESHEET'10. AaeptenwNo 3�6.� o Datc �� Miamf edeProduuConrtof MW.ED. Muw�n�ne couNtt , 5 SEE NOTE 8/1 `��.��R A��Tj��!�,,,�� ,,, FlARl0.4 BURDING CO�E(MCH YELOCJIY HURRIGNE ZON� \CEN ' � i o201S iILiECO INC. AWMINUM COMNERCIAL PA55-THRU WINDOWS ofuvm er 23 � � SF��•� % LARGE NISSILE IMPACT RESISTANT ti�•/NA SEEANCHOR 34 8CHEDULEON ��'� QUIKSERV CORP. °'�"�„ SECTION A gHEET10 *:��} �• ,�_ IL E C O ING. ��µ� BRffTMORE PARK DRNE, oA� A_ -a:, r3 z,t'� TIWT TE9TIN0 h ENOINEERINO CONPANY HOUSfON,TEXAS 77041 -�, T�r 0�• nua�u.xu�si-A.�%wmxw cvmn,a m�ee 7 5-015 N.T.S. ��O �� ' ��: A"�r l�mle��.��f�am��-�mi c1na TD�n�xn nw b��l►n-nm ORAWINO No ��-0006719 ►ac a..r wm�v �r��l�� 6 �� RIW~11e. 44167E miscw V� ■ SHEEi u OF15 ��1111111111111 � � _ � _ _ _ _ � � '� _ _ � _ _ _ _ _ _ _ � � � � � � � � � � � � � � � � � � � MODEL BP-7241E-IP TYPE 1 WINDOW, HEADER MODEL BP 7236E-IP TYPE 2 WINDOW, HEADER � (IYP.)QTY 9 aaae `� xn �u�� ta�a �un iut� r— --r-- r -Ja-----�- , • � A I 9 I �� 13 I (TYP.)QTY 4 61 � 48 � �� I J NOTES: � I A-Q ACCE9S COVER CONNECT3 TO B-4� ACCES3 COVER BRACKET WITH QTY OF$ � B I _ 4�TRIfd HEAD 10I32 X 3!4 SCREWS. � � � � __J � B-�46'1 CCESS COVER BRACKET CONNECTS r__ 70�.�}rEqoER WITIf GTY 4 OF BQHEX SCREW I t18X112' , ceao }—� ' I 32 D-�BALLBEARING SASH SLI�ERAIL QTY OFS?) � , , C o CONNECTS TO C�HEADER WITH aTY 12 OF(6� ITtIM HEAD 10l32 314"3CREW3. rnooucr rsEv�ssu m complying wiq�O�o Floride � � ar� aro �� uo an No an aoa � Bui1dingCodc �0�,/� �.O� AcceplanwNo �y�r� E-�2 DOOR BRACKET fiTY(2)CONNECT9 T0�9 � atn �2018 BALLBEARINO SASH SIIDERAIL QTY(2)WITH � I qTY80F�HEXHEAD10132X318"3CREW3 ,y�j�yo{ �pro uoiControl � I �,�.�Qrv 2 I 28 D D 45 (SYP.)QTY 72 (TYP.)QTY2 29 0 o e o e q o 0 0 0 0 ^ ^ � � DOOR- HEADER CONNECTIONS CONTINUED L___ INTERIOR ELEVATION � � N.T.S. u�„��E�� I � � �rYP.)nTY z a2 „�nu�LC/ '. �� -r_ `,`��\1��P TI ��1�� RORIM WO.OING CODE(�GH VELOCrt1'FNRfiIUNE S�N� C• OPAWN B1 � ALUMINUM COMMERCIAL PASS-THRU WINDOWS �Q�W� � �� P �CENS � 02018 11LiECA INC. upGE NISSILE lA1PACT RESISTANT � �— �5�;,�'�. �c'•.,. ., H QUIKSERV CORP. °'�""' �� Ty��\R�� OAtt �-�..t 1 L E C O�N�. � (TYP.J QTY B O �'1� = ."'1�_ 11441 BRRINORE PAFtH DRIVE, �'�C: - TILUT TESTINO h[N��NEE0.1N0 COYPANY H011STON,TFXAS 770�1 �5-01 rj •�/� '.. �� uv we. A.su�m,w�aw�ww+�n yt0e OMWRIO Ho :A�•, S S��LV` ew�.�"�'�mJn�-�eao.re:fws)m�-�sa 1we v�A ur�ur r�s d��I ui� � .imc rosowm+ ar.w �ss�v rrt e. ' �-0008719 v� sr SN[Ef��15 .RE�Q/� �� W/L1EA A 11Wf Jr.P.G '��(� C:..::. �� FlARIDAIJe. 4�fe7 �illllll l II I IIIINII --� MODEL BP-724'I E-IP WiNDOW TYPE 1, HEADER. MODEL BP-7236E-IP WINDOW TYPE 2, HEADER. s� as s� 46 9 28 ' I i 32 42 61 44 46 61 � 13 12 • • 7 59 60 19 �• 61 45 " , 0 30 35 22 24 EXTERIOR ' 6 Z3 33 24 6 Z 33 39 • 35 � 23 30 ZQ PRODUC7 PS1'!SGD � � nsmmplywg�viU�IheFla�iJa 61 AceePieneo�No��'7'0�1�•� I�t@�I o am /�(J1e Wall 87 �pp�y{Qppt�pl ' A1UV1 DADE CAUMY �apmunn�pn� �'O `�.��A,TIC(�j!�:''�., 7 39 80 19 ```�� .,...,, ��./ �aRion eu��owa coue Micx vaocm Hurce�mr�) DOOR -HEADER�CONNECTIONS ' • • - m�o,g n�TE�aG AW►IINUM COMIIERCIAL PASS—THRU WINDOWS �� IARGE YISSILE IMPACT RESISTANT A•a•/�•� N.T.s. `�� . QUIKSERV CORP. "'�„�16 � �.L� IL E C O�N�. °A� �'�� S �I� TIWT TESTINO h ENOINEERINO COMPANY ��'f'�� BRRfMORE PMK DRNE, HaUSfON,TEXAS 77041 '�'Q' F � "•'��L we M.w�an.a.su w.wiaru aamon.n.niaa 7 5-015 �G i•. �0 1�."� �C� ` vmn.i c+mp7�-iew.�a.�frp��-imi maa n�m�n�n rm m�l u��o onA�nNo rto i /•,�.:.. � -ncc wmhNmv �� l�f 7E WlLTEA A 17Wf�.BAr.P.E ��• � 1n av.r wn f/�a+�•�� FIDFUOA Ile. 14767 SHEEf 0 0(15 _ _ _ _ _ _ � _ � _ _ ._ _ _ � � _ _ _ � � � � � � � � � � i � � � � � � � � � ' . ' i , �, . .,I 5 �M N C4�PER 3IDE)15 FOR SPACING, r EXTERIOR SIDE 33 3 34 1 or 26 I CANTILEVER OF O,a22• EXTERIOR SIDE - , s 3/16' CLEAR HS 53 22 34 34 MIN. OJ78' �VERALL ' 1/4' AIR (SIL) 23 33 GLASS THICKNESS, i 1/8' CLEAR HS 90CL /� I 0.120'AFINi BllTACITE 4 � PVB IMFRI-A k10 % 1 1/2'S,M.S �1� 3/16' CLEAR HS I (SEE SHEET 15 FOR 1 1/4' AIR CSIL) 33 SPACING & LOCATIDN, /8' CLEAR HS 90CL 1/8' CLEAR H 34 MIN� 3 PER SIDE) ��I��ACITE MI GLASSBTHI KNESS. 34 35 /8' CLEAR HS M1N. 1/2' GLASS B[TE 33 �1° X ` 1'�•S,M.S � 24 . SIDELITE JAiNB DET�►IL (0) CSEE SHEET 15 34 FOR SPACING & ' L�CATION, MIN� 3 MIN. 19/32' GLASS HITE PER SIDE> DOOR DETAIL (X) � 2i 34 2s� 33 EXTERI�R SIDE � s N10 X 1 1/2'S.MS 3/16' CLEAR HS CSEE SHEET 15 FOR I� 1/4' AIR CSSL) SPACING & LOCATION, MIN. 3 PER SIDE) � 1/8' CLEAR HS 90CL 4 0.120'I1�.PINf BLfTACITE � , PVB IhfTERAYER � . , •� � , , • 34 ' - t :, . 33 �8' CLEAR HS I MIN. 0.778' OVERALL CSEE SHEET IS OF 15 35 I 34 GLASS THICKNESS, FOR SPACING, 55 ' MIN, 1/2' GLASS BITE MIN. <4) PER SIDE) � 30 PRODUCT ItE1'ISBU us complYi��O�ri�h dk flonJu MULLI05�f SIDELITE DETAIL (0) °°"°'"o`°d� _ �Z� Acaptanca Na 5�--INSULATED LAMINATED GLAZING DETAILS `�°°"�°°°°°' MVA11 DADE COUNfY \`"1�p1111111111!///��,' Fl.oRIM BUILDiNG COOE(IIIGN VELOCfIY HIKtRItlJ7E ZONE) � •"' ��i m2016 TILTECO INC. AIUMINUM COMNERCIAL PASS—THRU WINOOWS ��' ��`Q.�,.••'�EN"' •�� URCE MISSILE 1NPACT RESISTANT A.o./Y.L �,� ' o��ivis IL E C O�N�, QUIKSERV CORP. DAtt � 114H BRIi7MOPE PMK DRNE. �. • ��l�*= 7lltli TESTINO h ENOINE£RINO COMPANY HOI15iON,7E1fAS 77041 �5-015 � O1H IIN.]W�A.S4.]OS.Nim1t\W�MA R]]I00 �.o''• STATE OF =�� r"°"•:('067°�;�,'�610in••«oaa��"�-�a'� r�no dm m.un nw o�a�m�w�e ow��mta no �— m-000ens a•. �"� " �.•• ��w p�+,�. ��?;N� wwmt ti nwr tr.a.c an u-o� n�n + sNcn � a�s 'i� �� FLORIM Uc. Hi67 � � !�l��Nl l l l l I I i 1111111��1``� . i � • SEE SHEET 8 ❑F 15 SEE DETAIL B SEE SHEET 7 20 72�� MAX� OF 15 � FRAME WIDTH 61 26 � I I ` r,� � E S E 0 � 'q ~ ' 2 nin�mm 7 ❑F15 �' � X� 1/5 �„� "'°"' I = � ,h��= � � � � W �,• 19 � � 4 � � o � � oxa vmm � � g �Q � x 61 �a � � 7 DETAIL A(CORNER S1LL) (59 � � N.T.S. , 60 � X B f 81 80 O i � INTERIOR VIEW m a� � ��19 N.T.S. � WINDOW TYPE Z(OXXO) r �� 6g BP-7236E-IP , EXTERIOR , (CONTIIVUED) °� � q, ' SEE DETAIL A I I � ,z i ; � , i � t�, � i; o � , ��,�oo��►��s�p m ar+mplying whh�M Flatid0 48 . � o�,�d,��,1.5_ 316. � n��No � g1 i o OaW �� 81 i MI Ptoduct Nwai naoe coutrrv DETAIL B fCORNER HEADj pu��mur N.T.s. ��.�'•�R A.TIL(�"''��., FL�R�DA BURDR7G CODE(IUGH VELOCRY Ht1RRICANE 20NE) � �' �� 02016 71LTEC0 IHC. ALUNINUM COMAIERCUL PASS—THRU WINOOWS oPAWN B! � VERTICAL SECTiON VIEW ��Q�;��\GENS�C,�•.� LAROE NISSILE IAIPACT RESISTANT ��•/�•� ` N.T.S. ��''�•--�*�� QUIKSERV CORP. °'�"�18 `�`=� IL ECOIN�• DATE � '"*'"J 11441 BRRTMORE PARK DPIVE, ��: �� y � TILLIT TESTINO h CNOINEERINO COMPANY ��pH�1[�]7p4� � �� au�K�.xur se.s.sa��a n.siee 15-015 �A'•, ' �T <4: q�e�.: r3�n-isv.ra:(xaM+�-�m� wa�o O��urwn r�s fny u�aiu .�ns oUeN.a�an ar.ti rasro� n.w ooaoai wn DMWIND Ne •. �-OOOB719 � �� 5 1YILlER A IllLlf Jr.P.E SHCET 8 Of 15 �i t' ry ' \� MnroA Ik. aste7 ��r�tfllll ll llllll\1��\ 1 1 ! � _ � _ � � � � i, �', i � i � � s � � � � � � � � � � � � � � � � � � � � � � � ------ 19 7 20 __---- �69 SEE SHEET 7 OF 16 IXTERIOR SEE SHEE7 7 OF 16 , SEE SHEET 8 26 OF 15(TYP) SEE SHEET 7 OF 15 A 54 56 • • 21 �e�wa.�vm � 54 �__ SEE SHEET 7 OF 15 36 2 �f 1 HORIZONTAL SECTlON VIEW N.T,S. 72" MAX, � 66 72" MAX, F�AME WIDTH 18 FRAME WIDTH SECTIONA-A � _ 'nLa vimN o a vmrH �ROpuMIL6VI5ED X H w.a v�o w Og oswmPlyiuBwi�hUwFlarid� ¢W 06 � BuldinBCodo �D�.� . � �AcaVteneoNo .aw F �_ � � a�a�mTx' to Dato lZ0� S oin vmtx � � ` X r17+ � oLa vm N o �mn� O �¢ � t,.L' ada ¢W O uU Oontm � �S � 0 � QQ � o�.a vimx � Li �¢ � � � Q' � EXTERIOR VIEW(OXXO � . BP-7236E-IP N.T.S. SEE DETAIL A uwNi� 49 49 2/6 48 ��.,��P��TIL(jTJ,,�� INTERIOR VIEW , rwRlw BNL�NG cooE(H�bN vQ�uTM N�N+�"E 20N� '� ��.•'�� ALUMIHUM COMMERCIAL PASS-THRU WINDOWS �� N.T.S. : � m2016 TILTECO�N0. URGE MISSILE OIPACT RESISTANi WINDOW TYPE 2(OXXO) = ' � �= °'","6 �—'•.--� QUIKSERV CORP. o.R BP-7236E-IP � -� �*� IL E C O�N�. 114N BRITiNORE PARK DRIYE, �k t`�'r-��•�-�. _ HOUSfON.�xis naa� 15-015 E 71LLIT 7ESTIN09h�OI�IN��pP�i� ��»��f rm p��u��m pp,�q7N0 No N.T.S. ��o�, ij�1oPS�`V� exan�xvtwe�.-�u�pm�n�-mii .+.�. m�au a.. ^m°� � oris O ' g � � m,,,..m, �n SHER ''��/j�,"�VIVHM '�\ � WRO�RmA��114187 SEE SHEET 8 .of 15 � SEE DETAIL B . SEE SHEET 7 20 � 7 2�� M A X� of 15 s� �RAME WIDTH � 26 � I '' I . p � i � ❑F 15 uin v�om 2 O I X�..i ��•3 o�n v�n o n vtom I F- � W 5 = g= � � a 0 � ��h� 19 �� a� � � ,�,�om � W �v a � � � � � 61 59 � 60 �` ¢ DETAIL A(CORNER SILL) � � N.T.S. X 9 Q � 81 80 � � INTERIOR VIEW 2 I v' 32 0�/�e N.T.3. I WINDOW TYPE 1 (OXXO) '�� 69 BP-7.241 E-IP . EXTERIOR '� (CONTIPfUED) I � � p " SEE DETAIL A � I ,z i � �l � d . 7, � � �I A / PRODUCf IiHV[9HD 4b / a+comp�Y�n@ wh6�he Florida � e�nai�ooac w / 8� Aeoeplencallo ��n �OZ e� � v DETAIL B(CORNER HEAD1 ��wuuuurp�� ^'��""�� uctContml. 1pp111 DADE COUHfY VERTICAL SECTION VIEW N.T.S. ��`��F�,A:T��(/j'J.,,� , FLORIDA BU1LdN6 CODE(MICH VELOCR'/NURRIGNE 20N� ! � • N.i.S. ^ � :�, �'� F '�• � �2018 TIL7ECA INC. AWMINUM COMNEpdAL PA55—THRU WINUOWS Dw1WN ai I ` � LAqGE MISSILE IYPACf RESISTANT AA•/M.L t C as/f�/ts QUIKSERV CORP. � X.� . IL �iCO INC, DAfE � � TWJ7 TESTINO h ENDIXEERINO C01tPANY >>4{7 BRITiMORE PMK DRNE, .'O�• ��C ....K�. a,w.wf,Nm1u cumo�n.aiiw HOUSTON�7EXAS 77041 ��'� �C OP, ,' �4�@ vn.e:00�'.nep_��-iaa.r�:WsN��-�m� ncw o��v.wi nac vn)n�-c'ae 15-015 �i Q $ ♦ "'�'�e°°�'°0"' �MN1H0 No '! /,',��/,SI ,H��, \� alE WAL7ER A.�LR�Jr.P.E uo�u urt ar.r om�cw Sl1[ET �o1'ts :l FI1Nt1DA lk. A4187 ♦ II H11141 . � ' " �� I: ij i' � _ � � � � ! � � � � � i � � � � � � ,;�� ; � � � � � � � � � � � � � � � � � � � � - 19 O 20 ----- 5E8 SHEET 7 OF 1b EX7eRIOR SEE SHEET 7 OF 16 59 SEE SHEET 9 OF 15(TYP) SEE SHEET 7 OF 16 26 p y4 66 � • . 21 �e•w�r.rn�viom 7 64 �- HORI20N7AL SECT{ON VIEW SEE SHEET 7 OF 15 � ss zs N.T.S. 72" MAX, 72" MAX� 68 FRAME WIDTH FRAME \�JIDTH +9 SECTION A-A � � � , = n�^�o�N PRODUCT�RGVISED X L7 pl�VIO � NO7N ascomPlyingwiih�haFlodda � � °°'°�^�`°�` 31.6 02 X H 1 D�QTM w..a wn i � v�nrx Qe g 2 � � O � O �uaOnm �AcaptancoUN� � ��A.Q}� SZ '� Q W ' g 2 � � � � Q �� :Alaml �deProduaOo�ol � uw.vmn� �¢ �Q d � � � L� � �� EXTER(OR VIEW OXXO 49 49 BP-7241E-IP u�,�— owE�o�rm, 2(4 48 N.T.3. SEE DETAIL A `` �`�`1111111111I�� /'' � ��HO COOE(N{GH VELOCrtY NURRICIJIE 20N� INTERtOR VIEW `��.A:TI(� ��.�� 3 ALUMINUM COMMERCIAL PASS—THRU WINDOWS �N� N.T.S. �, 02015 TRiECO INC. �CE NISSILE IMPACT RES�STANT A.a./11L WINDOW TYPE 1 (OXXO) _ �?-� qU1KseRV CORP. °"'+"' � , �L ��rOINC. oert BP-7241 E��P z : •.�. • = 11441 BRfTTMORE PMK DPNE, y A•�:i C.s� �` T�LL1T TESTIN�k ENOINEERINO COYPANY NOUSiON�7E1fAS 77�� 5-015 ws+wr. a.a.xe.�aaia aumo�a.n vies �pu)m.wr nm hi�l�v-via DMWINO Ne N.T.S. 's 9• Y� �.�- �:°"�w�-,� ...�c��_�di ;o �� FZ RlQ .�� .-.�� m.. � � r... � r� �IYf1a WALiEP A�TLL1r�Jr.P.E. m�sm � 511ECT ] OP15 � \ ROfiIM Ik. 44187 QUIKSERV COMMERCIAL PASS-THRU WINDOWS LARGE MISSILE tMPACT RESISTA�IT EXTERIOR ELEVATIONS �- FRAME W DTH� 72" MAX, �-FRAME WIDTH-� � I - s �n� �' x X W ssn vi yy wp � �= un w i N�a neM � S � � � � � YY NOM � �a � � � � cn¢ � � �� . � � � � � BP-7241E-IP BP-7236E-IP WINDOW TYPE 1 (OXXO) WINDOW TYPE 2(OXXO) N.T.3. N.T.S. WINDOW ACTUAL FRAME MAX.D.L.O. q�INO TYPE MODEL TMpE MAX.�IMEPISION DIMENSIONS - (0)16-i14"rVU)X 30-114"(H) BP-7241E-IP 1 72"(W)X 41"�H) �X)10518'(IM1n X26-314"(H) O 15-114"W X 30-714"H SEE PAGE PRODUCT R6V�SGD ( ) � � ( � nswmplyingwilhlhaFlodda Tof76 ��aai�� —03�.�2 (0)15-114"(W)X26-1l4"(H) AcO`p o /ZO'� BP-7238E-IP 2 72"(W)X 38"(H) �X)10-518"�X 20-314"�H) ( (X)70-616��w)x 2oa�a��H� ' (0)16-114"(W)X 26-1l4"(H) �'O�O� uwai oaoe couNn ````��111111Tillffl//��'' FLp,9mA BURDiNC CO�E.(XIGM VElAIXfY HURRIC/�NE ZONq �`��,��GENS••,�ip�� 02016 lIL7EC0 INC. ALUIIINUM COMMERCIAL PASS-THHU WINOOWS uttArM BY URGE MISSILE IMPACT RESISfAN� �0./4.L • �= QUIKSERV CORP. °'i"�'g = ; �.� /"��'�r-*= IL ECO�N�. �� I�.7 ; � 71LLIT TC911N0 h ENOINEfiRINO COMPANY ��4{7 BRITTMORE FMIf DRNE, HOUSTON,7E%IS 77041 `*�' STAEOF :'�; �k....,�.�.�.m.�.o�u�n�� 15-015 R+m��(DoePJ�.��°NN�1-�mf rwC OiA Nf-w] nae 11i�)ot�na DMM1X0 No '�i��/j� EB-OOOB7IB �� 0°� �•" �°� °"� -�"�+�••fl�\a WF�l.O�RIDA IJe. {41 W ��~ an�sa+ +� i SHCET 1 01'1S "��Hur�iumuHN��``\ . _ _ _ _ _ — _ _ _ _ _ � _ _ _ _ _ _ _ � � � � � � � � � � � � � � � � � � � GENERAL NOTES: 1.COMMERCIAL PASS—THRU WINDOWS, LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT 10. PRODUCT MANUFACTURER�S LABEL SHALL BF LOCATED ON A READILY VSIBLE LOCA710N AT PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE 9EEN VERIFlED FOR COMPLIANCE IN ACCOROANCE WITH THE IN ACCORDANCE WITH SECTION 1710.5 OF THE FLORIDA BUILDING CODE. 2014 EDITION OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OFENING. COMMERCIAL PASS—THRU WINDOWS, LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH , VELOCITY HURRICANE ZONES. 11. (o) THIS P.A.D. PREPARED BY THIS ENGIhEER IS GEtdERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE'SiTE CONDITIONS DEVIATE FROM TFIE P.A.O. DESIGN WIND LOADS SHALL BE DEfERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, USING ASCE 7-70 FOR INSTALLATIONS UNDER 2014 FLORIDA BUILDING CODE AND SHALL NOT IXCEED THE (b) CONTRACTOR TO BE RESPONSlBLE FOR THE SELECTION, FURCHASE AND INSTALLATION INCLUDING MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. LIFE SAFEfY OF THIS PRODUCT, �ASED ON THiS P.4,0., PROVIDED HE/SHE DOES NOT DEVIATE FROM IN ORDER TO VERiFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DEfERMINED PER ASCE 7-10 THE CONDITIONS DEfNLED ON TIIIS DOCUM'cNT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO RESPONSIBILIiY. TO COMPARE THESE W/ MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (c) THIS P.A.D. WILL BE CONSI9EkED INVAIID IF ALTERED BY ANY MEANS. IN ORDER TO VERIFY THAT ANCHORS ON T�iIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33q INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED IN THEIR ANALYSIS. FASTENERS (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT SPACING,TO WOOD HAS BEEN DETERMINED IN ACCORpANCE WITH N.D.S. 2012. WHICH WILL BECOME THE ENGINE[R OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE THESE COMMERCIAL PASS—THRU WINDOWS� ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS ENGINEER TO THE P.A.D. ENGINEER, SHALL SJBMIT TO THIS LATfER THE SITE SPECIFlC DRAWINGS FOR TAS-201, TAS-202, TAS-203 PROTOCOLS, PER AT.1. LAB REPORT {� C5736.01-801-18 AND AS PER R��• SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED qS PER SECTION 1618 OF THE FLORIDA BUILDING CODE. (e) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SE4L AND SIGNAlURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PFEPARED IT. 2. h�Ax A S D DESIGN PRESSURE RATING FOR THESE COMMERGIAL PASS—THRU WINDOWS IS: , 'I' 7 O� — S O P.S.F. ThBLE OF CGNTcNfS 3. THFSF COAAMFRCIAI PASS—THRII WIN�OWS WII I NOT RE�UIRE A_HURRICANE �E� � DESCRIPiION PROTECTION DEVIGE ON IN�T'ALLATIONS UP TO 30 FEET ABOVE GRADE. � GENERAL NOTES 4. THESE COMMERCIAL PASS—THRU WINDOWS ARE APPROVED FOR AIR AND WATER 2 IMPACT WINDOWS EXTERIOR EL[VATIONS INFILTRATION. a BP-7241E—IP WiNDC:V TYPE 1 (OXXO) 5. ALL COMPONENTS SHAIL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 14 AND COMPONENTS 4 BP-7247E—IP WINCOW ttPE 1 (OxXO) DESCRIPTION ON SHEEfS 11, 12 & 13. ' 5 �P-7236E—IP WINDOW 'fYPE 2 oXxO g BP-7236E—IP WINDOW TYPE 2 (OXXO) 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING � GLAZING DETAIIS - STRUCTURE. WOOD BUCKS MUST 9E SOUT}iERN PINE, G = 0.55. g DO�R — HEADER &SILL CONNECTIONS .PAODUCfR8VI5HD DOOR — HEADER CONNECTION CONTINUED) �COmP��^e`��0N10�� 7. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS MUST BE PAINTED PER SECTIONS 2003.8.4.2„ 8A � Duildhi¢Oode 2w� 2003.8.4.4. 2003.8.4.5 AND 2003.8.4.6 OF THE FlORIDA BUILDING CODE AS APPLICABLE. g nNCHOR INSTAL�nnoN / v,YOU7 Ae«pcencallo ��.7157,�2 8. ANCHOR NOTES: EMBEDMENT ANO EDGE DISTANCE ARE BEYOND ANY FINISH. � � �� ' �1$ �0 ANCHOR SCHEDULE (A) TO EXISTING POURED CONCRETE: (MIN. f�c = 3000 PSI), MIN. EDGE DISTANCE (E.D.) = 3". 11 STE0.ASSEMBLY COMPGNENTS pq;� �produuCoatro� — 1/4°0 TAPCON ANCHORS W/ 1' MIN, EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC., THRU �p STEEL ASSEMBLY COMPONENTS (GONTINUED) 1" P.T. W000 BUCK (IF APPLICABLE). �3 ALUMINUM EXTRUSIONS COMPONENi'S (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2". �4 BILL OF MATERIALS — 1/4"0 TAPCON ANCHORS W/ 1° MIN. EMBEDMENT, AS MANUFACTURED BY fTW/BUILDEX, INC., THRU �5 SASH IN5TALLATION DEfAILS 1' P.T. WOOD BUCK (IF APPLICABLE). (C) TO EXISfING DOUB�E 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". THIS DRAWING SHALL ONLY BE USED TO — 1/4"0 WOOD SCREWS W/ 3" MIN. THREADED PENETRATION, TO COMPLY W/ NDS 2012. OBTAIN pERMITS 1N THE STATE OF FLORIDA MWAI DPDE COUNfY (D,1/4 0 ETEK�SCREWS,YAS MANU ALCTUR DM BY1BTW/BUILD X NC.Y) MIN. EDGE DISTANCE (E.D.) = 1/2". ``````��r��'/'' }Zpp�pp BUILDINO CODE(HIGH VElOCfIY HURRICNiE 20N� (E) TO EXISTING MIN. 18 GAGE STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DISTANCE ��:� �,� ••F �' 04015 TIL7EC0 INC. ALUMINUY COMMERCIAL PASS—THPU WINOOWS �m+� � ' % URGE NISSILf IMPACi RESISiANT A•�✓�'� (E.D.) = 1/2,. _��-5.'""""�`� ' 4UIKSERV CORP. °'�"i" — 1/4"0 TEK SCREWS, AS MANUFACTURED BY ITW/BUILDEX, INC. . � �� DATC *: -.�.��•.p�.• ��= IL E C O INC. 114�1 BRirTAIORE PMK DftNE, 9. PROVIDE 1/4" MAX. LOAD BEARING SHIM, WHEN AILOWED BY THIS DRAWING. ' � 16�!'S ty a TILL17 TxESo�71N�Q ENOINEERINO CONPANY HWSTON,Tous�7a�t �A•''.�/ �fI�C °��a+:(aos��s�ia'.�nbm��Iv�u�w �s Oi�m�wi ns Oi�u�-�ne 15-015 =� FL 10P,•�'� DRAWIXO Xo \ ^�� 6r1 M 4�IO1 Ylf M.Y � kK /��/� �' WILIER AWOB71Jr.P.E an ism V� : SH[ET 1 oF 15 �// ��. \\ Fi0Po0A Lk. 44167 � Illll QuikServ Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5��Edition (2414),dated 03/12/I5, signed and sealed by Walter A.Tillit,P.E. 2. Department of State Certification of QuikServ Coiporation as a foreign profit corporation, active and organized under the laws of the State of Florida, dated " ' Ql/13/15 and e--filed by the Secretary of State. ' 3. Department of State Certification of QuikSeiv Corp. as a For-Profit Corporation, active and organized under the laws of the State af Texas, dated O1/07/14 and e-filed by the Secretary of State. 4. Statement letter of conformarice, complying with FBC-2010, dated 08/OS/13, signed and sealed by Walter A.Tillit,P.E. (Sarbmitted under NOA 1Vo. X3-0822.06) �' S. Statement letter of no financial interest, dated 08/OS/13, signed and sealed by Walter A.Tillit, P.E. (Submi�ted under NDA No. X 3-08.2.2.06) 6. Department of State Certification of QuikServ Corp. as a For-Profit Coiporation, active and organized under the laws of the State of Texas, dated 07/15/08, filed and signed by Phil Wilson, Secretaiy of State. `" (Submitted uttder NOA No. 13-0822.06) 7. Laboratoiy addendum letter for Test Report No. ATI C5136.01-801 18, issued by Architectural Testing, 7nc., dated 10/02/13, signed and sealed by Vinu 3. Abraham, P.E. (Submrtted under NOA No. 13-0822.06) 8. Laboratoiy compliance letter for Test Report No. ATI-05136.01-801-18, issued by Architectural Testing, Inc., dated 07/26/13, signed and sealed by Vinu J.�lbraham, P.E. � (Sarbmitted trncler•NDA No. X3-08,22.06) 9. Proposal No. 13�-0080R, issued by the Product Control Section, dated 02/27/13, revised on 06l17/13,signed by Manuel Perez,P.E. (Submitted rrnder NOA No.13-0822.06) G. OTHERS l.. Notice of Acceptance No. 1.3-4822.06, issued to QuikServ Corp. for their Series "BP'7241�IP & BP-7236E-II' Commercial .Aluminum Pass-Through Windo�v - L.M.I.", approved on 11/28/13 and expiz•ing on I 1/28/18. • - . , � . - Jaime D.Gascon, ,�. - Prodnct Control Section 3upervisor � � NOA No.15-0316.02 ' Explration Date: November 28,2018 • Approval Date: Apri109,2015 E-Z 1 � `__ . OuikServ Corp, - ' NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED tA. DRAWINGS ' � 1. Manufacturer's die drawings and sections. � (Submitted�rnder NOA No. .13-0822.06) 2. Drawing No. 15-015, ti�led "Aluminum Commercial Pass-Thru Windows - Large Missile Impact Resistant", sheets O1 tluu 08, 8A and 09 thru 15 of 16, dated 08/12/13, ' ' with the latest revision no. "1" ciated 03/11/i5, prepared by Til#eco, Inc., signed and sealed by Walter A. T`illit, P.E. ' B. TESTS 1. Test repor�ts on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 ' 3) VS%ater Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 � 5) Cyclic Wind Pressure Loading pez FBC,TAS 203-94 ' 6) Forced Ent�•y Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of se�xes BP-7241E�--IP and � BP-7252�IP ahuninum eommercial pass-thtu windbws, prepared by Architectural ' Testing, Inc., Test Report No. ATI-05136.01-801-18, dated 07/26/13, signed and se�t�e�.by Vinu J. Abraham;P. E. (Sr�bmitted r�n�er.NOANn� .Z�-G822.06) IC. CALCULATIONS ' . 1. Anchor verification calculations and structural analysis, complying tivith FBC 5`n ' Edition{2014),prepared by Tilteco, Inc., dated 03/11/15, signed and seal�d by Walter A.Tillit,P. E. 2. Glazing complies�vith.ASTM E1300-04/09 ' D. QUALITY A�SSURANCE 1. Miami Dade Depai�tment of Regulatory and Economic Resources (RER) � E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. ].4-091.6.10 issued to Kuraray America,Ine,for their "Ku�•aray PVB Glass Interlayer"expiring on 12/11/16. t2. Material Safety Data Sheet of MSDS-l.7 High Density Polycthylene, da#ed 09/11/08 and issued by Quadrant Engineering Plastic�Products USA, Inc., the latest revision ' dated 09/O1/10 by M. Lykins. � . _ - �� 1 (' , � _ � - Jaime D.Gasco ;P:•�� • "' _ . Product Coutrol Section Supeivisor " ' 1�IOA No. 15-d316,02 Expiratiou Date: 1Vovember 28,2018 Approval D�tc: April Q9,2015 I . E-1 I ' Mr�;��'��;�r�� lYlIAMT DADE COUNTY 13:u1LL� �'RODUCT COIYTROL SECTION DEPARTME1�tT QF REGULATQRY AI�ID�CQiY4MIC RE$OURCES(RER) I 1805 SW 26 Streef,Rt�am 208 �f3ARD AND CODE AAMINtSTTtATit3i�t DIVISION T(786)3IS-2590 F('186�315--2594 _NOTICE fJF ACCEPTANCE (NOA)� .�.miAmidade,eovteconomv � QuikServ Cor�r. 1 x441 Brittmore Park Drive Houston,TX'7'�24(} SCOPE: Tlus NOA is being issued �nder the applicable rutes and regulations governing fhe use•of canstrvction - materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- ' Praduct Con#rot Section tt�be used in Miami-17ade Cfl�nty and other areas where allo�ved by the Authority Haying Jurisdiction(AHJ). This N4A shall na#6e valid af�er the expiration date stated below.The Miami-T�ade County Pr4dti'Ct Control Section(In Miami Dade Caunty}and/oi•the AHJ(in areas other than Miami-Dade County)reserve the right � to have this product or material tested �or c�uality assurance purposes. If this praduct or material fails ta perform in the accepted manner, the manufacturer witl incur the expense of such testing and the AHJ anay imrnediateiy revoke, modify, or suspend the use af such.product or material within their jarisdiction. RER raserves the zight to revoke this acceptance, if it is determined by Miami Dade County Product ControI Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descrzbed herein, and has been designed to cgznply with the Florida Buildiug Code, including the High Velocity Hui�•icane Zone. . " I)ESCRZPTIOI�T; . __ _ Series".�'72�1E-IP &BP'7236�-�YP"Coznmez�cial Aluminum Pass-Throu�1�Wi�dow=�L.M��. APPROVAL I}OCUME3+ZT: Drawing No. �5-015, titled "A��.**ti��um Commercial Pass-Thru "Windows- Large Missile Trnpact Resistant", sheets 41 thru 08, 8A,�09 thru 15 of 16, dated 0$/12/13, with the latest revisian na. "1" dated 031I1115, prepared by Tilteco, Inc., signed and sealed by Walker A. Til[it, P. E., bearing the Miami Dade County Prodtict ConYrol Revision stamp vvith the Notice of Acceptance nurnber and Expiration date by the Miatn't-Dade Covnty Prodact Control Section. M�SSIZ,E IMPACT RA.T'�NG: Lai•ge and Small Missile Impacf Resistant LAB�LING: Each unit shall bear a permanent labei with the mat►z2facturer's name or Iogo, city, state, series, and following statement: "Miami-Dade County Product Control Appraved", unless qthei�vvise nated herein. RENEWAL of this NOA shall be considered after a rene�val application has been fiied and there has been no change ia the applieable building cade negatively affecti�g tha performance of this produet. TERIVII.NATION of this NOA will occur aftet•the expiration date or if there has been a revision or change in the materials,use,andl or manu�'aature of the product ar process. Misttse of this�I�tOA as an endorseme�t of any product,for sales, advertis�xag or any other purposes shall automatically terminate this NOA. Failure to comply�vith any section af this NQA sh�ll be�ause for termination and removal c�f NQA. ' ADVEI2TIS�MCNT: The NOA nuinber preceded by the words Miami Dade Coiinty, Fl,arida, and � follawed by the expi��ation date may be displayed ia adverkising literat�zre. If any portion c�f the NOA is . displayed,then it shall be done in its entirety. � XNSPECTION: A capy of this entire NOA shall be provided ta the user by the manufacture�� or its distributars and shaIl be available for inspection at the job site at the request of the Building Offici�l, This NUA revises NOA Na. 13--Q$�2.06 and cousists of this page 1 and evidence pages E-1 and �-2, as wetl as approval documenf rnentioned abcive. The submitted doouinentatian was reviewed by.Xaime D.Gascon,�".E. � . _ NOA No.15-0316.02 ir�i•�Aoe cautvrr Expira tion Date: November�8,2018 Ilt ��.., ,1 ��11 . Approval Da#e: Aprii 09,�Ol 5 - 4 y ts Pa�e I . � 72" FRAME WIDTH 2• � 2•-- 3' � 3. 1 1 ' � 3. '• 7-1/2' S' 10' I�,/ CTYPE 1)CTYPE 2) —� �3• 3' / WINDOW WINDOW 4' � t 1 '"��vP.� � � � , � // � �" H � _ � ee ,� �F ��/ �/ 1 � (T1'P 1 / " ss 7-1/2' S' �,LJ / � <TYPE 1>CTYPE 2) � � ��'� ~ E ,�f .. WINDOW WINDOW Q 3� i i i 3� � ~ I P.) 68 � /��/ 3, LL �rva.l as 3•m 4• � � —` 2�~ 2� � I f i 3' 3' OPERABLE GLASS PANEL(TYP) (SEE SHEET 2 FOR DLO'S) SASH INSTALLATION DETAILS N.T.S. raonucrxav�seo us comylyuig��ilh the Fladdn BuildinpCo�o 2^/_ � ' pccepinncoNo APPLICABLE TO THE FOLLOWING WINDOWS: � L*� o Daw 1� BP-7247E-IP(TYPE 1 WINDOVI� MfamlDadoP�oductControl BP-7236E-IP(TYPE 2 WINDOVI� \`.```��P'A°T��C%�''�.,, uwn owc couMv `��Q,�,• .,✓�� F10RIDA BNIDQIC COOE(HICH VELOC(fY HURRIGNE ZONEJ � 02015 71LTEC0 INC. AWMWUY COMNERCIAL PASS—THRU WINGOWS Dfuxn ar ; '4�� URGE MISSILE IMPACT RESISTANT �•Q✓�� S QUIKSERV CQRP. °'�"�f6 *'• �(�[�/� ��' IL E C O INC. ��441 BRIfTMORE PMK DRNE. �r� '��'. `�lS�� i TILl1T T[7TIN0 4 ENOINEEWNO COMPANY '9• F .r p.,.• � ow R.. �,.b.�.wM,.�a,mwx n.m�a HOUSiON.�xws nof� 15-015 :,O • C 0 is�0 � \C�� e.'°tl�+mp�i-iaw.ro i c�mn-�m� nvo cns)on�an nx o��an+ree i��' ' \ .-,mz ap.o.e�c.a n.r .u. av.r m�o DMN7N0 Na �-OOOB719 ��If" �11 OA7e w�io�uu 44187 , �V� 1 SNEET 19 Of'73 � � � � � � � � � � � � i � i � � � � � - - �, +,�, ""' '� •� r -- r � - .� � � ,i� ,�, r' � '�' '�' . , i � OF N1lATE_ R�S s o�s B�L� t3_�e�gth w��' of 15 See drev+�n9 ��cmation sea aheat 8A i �___�_._-�':tfldai 1 1/�.Fot s actn8 See dw9 9.15-10132�e dta ' .7-si�e vaties �f�erv# gpg3.T5_Atumin� ter x Len h�ries ��{ Uon 6026 3p4 StaPnless Steet yt16"Diama ,,�,� 5U65 0,120''_'.nt9fi,�8f--ptsted See dsawt COMPONfi�T# 13t4"x 41f�'ReC4 T�� a �qni Steel�7�� See dt�w�n 9;12 � SpEmt Nletai So �aQs �g �A��da,�G.gp Ge�nized Stesl See drawin inlnated �atvatdzed Steei ip�32 x�� 4 insulatedi.a 1A a'.AS7M A�� ,sad'e AO C� 5 Atl Thtead Rod 3981 . � �' 1tll32 x 1-112' piate 38g0 1A 9a.AS'TS� g/48-18 7 F�� 18 a 34d Se�iies 8talnteas Stee ,4i Eremtn Plat� 3p4 Statiintess Siee1 gge cUawfn9 g �q �pq gteilniess Steel ��as 12 ver for B W 7 2A1E-IP 8 BP 72'l��-�P � .i3-len t�va d e$ qacess C•o a Screw y��,�p ls te d �e�nyzed Stee 1 See d r a'�n ,�3,1e 13 F1at tiead Tami��sistaM Macttt� 6�1 Sea diaw . 3767 14 9a.AS"tM Ar8a3��T6 Alum�n�um� 13-{en9th'�cfes 18 Flat.kiead Machira 3crew. h va�tes Kex N� See drawing P9• ��eng� 17 {pte 8pqg gpg3.73 Atuminum gee drawin9' .13-len9th'�ites 19 Fre�nin9 P Mutiton gp79 66g&T�Aiuminum ee drav+r� Z0� 13fA°S .Tut� 606'1 6qg3.'[T A►uminum 5t:i8-i8 x�� i x 1Ix' d 21 yyde poot.Ext�sion Mulilon � a,�umtnum • � 3ash Faca 6Q63_'�`.:, �mensioRs 1 3f8"Na Sns n Sash 6128 (3rade 2 Carbon'^>teai.Z��Plated .13-ts��vjdes 23 5� �!d Rcfl Steet gee drawl�g 24 Base 32p�Pite nta 28 Ne�c:Bolt 19i7 0.27U°x G. �W�omt 995 29 BaiiBeatit�S�ahSlideRa�� gq34 ��5�ucninu.�m--------""" � .�y3.lanih�fies. 6170 gee drawin9 ,ti1 28 Weathecstd &6P 7296E-1P �n StN�tura{1�3111o6ne See d!'a'�n8 30: gpg3-T5 At��mfnu S�drawi .13-ten th�tes �2 Neader�i Bp 7241E-iP x1� Gatvenized Steei �i�g�e yBcies Gtazin � �. � Orade�� See dtawin9 °t�5 33 Stiicone � �y49a.AS'fM A-�`��'[5 Nti�tnum por s cln9{r�ft'�atton see sheei$at15 _ 34 Serew A ed Sash atvanlxed Stee{ �a.�X 3J6. intomlailon s e shee 35 .framl+�g piale sos�0 e.As1TA A-� Ct2�rada�A,G�90 G 314:.Fo�s S� .4.8&$ ' 36 Wide Doar Extsusion w/Stot �8 1x ��a 2de�n S{,pnc Ptet a Steel 10-32 x Se�drswin8 5.12 39. A a o t B t s c ket G t a d e 2 Catba �-9 0 C i atvanixed 3 e e d ra�+tri9 p9�12 ScteW 5 C4 Grade A 0; .13-ten9tr`�rie s 42 7tim Head Hex Maohlt�ScreW 3�gg� 20 e.RSTM�� n 3teeY,'�nc Piated See dm+Ning A4 Tdm Head N Grade 2 Ca Steef See:drawlR4 P :12 8�cket �g a_3pd Stalnlesa, n9 63 to 2i 8 22 45 pccess Ca<�eK T attd Face Piate �� r stde,tastening A� � 0.07 Afuminu�}�� {Hl�� #8 x 11x'.l4�PQ 3#10�32 x i" . Nook 4ask wt ihum�� nta H19h L�e�ity Pa�ektaY��B 30. 11� ' qg, N� 5t16 diamete�x 0.106"11�1ak A9 181 NA Pei�meter Seai' q10'Serteg Staipiess SteeV �18,�am�er X 0•Q83�g�t gp of 15 63. poor Gutda Btoak 5036 3pq Sades 5tetntess�na PIaYOd � for spaci�8 f�Oi�ation s� Screw 5052 G�dp,2 Catb°°St��, #g x 1i2• p,�vtsso 54 PhltPanTek n3teeF 7��lated' rnoDu�'i' �ty�thcMloside p� 55 Qhif Fiaf Undesc�t 9craw 54b2 ��de 2 Csrb° ��p�y�plyiag `�3 Grade 2 Catkwn Stee1;� puttatns cude � �� 56 F18t W$aher AcaS�11coN 59 �k.W6siter 6017 trailan �° . 80 Tek ScreW '---� ��y��E RONE) 81 �� „p�o uuconao��eunov+a code(x�cH vaoaz'� �� COtAMERCFAI.4A56'THRU W{NDOWS A.G•/u.t ```y`��5ti7IL'tqt��4� AWMiNUN R[sISTANT ��it�s P CIT i.ARflE AtI55lLE(�PA�CQRP. fl�� , �4,..,. ,� 0�0,5,��tECo�H�. qUtKSERV 1� ;�yGENSF'�'•�' '' oa�� : ORE P1RK Oy ��,�.,_-3 C Q INC� 114+��tEX/�5 77041 fl�,�p No ` ��`' � �� o eouPu+Y pia>Ne-wt na P�aµ��cm^°" °�" t5 y �R" ,�itl1[T65ttN0 k�Nx��i'eyjjtee �rt,e�i� y'� �v�a SH[Ef t{OF n,: � ' ".. �Np'°M �l0�}[!a-ny 6a0'�� bY'.�r m»� �/1 � i��' ' a� ;'W` Wfl��sf1�187 �i��'j�r' '�il �v .\'` �v tfN�IHItl�llti�L I I 1 4.SOD0 � �L7500� 2,1250� 0,1090 0,0940 � � 0.(70 � 0�1090 1.7500 0.0940 1�7500 1.7500 � � 0.1250 � � t.'!/4"X I•1/7'RECT.TUBE 21 q111K8 RV RAN 80�8 aZ UIKSERV RMt 807810N �� QUIKBERVRM/8028 .775� � 1.000 � - 0.0550 � 0.0550 .7400 1.1400 1.0000 TYP� � t.n2a .688 0.0550 .562 Z'� g TYP� Q,422 � �260 t.aH d — IS900 1�5000 � 4• `� 716 .031 R. .0��R. ( /\__BASH FACE llplllnK9ERVRMi8088 35 pUIXSERVPRMi6082 H V CUIKSERVRNU8067 !�t fAf4 1.50 1.750 �L7500 �� ma � t.Ws .8750� �875 � 0 4.800 O 1.50 .3125 0.1290 2.1250 � 26 �'11g'•BnSE � � � QUIKBERV RMA B'123 i 0.070 pg q �(•)(�1� 7.000 53 A7A UMINUMVYIfNNEOPRENE 39 U�IKSERVRM/BOBO�ONWI8L0T 3Z 7"HEAOER qUIKSERVRMi8770 pRUbUCT.I'tEVIS�D , o�complying wilh Qw Plorida DulldingCodc � � Attepianw No �O� b �ate II , i ade Ftoduct Cbntroi A L U M I N U M E X T R U S I 0 N S ��.��R A�TIL��i�� NW/l DADE COUMY l� �, ' .� �, . • ., ,/ �� Fl.ORIDA BUILDWC CADE(H1GH VEIALfIY HURWGWE 20Nq C 0 M P 0 N E N T S �� • • � '� 82015 TIliECO INC. lLLUMINUTA COMIAERCWL PASS-THPU WINOOWS oMWN eI � =� f'�� L4R6E NISSILE IMPACT PESISTANT Aa•/�•� =�;��-----� IL E C O�N�. QUIKSERV CORP. °��,�i�s �'J�O-� 11441 BflIi7MORE PMK ORNE, �� i �A�•,� (V'� 71WT TE9TId0 k CNOIHEERINO CONP�NY HOUSTON,7E%AS 77041 � m.1!M.11. SI.L JCO.Mf�i61 GI�OR.R?llt0 p��O�A WaIA/l!OW tlfi/tl •�p'�. FG RIDP,.•�� ,�.'"7�e�'�U.q::,.��"�-�� 15-015 � ' �io � artr ou� OAAN4�0 Nn � WILIFAA 11ILf�Jr.P.E m ism in � � 1 I�� , \ FlDR�OA Llc. 44787 SN[R 17 OF 15 I �. � i, ( i i i j _ � _ _ _ � � � � _ � � � _ � � � � � I I� � � � � � � � � � � � � � � � � � � � BL CK � 7.000 �1,36 I 0.3750 . t-- 48 THUMB TURN HOOKLOCK � �0,5625 QUIKSERV PART#2022 �3 pCCESS COVER 18 ga.304 Stainless Steel BF-7241E-fP BP-7236-IP I (3)66 TYP. 4UIKSERV RMS13886 �1,500 - � 1.500---�i I I 1.1250 � 1 1 � ,3750 PP.ODUCTR6VIS6D '• ns complying wilh U�e�'lodda I� HuildlneCodC � e� 1.6250 AecepinnceUNo 3 � G � —34,000 � w � ��i 54 DOOR GUIDE BLOCK —� �—0,6250 NIGH DENSITY POLYETHYLENE 34"(L)X 3/8"(H)X 112"(V1� 49 DOOR HANDLE SPECIFIC GRAVI7Y=0.96-0.97 16 ga.304 Stainless Steel (PER SAFETY DATA SHEET) - QUIKSERV RM#3688 MANUFACTURED BY 4UADRANT EPP-USA INC, . ' 700 NOR7H SOUTH ROAD, SCRANTON,PA 18501 '"'"�"°"°E`°U"'Y `��.��`"p�p'�TIC(j"��.,, FLORNA BURDINO COUE(HICH Vd�n'HUHW�IE 20N� �� ,,,. . , T . 07A18 TIl7EC0 INC. 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CONTINUED -�� - �'��' � . �(��'� TIWT TE971N0 k ENOINEEPINO CO nP�� R��I��N�I�^I�J��m py�y�Np'No � GSU N.R.JW�A.qr.'��ROp�a��IS]I yn c+.� cmwd �A��, F '/�'P ,.��` viww�cwa«be u�a�za�m� a..w ee�mi EB-0008719 ey u..m �h � SHCEf 12 Of15 %h�� ,�,' • IGt� \�h WAL7IIt A llLLlf Jr.P.E � J ��/ �„ � FLOIUN�lle. �4197 11111111 i.soo --{ 1,4998 f--- �-5.0000---{� � � O O 0,5000 '� � O 1,5000 Q i,soo 0 I o ___L �_/ 1A ga.ASTM A 63,CQ-GRA�E 40 0-90 OALVANIZEO STEEL �Z FRAMINO PLATE 38 FRAMING PIATE OUIK3ERV RMq 3881 14 ga.ASTM A-863,CQ-0RADE 40 14 ge.ASTM A-B63,CQ-GRADE 40 G•90 QALVANIZED ST�EL G•90 GAWANIZED STEEL QUIK3ERV RMq 9868 Q U I K S E R V R M#9 8 6 8 � 4,2188 . 0.0526 3,38Z 0 0 0 0 � �,4688 —� 1,194 �— 4Z DOORBRACKET 12 ga.ASTM A-853,CQ-GRADE 40 FRAMINO PLATE G•80 GAWANIZED STEEL 20 SIZE VARIES 74 ga,ASTM A-663,CQ-6RADE 40 0-80 6ALVANIZEO STEEL QUIKSERV RM�3767 S T E E L A S S E M B LY C 0 M P 0 N E N T S 1'RODUCTRGV[SED es w�u}flying wvlh We Flodde Uuilding CaAc ,�0��/_ •�� AaeplencaNa �v o n /2od8 Miem! �oProduuControi uuui o,�ps coumr ��`�R�p�71(L��'''�. FLOWM Bl1RDING COUE{HIGH YtlOCIIY HIIRRIGNE 20NE) ��yaP,•• ��ENS'••, , '�• ORO1S 71LTEC0 INC. ALUMINUM COMAIERCIAL PASS—THRU WINOONS DRAWN Bf � �_�F ,' �% LARGE YISSILE MPACi RESISTANT �0.N•� � � ��-�`J: =� QUIKSERV CORP. °'�"i'S � *�, `� / /�'k= IL E C O INC. 77441 BRRTMORE PARK ORNE, DA� I i�•, �AT OF ,�� TIWT TESTINO�t ENOINEERINO COMPANY HOUSTON,iFJfAS 770�1 W!NJE 1EU.s,,�Aw 100.�UNN EIf�UN.R Jl1M 15-015 :4�� a,e,.�c.,�P�-�yo. .tn+n��-�� oeno n,a.n-w,nz nrn w-me �-�� M1 �A � �� ORAWINO No �-0008718 �� J�' �G Q� WILlER�l llLLli�A'.P.E i m n-� �/' �� `ll �\ �IXEOA lta µ167 a 3N[[T it Of 1S rrr�q�uuuii�ri� � � � � � � � _ � � � � � _ � � � � � � li � � � � � � � � � � � � � � � � � � � ANCHOR SCHEDULE MpXIMUM ANCHOR SPACING"S"SCHEDU6E AT JAMB tuux as.o. DESIGN LOAD SUB3TRAlE ANCHOR TlFE MAX SPACING (PSF)NEOAiNE LoAD ' pOURED CONCRETE 1l4 e R1N BUIL.DEX �p� (SEE NOlE 8A11 TAPCON ANCHORS CONCRElE BLOCK 114"0 fPN 6UILDEX �a� (SEE N01E BBl1) TAPCON ANCHORS ALUMINUM MEMBER 1!4"o fiW BUILDEXTEK �a� 50 OR LESS � �SEE NOTE BD/1) SCREWS . S1EEL MEMBER 114"0(1W B�I�DEXTEK 1a' - (SEE NOTE 8E/1) SCREWS y�ppp 1!4"e WOOD SCREWS 10,� I (SEE NOTE BCl1) (NDS) POURED CONCRETE 1l4"017W BUILDEX 7 112" (SEE NOlE 8A11 TAPCON ANCHORS CANCRETE BLOCK 1/A"017W BUILDEX �� (SEE NOTE BBYI) TAPCONANCHORS ' >60 T0 70 ALUMINUM MEMBER 1/4"B fTW BUILDEXTEK �p�. (SEE NOlE 8D/1) SCREWS 9TEEL MEMBER 1/A"e ITW BUILDEXTEK �a� (SEE NOTE BEIt) SCREWS yyppp 1l4"o WO�D SCREWS � (SEE NOlE BCH) (NDS) POURED CONCRETE 1/4"e fTW BUfl_DEX 6�� (SHE NOTE 8A/1 TAPCON ANCHORS F(toDUCC Ff:Y15E•Dl�odda oscomplYinB`''� �, �../ .O CONCRETEBLOCK 1/4"OfiWBUILDEX 6112" UuilatneCodc .� �(� AueP�°cuNo �w a (SHE NOTE 0811) TAPCON ANCHORS o oa Gii�+ uuwa��+n' >70 TO 80 ALUMINUM MEMBER 114"0 ffW BUILDEXTEK 9��z� _ �p��µCantml (SEE NOTE BDl1) SCREWS ��.��'�`A�TIC�jT�.,,�� R.ORIOA BUIIDMC CADE(HIGH VF10C�11'HUfiRICJJIE 1�NEI STEEL MEMBER 'I/4"a fN1 BUILDEXTEK 9 11z� ;��`�� ,.�"" ., 'J � AWMINUM COMNERCIAL PA53-THRU WINDOWS �� (SEE NOlE BE/1) SCREWS • � 02018 iILTECO INC. �RGE HISSILE INPACT RESISTANT ` '• - w/�V�e ,N000 va°mw000scREws �� ; ,q �'— = qUIKSERV CORP. o,,n (SEE NOlE BCf1) (ND3) �.:, �-.•.-.; - = IL E C O INe. »µ� BPoTT1dORE PMK ORNE. 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DATE �j� �'f�C; � �� 11441 BRITIMORE PARK DRIVE, TIWT TESTIHO 8 CNOINEERINO COMPANY �{p�57pry�TE%AS 77�� i A�� T ��i�� Oli!1Lt.xu�,R.S�]W'.NOIILt dA700.P.DIlO , <G� ciw�f�m#rt-�aio.ra:(xsp�l-imi po�Pn)maan n.n piy w�-ns� 15-015 • � �-mck ul«aoqsaa av.� esarc� DRAWMG Ne ��q ',s ; �-0008719 osa �r. m�oai � � WALTER A 71L Jr.P.E � i�n a� '�� fl ' ti� �pplpA IIc, µ�R7 � SHEET 0 Of 13 , ��f��1111111111111\�\ � _ � _ _ � _ _ _ � � _ _ _ � � � _ _ ,I i:ll � � � � � i � � � ' � � � � � � r � � � � , ' , ; �` . �'� � ----- 19 1' —O � �� ------- 65 SEE SHEflT 7 OF 16 IXTERIOR SEE SHEET 7 OF 76--� SEESHEET9 OF 16(TYP) SEE SHEET 7 OF 16 � 26 p 54 56 �� 1 . � • � 21 �r wucrwu¢vm } T ( $ �— SEE SHEET 7 OF 75 54 �/ 1 HORIZONTAL SECTION VIEW � 36 N.T.S. ' 26 1 , 72" MAX, `� � 72" MAX, 66 r1 FI�AME WIDTH � 1e FRAME WIDTH I� SECTIONA-A ,� • 2 �� uia vtme I � I',,-,, ', � � X H pLR VIO N D E VI➢fll ' � . .. � PRODUCTit�'i�IS�ED, h ..' , Q W � � � ¢s mmplyiug Ih Iire FlaiiO� 4 � . I � Buildin6�da /'�] X� oin vmtx �a�mn� �W I � _ � ¢�a'nmx � Aaepten D� rO�aQ.�/ ' 1 � OLII V[0 N O �¢ � � a If ` �Z�i{7 Q W 6 �2 6 � Mi Dade Pro ucl Oomro � � � 0 oin v�mx � � (`'7¢ � � � � Q' � � EXTERIOR VIEW(OXXO) BP-7236E-1P 49 N'T'S' SEE DETAIL A 49 2�6 48 uaui ane crouem \`��uu�uu�/�J�. INTERIOR VIEW ``��.�� A.TI( T�.��' RpRiOA BNIDiNC CODE(HION VE�OCI11 NIMi�N�E ZON� 3 N.T.S. � �'�� • ALUMINUM COMMERCIAI PASS-THRU WINOOWS �'�� WINDOW TYPE 2{OXXO) ;: � '•'. '� �2016 TIlTECO INC. uflGE 111551LE IMPACT RESISTANT �'a.N'� BP-7236E-IP ` `�� --� IL E C O��. 4UlKSERV CORP. °'0;,;�16 .� _ � *; /�� _ 11417 BRIiiAIORE PARK DRIYE, N.T.S. �A', ��E/u��` TILLIT TESTINO k ENOINEERINO COMPANY HOUSTUN,TE%hS 77047 �5-015 eva xaf.xu� s�.�w.W�u uiwn.n.a�iee OPAN7N0 Ha i�•� [ Q, � � ,Z wn...:(wn��-�aw rm�pm1��-tnit mnn Oin onauf rm P��oi-mee un �O '. ��li�� •� '� �� E�E-o00�� m•� m�°'• x+� ar.r oamnw � 4�� '��. `rW0)� wr��i��uc�u�ei' an�� 4i SHER e or�s �ii SEE SHEET 8 .of 15 SEE DETAIL B 72" MAX, SEE SHEET 7 so �� F�RAME WIDTH of 15 61 26 � I ' � �. i H $ = w.a vioTx ❑F 15 O � I ?<`" ��3 wn vm i o wom I N � � ` �W � � g � � � I �� O 4 o O ntn.nmH 4 W � �7�� a �� w � � �7 59 � a DETAIL A(CORNER SILL) 60 � � N.T.3. X 8 E 81 BO� ',Z � � , � INTERIOR VIEW I I � a2 �0✓�78 N.T.S. � WINDOW TYPE 1 (OXXO) r� y;;� 69 BP-7.241E-IP EXTERIOR '� '�� (CONTINUED) i q �� SEE DETAIL A ,z � � I I d � , � , . �. � . , � , � A J ' PRODUCTRSVISBp � ,� m wmpiyinp w1�6�he Florida s�nm�ooae _ ��8 .D� ,� 81 AaceDta�ue No 81 ' 0 DETAIL B(CORNER HE4� ��u��«««��ur�� ^'U0°' � ��Contml 1WW1 DADE COUNfY ^ VERTICAL SECTION VIEW N.T.S. `��`��;T��IT��/i� - FLORIUA BUILdNC CADE(HIGH VEIOGiY HURRIGWE 20NQ ' ` ' . ;' �,� � �'.� � o20i8 71L7EC0 INC. AWWNUM COMNERdAL PASS-THRU WINCOWS OMWN a! N.T.S. � _` � � URGE M1551LE IIIPACT flE515TANT AA./LLl ` �� ;�3 �+ QUIKSERV CORP. °'�"�15 *:'�—'' , IL GCO INC. o"� � ��` TRUi TESTINO h ENQINEERINO C0�@ANY 1744�aN'OR��M77�RNE, �'q�: ew kR.xa.s,se ws.Nwn f+mors.n.a��a 15-07 5 . � Q`:� 41�Z ��fuspn-�aw.v�.:rym�n-�v� v�ao Oin.awn nx v�+)m-nw � O ♦ rE8-0008�710� "'�r °Qa'°, � av.r �aasro+ pu� DMWINO Xo ��i $ $tG1+�R1 �OT� wuhn ti nwr,�.a.c nn�,m ��n � swccr a oe�s ��/� t�/ ,}\1. \� FidilM lk. 44187 � a H1111141 - . i _ � � � ! � � � i � � i � � � � � � � � � � � � � � � � � A � � � � � � � � 7 19 1 � �0 -- SEE SHEET 7 OF 1b �xTeRtOR SEE SHEET 7 OF i 6 59 SEE SHEHT 9 OF 15(TYP) SEE SHEHT 7 OF 16 26 A 54 66 • • 21 �x•w�x.rn�vionr • 7 64 �-- HORI20NTAL SECTION VIEW SEE SHEET T OF 15 36 26 � N.T.S. 72" MAX, ' 72" MAX� 68 FRAME WIDTH FRAME WIDTH 19 SECTION A-A _� , � � � = oi.aworx PRODUCTRGVISFA �'� �v� n wurn mcomplytn6wiihifieYloride pulding Code 2w I—' x l� t OO F5 Accepmuto No �/�'J��y/� �� x� DL6 VOIDTI ALlI.VID 1 � VIOTH O6 �'.L 8 4,O , O 4 � O tua vmm 4�DON w '�GV•}8 � � Y �I.IJ � � � _ ,`�� ' � � :,,tleml odaPraduaenonol �� ntn v[on� � '�� Q � � � � i EXTERIOR VIEW(OXXO) .1— 4s qy BP-7241E-IP �„��— �—E�o�M., 2!4 46 N,y,g, SEE DETAIL A ��.��p�A��TIL�jT�.,,�� RpRmA BIGL[XNG CODE(HICH YcZOdfY HURRIf1D1E 20NE� 1NTERIOR VIEW ��••�, ,,.....�... d . •� p2015 TR7EC0 INC. ALUMINUM COMMERCIAL PASS—THRU WINDOWS �� N.T.S. : �. � LARCE NISSILE IIAPACT RESISTANT WINDOW TYPE 1 (OXXO) _ ..� ��"„�S QUIKSERV CORP. o.n p � �, ' , , 'L �C O INC. �1441 BRfi1MORE PMK DPNE, BP-7241E�fr �A� CTg'(� T�LLLT TESTINQ h ENOINEERIHO COYPANY NOUSiON�lEX/S 77�� 5-015 � Y�•�•• �- �� ew wr. a.ar w6.�noiN aumas.n a�im �p��)ma�af nw Otsl�v-nn DMN'INO No i 90 ' LAR1Q��`': "��„-��`:.�c��_�d� N.T.S. , F '"°~' .�,,,.�«� �... � �. r.� � s •�'' Eg-ppp6719 m�y.m+ � S�1E�T ] OP 15 � ,IY f1� WAL7ER A TRN Jr.P.6 �� FLIXilOA Ik. HiB7 QUIKSERV � COMMERCIAL PASS-THRU WINDOWS LARGE MISSILE lMPACT RESISTAI�T EXTERIOR ELEVATIONS � �z� MAX. FRAME WIDTH� 72" MAX, �-FRAME WIDTH-� � � � � � ��o,� _ X W ua h v�am X H wa wm—� �_ ¢W NIM � � � � � M� � S � � � ��M W �� r�i¢ � � �� , BP-7241 E-IP BP-7236E-IP WINDOW TYPE 1 (OXXO) WINDOW TYPE 2(OXXO) N.T.S. N.T.S. MODEL �NDOW ACTUAL FRAME MAX.D.L.O. q��NO 7YPE TYPE MAX.OIMEGISION DIMENSIONS (0)16-114"(VV)X 30-114"(H) BP-7241E-IP 1 �2"(W1X47"(H) iX)70-618"(IN)X26-314"(H) (X)10S/8"(VV)X26-3/4"(H) pRODUCCREVISGD (0)16-1/4"(YV)X 30-1/4"(H) SEE PAGE' ��mP�y��a Ftorida T of 16 Duitdine�o ,,,Q 3�.�2 (0)16•714"(VII)X 26-1/4"(H) AaepwtooTw BP-7238E-IP p 72"(1N)X 88"(H) (X)10518"�X 20�f4"(H) lZ�� , (X)10-b16"(VII)X 20-3/4"(H) (0)16-114"�VII)X 28-114"(H► QD6tiO� 61WA1 DAOE COUNIY `\``��tuiTi np�� Fi,pq�BUILALNG CWE(HIGH VELOCRY HURMGNE ZONq ``��,.�''�� •.J9��i 02016�lIL7EC0 INC. ALUMINUM COMNERCIAL PASS—TNHU WINDOWS uMYM BY �CENS " URGE MISSILE IMPACT RESISTANT �o./y.� _ ---�- ' !�/� QUIKSERV CORP. °'i��,s • �'�'��//��r�(� '� G�r�INC. ��441 8RIT71AORE PARK DRNE, OA� ' �/��U' ; � TIWT TE9TIN0 h ENOINEfiRINO COMPANY HOUSfON,TE%/S 770{1 =�� STAEOF :�= �x...�.�.A..��. n�,�� is—o15 _ :ty= vnw.�cawjn�:��i-im, r�a�D n��w�,x.me)m-wa oaAwiNo Mu ��'S, av. oor�a o�n a. 000s'a ont p A y� %,��8-AUWB71Jr.PL �r a�omi �n i� �� PL � FLOflIR11Je. {4187 r � 51t[Ei ] Of'is �`��ryN1�u m u�aN�\``\ � r r � ii � �i i� �i � i7 �■ � � � ii i� � � 1 � � r � � � � � � � � � "� � � � �� r , � GENERAL ON TES: ,; �� NtACCORDANCEFWCITHRSECTI0NB17105LOF�TFIE FLC��A BUILDINGDICODESIBLE LOCATION AT PRODUCT 1.COMMERCIAL PASS-THRU WINDOWS. LARGE MISSILE IMPACT RESISTANT, SHOWN ON TH�S PRODUCT O�E LADEL SHALL BE PLACCD FOR EVERY OPtNING. APPROVAL DOCUMENT (P.A.D.) HAVE 9EEN VERiFlED FGR COMPLIANCE IN ACCORDANCE WITH 7HE 2014 EDR10N OF THE FLORIDA BUILDING CODE. COMMERCIAL PASS-7HRU WINDOWS, LARGE MISSILE IAlPACT RESI5TANT, MAY BE INSTALLED AT HIGH ��, �a� THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION VELOCITY HURRICANE ZONES. A SiTE SPECIFlC PROJECT; i•e. VtiHERE iliE SITE CONDITONS DEVIATE FP.OM TF1E PA.D. b, CONTRACTOR TO BE RESPONSIBLE FOR THE SEIECTION, FURCHASE AND INSTALLATION INCLUDING DESIGN WIND LOADS SHALL BE DEfERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED COOE, USING uFc �� OF THIS PRODUCT, CASED ON THIS PAD., Pr�OVIDED HE/SHE DOES NQT DEVIATE FROM pSCE 7-70 FOR INSTAUATIONS UNDER 2014 FLORIDA BUILDING CODE AND SHALL NOT aCEED THE � ,_ MAXIMUM (A.S.D.) DESIGN PRESSURE RATIN�S IN�ICATEO ON NOTE 2. IN ORDER TO VERtFY THE ABOVE CONDITION, ULTIMA7E DESIGN WIND lOADS DEfERMINED PER ASCE 7-10 TH�:.CONDITIONS DEfAILEO ON TFIIS DOCUMENT, CQNSTRUCTION SAFEfY A7 SITE IS THE CONTRACTOR S SHALL BE FlRST REDUCED TO A.S.D. DESIGN W�ND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO RES?ONSIBILITY. TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (c) TIiiS P.A.D. WILL DE CONSIDERED INVALID IF ALTERED BY ANY MFANS. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.AD., AS TESTED, WERE NOT OVERSfRESSED, A 33% 1d� ;;ITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED IN THEIR ANALYSIS. FASTENERS WHIC:� WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJEC7 AND WHO WILL BE SPACING,70 WOOD HAS BEEN DETERMINED I�V ACCORpANCE WITH N.D.S. 2072. RESFONSIl3LE FOR THE PROPER USE OF TfiE P.A.D. ENGINEER OF RECORD, AC71NG AS DELEGATED THESE COMMERCIAL PASS-THRU WINDOWS� ADEQUACY FOR IMPACT M1D FATIGUE RESISTANCE HAS BEEN ENGIMEER TO THE P.A.D. ENGINE[R, SHALL SUdMIT TO THIS LATfER THE SITE SPECIFIC DRAWINGS FOR VERIFIED IN ACCORDANCE WITH SEC710N 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS R�E.W. TAS-201, TAS-202, TAS-203 PROTOCOLS, PER A.T.I. LAB REPORT # C5136.01-801-18 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1fi16 OF THE FLORIDA BUILDING ENGII�JEER OF RECORDHlHA7 P EFA ED AT.E AND ORI�IN9l. SEAL AND SIGNATl1RE OF THE PROFESSIONAL CODE. 2. ��sk A S D DESIGN PRES^S7URE onTinir FOR THESE GOMMERGIAL PASS—THRI WI�J� � -}- /O� — 8 O P.S.F. TABLE OF CONTENTS 3 �cr nnu��GRGIAL PASS THRU \'91vD0�9S WILL NOT REQUIRE A HURRI(:AN �E� � DESCRIPrON � GENERAL tJOTES pROT TIOh DEVIGE Oh IN�ALLATIOhS UP TO 30 FEET ABOVE GRAQE� 2 IMPACT WINDO�VS EXTERIOR ELEVATIONS 4 � � ...,.,.�co�iei pASS THRU 1NINDOWS ARE AppRnvFn FOR AIR AND WATEB— 3 BP-7241E-IP WIM1DCW TYPE 1 (or.xo) iNFtl TRATION. 4 9P-7241E-IP WINDUW TYPE 1 (OX%0) 5. ALL COMPONENTS SHALL BE AS INDICATED ON BILL OF MATERIALS oN SHEET 14 AND COMPONENTS , g BP-7236E-iP w�NooW TYPE 2 oXxo DESCRIPTION ON SHEEfS 11, 12 & 13. g BP-7236E-IP WINDOW IYPE 2 (OXXO) � GLAZING DEfNLS 6. WOOD BUCKS BY OiHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING e DOOR - HEADER &SILL CONNECTIONS �ROwmIPJ�Rg�V�I3��o�� $TRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. DOOR - HEADER CONNECTION (CCNTINUED) Duildln�Cude ..O�.�Z 8A A�� 7. ALL AIUMINUM IN CONTACT WITH DISSIMILAR A4ATERIALS MUST BE PAINTED PER SECTIONS 2003.8.4.2., 9 ANCHOR INSTALLA710N / Li�YOUT � � a� �1a 2003.8.4.M, 2003.8.4.5 AND 2003.2.4.6 OF TH[ FLORIDA BUILUING CODE AS APPLICABLE. �� qNCHOR SCHEOULE g, /�NCHOR O�TES:_ EMBEDMENT AND EDGE DIS7ANCE ARE BEYOND ANY FINISH. �� SrEEL ASSEMeu' cornPONEN7s �� preductConw (A) TO EXISTING POURED CONCREfE: (MIN. f�c = 3000 PSI), MIN. EDGE DISTANCE (E.D.) = 3". �y g7EEL ASSEMBLY COMPONENTS (CONTINUED) - 1/4"0 TAPCON ANCHORS W/ 1' MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC., THRU 13 q�UAIINUM EXTRUSIONS COMPONENTS 1" P,T WOOD BUCK (IF APPLICABLE). 14 BILL OF MATERIALS (B) TO EXISTING 0.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2". 15 SASH INSTALLATION DETAllS - 1/4"4 TAPCON ANCHORS W/ t" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC., THRU 1° P.T. WOOD BUCK (IF APPLICABLE). (C) TO EXISiING DOUBIE 2x P.7. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". THIS DRAWING SHALL ONLY BE USED TO - 1/4"0 WOOD SCREWS W/ 3" MIN. THREADED PENEfRATION, TO COMPLY W/ NDS 2012. OB7AIN �ERMITS IN THE STATE OF FLORIDA M��o� (D) TO EXISTING MIN. YB" THICK ALUMINUM TUBE (6063-T5 ALLOY) MIN. EDGE DISTANCE (E.D.) = 7/2"• `��a�A�;`TL��T,,,�� fLpqqA BUILDING CODE(NIGH VF10CfiY NURRICANE 20N� — 1/4"� TEK SCREWS, AS MANUFACTURED BY ITW/BUILDEX, INC. �`�'��••""""•• ✓ �� pLUMINUY COMMERCIALPA55-THRU WINOOWS �N� 04016 TILTECO INC� uRCE NISSILE IMPACi RESISTANi (E) TO EXISTING MIN. 18 GAGE 5TEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DISTANCE �5�:' �.� = ��5 (E.D.) = 1/2" ;� •• �; � QUIKSERV CORP• DATL - 1/4"0 TEK SCREWS, AS MANUFACTURED BY ITW/BUILDEX, INC. *:-••-•yr• � � _ IL E C O�Nc. ��44� gR(fiMORE P�K oRrve. ��y(j� %r I�1�� TlLLlf iE5TIN0 h ENOMEEHMo OOMPANY HOU�N�7FFJfAS 770N �5-015 i ,4', �J�,y' �S /v` e111 N.R�7�R��lL16�lU�.,IaN(p1�1aIN]1t0E naC.01�1�T�llil AL OIA u)-iR� DMN'INO Ne 9. PROVIDE 1/4" MAX• LOAD BEARING SHIM, WHEN AILOWED BY THIS DRAWING. �� L ,`pP ;��; � �� F �� ,.� �� rn I ��i� �y�� WAiEN A�I Nt Jr.P.E � q�� S H[R 1 Oi'15 �//�/'��Ff1`Yi �� FLWOOA L1e. 14167 � . �IJIY 111111 .� QuikServ Corp. NOTICE OF ACCEPTANCE; EVID�IYCE SUBMITTED � F. STATEMENTS �� l. Statement letter of conformance, complying with�'BC Sth Edai�Eion (2414),dated 03/12/15, signed and sealed by Walter A.Tillit,�'.E. � � 2. Dep�-tment of State Certification of QuikServ Coiporation as a foreign prvfit corpozation, active and organized under the laws of the State 4f Rlorida, dated ' � OI/13115 and e-filed by the SecretaTy of State. � 3. Depax�nent of State Gertificatian of QuikSe�v Corp. as a FQr Pro�it Carporation, active and organized under the Iaws of the State of Texas, dated p1JQ7/14 and e-filed by the Secretary af State. � , 4. Statement letter of confarmance, complyin.g with �BC 2010, dated 08/05/l3, signed and sealed by Walter A.Tillit,P.E, (,�tr6miftetl ztnrler 11r4A No. X3-082.Z.tlb} ,�i ' �`' 5. Statement letter of no financial intei�est,datec�08/OS/13,signed and sealed by Walter A.Tillit, P.E. (Submilterl r�nder.NOA No. X 3-0822.06) � G. Department of State Certificatic�n of QuikServ Corp. as a Foi Profit Caxpo��ation, active and organized undex th.e laws of the Stafie of Texas, dated 07/15/08, filed and signed by Phii�Vitsan, Secretazy of State. ' (Scrbmitted rrnder NOA No. 13-0822.06) �. Lab4ratc�zy addendutn Ietter for Test 12epflrt No, ATI-05I36.01-�O1-i8, issued by Architectural Testing, Tnc., dated 10/02/13, signed and sealed by Vinu 3. Abrahaxn, P.E. (Sacbmitled under NOA No. 13-082Z.06) 8. Laborataiy comp�iance letter far Test R.eport Na A'I'I--05136.�1-801-18, issued , by Architeciural Testing, Inc., dated 07/26/13, signed and sealed by Vinu J.�lbraham, P.E. , - (,Srcbmitted tmdel�NOA No. Z3-082.2.06) 9. Propasai No. 13�-0480R, issued by the Product Contrr�l Secfiion, dated 02/2711�, revised on 46/17/13,sign.ed by Manuel Perez,P. E. , (,Sichmitterl under NQA No. �3-p822.Q6) G. OTHET�tSS �. Notice of Acceptance No. X3-0822.06, issued to QnikServ Carp. fox their Series "BP 7241�-1.P & BP 7236�-IP Commercial Alumin;um Pass-T'i�ough Winda�v - , I,.M.I.", approved on I 1/28/13 and expiz•ing on 11/28/18. - � . � . ,�aime D,Gascon, ,E. . • �'rociiict�ontrol Section Su�et•visar � • N�A No.15-0316.02 ' E:�pirAtion Date: November 28,2018 - Appravai Dafe: April 09,ZO15 E-2 � � -- , QuikServ Carp. � NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT�D IA. DRAWINGS - 1. Manufacturer's die drawings and sections. � . (S'ubmitted crnder NOA No. .i3-0822.06) , 2. Drawing No. 15-015, titled "Aluminum Commercial Pass-Thru Windows - Large Missile Impact Resistant", sheets O1 thru 08, 8A and 09 thru 15 of 16, dated 08/12/13, � ' with the latest revision no. "1" dated 03/11/15, prepared by Til#eco, Inc., signed and ' sealed by Walter A.'I'illit, P. E. � B. TESTS 1. Test reports on; 1) Air InfiItration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 94� � 3) Water Resist�nce Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 � 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diageam of sez-ies BP-7241E-IP and BP-7252E-IP ahiminum comme�•cial pass--thtu windows, prepared by Architectural � Testing, liic., Test Report I�T�. ATI-05136.01-801-18, dated 07/26/13, signed and sealed by Vinu J. Abraham,P.E. - . (Sr�bmitted unrfer NOA No. I3-0822.06) � ` �, CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying with FBC Sth � Edition(2014),prepared by Tilteco, Inc., dated 03/11/l5, signed and seal�d by Walter A.Tillit,P. E. 2. Glazing complies�vith.ASTM E1300-04/09 ' � D. QUALITY ASSURANCE 1. Miami--Dade Depai�tment of Regulatory and Economic Resources(RER) �' E, MATERTAL CERTIFICATIONS 1. Notice of Acceptance No. 14-091.6.10 issued to Kuraray America,Tne,for their "Kuz•aray PVB Glass Interlayer"expiring on 12/11/16. � 2. Material Safety Data Sheet of MSDS-17 High Density Polycthylene, dated 09/11/08 and issued by Quadrant Engineering Plastic Products USA, Inc., the latest revision dated 09/O1/10 by M. Lykins. • � - . . _ - �� - . . - _ � - Jaime D.Gasco ;�:-�- - • "� - _ • Product Coutro!Secfion Supervisor - � 1�i0A No. 1�0316,02 Expiratiou Date: November 28,2018 Approval Datc: April 09,2U15 � E—1- � MI�E NuaNu nnn�courr� � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I 18Q5 SW 2b Street,Room 208 BOA,RD ATIA CODE ADMINISTRATIOIV DiVISION T(786)315-2590 F(78�315-2599 NOTICE OF ACCEPTANCE {NOA) �.miamidade.eov/economv QuikServ Corp. ' 11441 Brittmore Pariz Drive - Houston,TX 77240 , SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and acceQted by Miami-Dade County RER- ' Product Control Section to be used in Miami-Dade County and other areas where al(owed by the Authority Having Jurisdiction(AIiJ). I This NOA shall no#be valid after the expiration date stated below.The Miami-Dade County Erodact Control � Section(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County}reserve the right � I to have this product or material tested for c�uality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will mcur the expense of such tes�ing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Conhol Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descrzbed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Huiti•icane Zone. � DESCRIPTION: - Series`BP'1241E-IP &BP-7236E-IP"Commei�cial Aluminum Pass-Through Window-L.M.I. APPROVAL DOCUMENT: Drawiag No. 15-015, titled "Aluminum Commercial Pass-T�+ru Windows- Large Missile Ympact Resistant", sheets Ol thru 08, 8A, �9 thru 15 of 16, dafed 08/12/13, with thc ��test revision no. "1" dated 03/11/15, prepared by Tilteco, Inc., signed and saaled by Walter A. T;�.it,--i': r,., � bearing the Miami Dade Couniy Product Control Revision stamp t�vith tha Notice of Acceptance number and Expiration date by the Miatni Dada County Product Control Section. MISSILE IMPACT RA.TING: Large and Small Missile Impacf Resistant LAB�LTNG: Each unit shall bear a perinanent label with tlie manufacturer's name or logo, city, state, � �� series, and following statement: Miami Dade County ProdUct Control Approved,, unless othei�vvise noted herein. RENEWAL of this NOA shall be considered after a rene�va! application has been filed and there has been no changc ia the applicable building code negatively af�ecting the perfomnance of this product. _ TERIVIINATION of this NOA�vill occur after the expiration date or if there has been a revision or change in the materials, use, and/oi•manufacture of the product or process. Misuse of this NOA as an endorseme�nt • of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.�ailure to comply�vith atty section of this NOA shall be qause for termination and removal of NOA. ' ADVERTISENICNT: The NOA nuinber preceded by the words Miami Dade Coiinty, F�orida, and � foilowed by the expia�ation date may be displayed in advertising literature. If any portion of tlte NOA is displayed,then it shall be done in its entirety. � XNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Offici�l. This NOA revises NOA No. 13-0822.06 and consists of this page 1 and evidence pages �1 and �-2, as well as appi-oval documenf inentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. . _ NOA No.15-0316,02 MIAMI•DADE COUNTY Expiration Date: November 28,2018 f�,�jQ►`�� • Approval Date: April 09,201.5 . � 4 i. IS Page 1 Model, Number or PJame Description ! FL# .. - 16711.1 Series BP-7241E-IP 8c BP-7236E-IP - `B'1'-7241E-IP &BP-7236E-IP are Commercial Aluminum Pass Commercial Pass Through Window Thru windows. �' Limtts of Use Certification,Agency Certlficate Appro.ved for use in HVHZ: Yes FL16711 R2 C CAC Ouikserv Dade Listina 15 0316 02 odf i Approved for use outside HVHZ: Yes Qual�ty Assurance Contract Expiration Date �� Impact Resistant: Yes li/28/201°8 � Design Pressure: +70/-80 Insfallation InsY"ructions Other: FL16711 R2 II Ouikserv Dade Listino 15 0316 02 pdf � Vecified By: Miami-Dade BCCO- CER �; Created by Independent Thfrd Party: Evaluation Reports i - Created by Independent Thir-d Party: . � . . . . _ . _ - �i i j �' i �� i � _ � -� , i . , � � � �' � � � � �' � � I �, � � � � - � ��' � � � 1 1 �, \ � � ortum un arcaco ma _ ITEM � PART � 1TEM DESCRIP710N MANUFAC7URER/N07ES ' , wxu. xva ��--4.764 j. + 4.�J;r2� �1.52U-1 �---.��.844 on wrz� PARTS S-�, i �•+ o�/�V� 1A 575-703 HEAD FRAME RECTANGULAR UNIiS 6063-T6 ALUMINUM -��) 1B 575-163 HEAD FRAME ' 6063-T6 AIUMINUM � � � g RhDIUS &RECTANGULAR UNI7S j 0.125 1.594 �1.651- 2 575-101 JAMB 6063-76 ALUMINUM . 2.500 2.500 0.075 LJ � � 3 575-051 OOOR JAMB 6063-T6 ALU�IINUM I I -��--0.070 4 575-158 HP SILL 6o63-T6 ALUMINUM ��'125 n`'� I � I � 5 575-157 HP SII.L FIASFIINC 6063-T6 AIUMINUM -L "'1' gp GLASS gg G S 6A 575-122 TRANSOM &1R YIITH FlN 6063-T6 ALUMINUM O 7 HORI'LONTAL STOP STOP � 66 575-162 C.O.C.TRANSOM BAR 6063-TG ALUMINUM z 7 575-115 HORIZONTAL 60G3-T6 AWMINUM 68 C.O.C. TRAN50M BAR � � �- --�---0.040 � 8A 575-104 GLASS STOP 6063-T6 AUIMINUM 1.000 ' eB 575-160 GIASS STOP G063-T6 ALUMINUM �'S88"� ��492 � 8 C 5 7 5-1 6 f G I A S S S i O P 6 0 8 3-T 6 A I U M I N U M 00.2�5 � � 0.099 �-�--� 7 PLCS. 9 575-759 HP COVER 6063-T6 ALUMINUM 1,650 � 0.06'3J � I.000 10 575-135 DEEP POCKET FILIER 6063-T6 ALUMINUM � L J 0.0 9 0 I 1.573 4.656 2.999 � 11 575-297 SILL ANCHOR BLOCK AT DOOR JAMB 6063-T6 AIUMINUM 1.000 12 451-105 WATER DEFLECTOR 6063-T6 ALUMINUM � 1J 575-133 POCKEf INSERT 6063-T6 ALUMINUM $C C' $$ OHP CC�g, � �� 14 575-102 POCKET FlLLER 6063-T6 ALUMINUM �� 15 575-116 HW MULLION 6063-T6 ALUMINUM � 1.000 � 0.5 3 3 � ��M� f`�---2.500--^{ R� (1n w �w �n � IS CTRIiV1y0D t7 �o � t6 575-310 SfEEL REINF. A36 SfEEL 0.855 P1 o WATER c� 17 575-052 POCKET INSERT 6063-T6 ALUMINUM �' --- °i ��" �„�� t2 �� r' ��at�c c� �'09� DEFLECTOR � � � 18 575-065 PRESSURE PLA7E 6063-T6 AWMINUM �' I---1.575 Accep� ecno 4� � �j�o^ 19 575-164 PRFSSURE PLATE COVER 6063-T6 ALUMINUM �, � E� Ltp ° °� � ZO � w �^ 20 041-045 DOOR STOP 6063-T6 ALUMINUM 10 �� o� 1.030 1J48-�-I � ��z 21 450-140 SHEl+R BLOCK 6063-T6 ALUMINUM ' �Miani a oPro uolCo rol 22 - 1 2" I.G. GLASS SPACER 3005 OR 3105 ALUMINUM �F�,��@'RODU RSVlsso 5.OG0 0.0.90 -nscomplyl wlihlhoPlarl 1.000 SFl�IS AND SE{UANTS 4.656 Ac'cepl� No • g -�- � "'� • 25 027-078 DOOR�ULB WEATHERINC ALCRYN R"p11°��Dn �0 �� 1,00p ' � � 26 127-120 SILL TO FLASHING CASKET CCN SPONGE 27 127-011 SLIDE IN SPACER SANTOPRENE M'� � o T_16•a80 i'3.320 o Zo 28 027-074 SiANDARO PUSH ON GASKET EP�M DUROMETER = 70 + -5 �-2.000 �1.646-I � � �'� 29 127-070 SEffING BLOCK EPDM 0,090 � Z� �N 30 127-121 INiERIOR FIXED GASKET EPDM DUROMETER = SPONG T L�� y 31 127-126 EXIERIOR PUSH IN GASKET EpDM DUftOMETER = 70 1.062 0.062 � p,ag7 � ba z � 32 027-918 GASKEf EPDM DUROMETER = 7p �4 �C 15 FIW � � � 13 P�0 .��I ��4 33 183-303 hIERMAL SEPARATOR F��S EpDM DUROMETER = 70 � �� M�L,19.d. Zp p00R STOP 11 SILL ANCHOR BLOCK N�RT � Z��i 0.531 (AT DOOR JAMB) u� ��"�� 38 128-396 N0. 12 X 7 16" S.S. PHTF SCREW 2' FROM ENDS & MAX. 78" O.C. --, 1,282 --� 0.601 � �vr L� � 39 128-271 N0. 12 X 5 8" S,S. PHTF SCRERW 4' FROM ENDS 2 ROWS � �--1•825--I 0.409 T 3 �3c�.� � 40 128-M1O6 1 4" X I" S.S. HWHTF SCREW 3' FROM ENDS& MAX. 9"O.C. ' 0.100 0.070 0.742 T 0.702 0.300 3� 41 128--910 N0. 10 X 1 2" S,S. FHTF SCREW 3" FROM ENDS dt MAX. 18" O.C. 4 2 0 2 8-3 3 6 N 0. 1 0 X 1 5/8' 5.5. F H T F S C R E W 1" F R O M E N D S; 4 G R O U P E D 2'500 � 2.5 0 0 -�HEAR BLOCK 0.914 � � a AT MID-SPAN; 18" A4AX, BEiWEEN � I 21 L - o.sst 31 G S �� ii�i�� F � � \�� ,..............�� w � �g PRESSURE � ' 4.500 19 P E U p.agJ 0.305 0.180 0.250 �`� � N o.aao PIATE COYER �� M O�O�.� ' �ja . . I---4.658--{1 PLATE C�VER � -{- � r �� _ �o.asz G--- 30 INTERIOR FIXEb ;�, x v �c Q� � � o.1s4 �� T 28 S D D � m �.o� o.2as �--o.ot t. � Su H-ON G S � u,� Z �i d �, o.aao � G �''� ��.� 46 0. . jg STEEL REINF. 17 POCKET INSEt27 Qz ]�/2" I.G. GL0.SS SPAGFR �� i�M�.....•�"'�aa� SHEET N0. �/� 6� �a ` 9 or g i see ctass s�cv,ss °""�"� °"�.�" MULLION END CONNECTION DETAIL•S AT VERTICAL aPTIONs BELOW�'I oow sss ott OP710NS BEIAYl�'� �� a�� MULLIONS ALONG SIDE DOORS IXTERIOR TREMCO .EXTERIOR DOW 995 OR ��_ �'�"�" {IYPICAL A7 SILL ONLY) 2e PRocu,ze ssc � 28 PRocinzE ssc � �— �_ 5/8" MIN. 81TE 5/8" MIN. BITE n a� � 1A 16 2 - �J 5�� 3n �• SILI ANCHOR `29 4 6A 7 88 MAX. BLOCK aA 27� 10 13 15 27 � DOOR SILI 6B 34 TYP. GLAZING DETAIL ___ o _`o � �WET GLAZED: SINGLE GLAZING BEAD CONDITION�, 7YP. GLAZING DE�AIL � o c�nss oRnoNs (wEr c�zeo): (WET GLAZED; DOUBLE GLAZING BEAD CONDITIONI g -�- �1�1 5/16"THICK LAMINATED CUSS BY SOLUTIA (1/4"HT. ST./1/2"AIR SPACER/1/4" HF ST./0.09 SOLUTIA SAFLIX IIIG PVB/1/4" Hi. Si,) OPTION 2: 1 5/16"THICK IAMINATED GtASS BY DUPONi (1/4" HT. ST./1/2"AIR SPACER/1/4" HT. ST./0.09 DUPONT BUTICITE PVB/1/4" Hi. ST.) � ANCHOR iYPE °f" SEE GIASS 22 °' SILI ANCHOR ANCHOR IYPE F OPTION BELOW o l��1 J CJ 1-N (3 ANCfiORS PER SILL ANCHOR BLOCK) EXTERIOR 3t � a�a, � � oS � �V�N �5�t3" MIN. 817E j � �o�m 1" MIN. 11 �— ,+') tA 1B 2 � $�� 5�� SILL ANCHOR 9 4 6 7 � o 0 MN(.� BLOCK �` -= �tcouucraevis6n � �"c�i� 10 13 15 �y wmPlyU�a�vilh lhe Flotidti OOOR SILL tiutls'.ug Codc O•A� � �v�ni Z Acccpivncc ho� f. � IYP. GLAZING D�AIL . NbITIONI r• t� � — Zp� � --' "—� (DRY GLAZED: SINGLE GLAZING B� CO � � �� --_� GIASS OPTION (DRY GlAZEO): •tiinmiDaQeProductCoN�ol O� � 00�. OPT10N 1;� 5/16"THICK LAMINA7ED GLASS BY DUPONT_(1/4" HT. ST./1/2"AIR SPACER/1/4"HT. Si./O.D9 DUPONT SGP/1/4" HT. ST.) ANCHOR IYPES �4.952------, j �_3 7 J'4�-� '---2.500--� �+-3.000 . � �� SILL AN OR "B" & "0" � � � �� ANCHOR TYPE B � o.too o.oeo-- � �a�� (4 ANCHORS PER SILL ANCHOR BLOq<) �A H�qD FRAME 0.090 2•500 j� 2.500 � �� (RECTANGULAR 1 (� 1 0 �� . U $ ' 5.000 5.000 -� �uc�i�� 5•. 4'952 1 B HEAD.FRAME (RADIUS & o.oso– �� M^x•� RE:��vULAR UNITSI s3.y DOOR SILL — O.O�JO 2,500 h�952--� N a '�.. � o � 0 0 0 0 0 o O� x �1. \\� ��/ �° �`�` 0.125 0�,�� ' O `DOOR�,,Po4E�..-��J�� W S.18B ----; ' 3.000 PRODUcrR5VJ36D �� u� ,,,a,� � ANCHOR TYPE "A" 11 T nntiat8�r��wnhinerloNdu � a � a SILL ANCHOR 0.100 3 ' . SIl1 ANCHOR ��l.500 �= Acapthncd No -.tn �s �..�( 4 O{ _^_ ANCHOR TYPES A & D e�ocK �� 1 R"Pr'°'�iiD°'° 17 =3 ; o b,�� ,� , . (7 ANCHORS PER SILL ANCHOR BLOCK) Mlemi adeProductCo 01 ✓��i"ab�, x r{'iD `s�6 Nu. C �O5 HP SILL FLASHING g,q TBANSOM BAR WITH FIN ��y......... ..-..,�'�e g oF g , iunnt» i � �� ' � l�.v` � � � � � � � �� r r � � �� r �■■i � � r r � � �r w� � � ,,,\ . , �� NUMH �CCk(0 61: + tlR0.� YNS � —� EE GIAZING � ^-� E GIAZING � ¢` �ry"AX. $HIM AT °1oi.a °Am�/ot g / � I FRAME YlIDTH (F.W.) DETAILS ON DETAIIS ON , �Ci-: MlCHOR SHEEf 8 � SHEEf 8 � SEALANTS BY OTHERS � 86 8C �y ` � SUBSTRATE BY �� D. OTHERS PER� » fRAME ANCHOR 350 IR LARGE MISSILE � REQUIREMENTS 3 IMPACT OUT-SWING TABLE"ON 1 DOORS UNDER n n 4t SHEET 1 SEPERATE APPROVAL az 2s � ��---J 1' , ��r�l 6 t =_---- • 25 ` •� ——� F � Ij Ij �___JI se � � �� 350 IR IARGE MISSILE ��z.�-� __� na. �� IMPACf OUf-SWING � �� . —-==——— — � IXTERIOR �� OOORS UND�R �� 25 10 SEAIAMS �X(ERIOR �� I SEPERATE APPROVAI � � � ��'`� �I I� FRAME ANCHOR � EY OTHERS �� 350 IR IARGE MISSILE PER ELEVATIONS � ��v� r � �� IMPACT OUT-SWING ' � '^ - � �� IXTERIOR �I I�DOORS UNDER � SECTION p W �o�� ' I� �I SEPERATE APPROVAL SCALE: 1/2 FULI 7 � $�� '- �� 14 15 16� 3. I �v�i�� SECTION Et 1� _- SCALE: 1/2 FULL � �� u'^i z .� 39 SECTION EZ , `� , � � SCALE: t/2 FULL e ( � � \ � � � � . � z� � � \ � � �� EXTERIOR �.---fRAME WIDTH (F.W.) ' �EE GLAZINO Z �� DEfAILS ON � a � 39 SHEET 8 39 EE GIAZING � �� • �g SEE GLALNG SECTION � t3 DETAILS ON z� � � � DEfAILS ON SCALE: t/2 FULL 7 �� SHEEf 8 � �UF��w• 3 sHEE7 S ExrERIOR SECTION � -� �N�� 350 IR IARGE MISSILE SCAIE: 1/2 FUIL 7 �$ . IMPAC7 OUT-SWING r DOORS UNDER 25 � � 3� SEPERATE APPROVAL / ��\��,��II'NI��t�JJ� o a — _____ \ ,\ d(r.......�7,g�p.9 �f' ,N r_____— / `\\� + �� 'i o r y�� •M y.y' i F 3 �� 10 A O c� 39 ��(w a � rs§�� W g �—------ _ w �' i� s � �= � h . rnonucrrtavisao p�tODUCf REVISPA %�u� o �i�'�� n,co,nply'��wtihi(�eFlaldu � � � '�f� �/ EXTERIOR Ou di b'YCodo �dbFlorid� �/''� �}� Auuapl�ABoroNo - '��/��.,........•• ��` $�(�i��r( C AecepionceNo T�/•�i+� IIx fmtlpnDate 1 �/ � \�� . SCAIE: 1/2 FULI � �^ �201� By 7 ��ri�� 1461 6y • Miam ada Pmduct 5tietT No. .diaoU vaae contro� 7 �F 9 f I FRAME ANCHOR FRAME ANCHOR � wcwr on a�axm on F�R �LEVA710NS SUBSTRATE BY PER ELEVATIONS SUBSTRATE BY A.IW. NfIS. 1/4" MAX. SHIM AT FRpAIE WIDTH F.W. r n wm OTHERS PER OTHERS PER EACH ANCHOR � � � �~ '" "�/��/� 1/4" MAX. FRAME MICHOR FRAME ANCHOR 1/4" MAX. SHIM A7 EACH REQUIREMENTS g{{�M AT EACH REQUIREMENTS SUBSTRATE 8Y � ANCHOR TABI.E"ON SHEET t ANCIiOR SHEETu�ON 0�E AN HOR 2 & EE GUZING REqUIREMENTS �E7'AILS ON � SEAIANTS SEAlANTS TABLE"ON SHEEf 8 BY OTHERS 33 SHEET 1 � ,-, BY OTHERS 32 = 18 1 / � = � I � � , 8 ,A � 19 40 18 FRAME \ / � EXTERIOR � � EXiER10R �SEE GIhZING pERHOR EXTERIOR $ � �ETA(lS ONG � � ��ATIONS SEC710N p� SHEEf 8 ��a� ON $EC�� pZ SHEEf 8 Q SCALE: 1/2 FUIL 6 SCALE: i/2 FUL� 6 SEALANTS � BY OTIIERS ^ IXTERIOR / � EE GLAZING SECTION p� � �j"' �—�/ OEUJLS ON � / � SCALE: 1/2 FULL 6 � o�m SHEET b -� � EE GUVZING � c��n _ � T EXTERIOR , DEfAILS ON �w u'�i � �2 _ � 8 SHEEI'8 9 ��H ANCHOR AT� �FRAME WIDTH (F.V�.)-� � o�� U uj.} . d w � (r�oo - W � � W SUBSTRATE BY 3 ' �in�^ U t� � 4 5 OTHERS PER ,�Z � � FRAME ANCHOR ��pl 01NG �� " SFALANiS 36 6 �� 38 REQUIR6MENT5 �� SHEET 8 � BY OTHERS 26 TABLE"ON EXTERIOR SHEEf 1 �p � SECTION ,- � 1/ w °i SCALE: 1/2 Fl1LL 6 ��4� �• \ / � z� SIiIM A7 EACH � . EXTERIOR /� � � EE GIAZING ANCHOR � _ ��€�N g DETAILS ON FRMlE ANCHDR Sl�BSTRATE 8Y OTHERS FRAME EXTERIOR � �0.=�X g� SHEET 8 PER ELEVATIONS SECTION C2 PER "F(2AA1E ANCHOR ANCHOR 13 g , � �� RiQU1REMENTS TABLE" Pff� Z �y� 9 SCALE: 1/2 FULL s qN SI-IEfT I EIEVATIONS SEAUWiS o -�+�xz a BY OTHERS -� �y�� 3a 5 SECTION D2 � ��3 � SEALANTS 26 2g 38 SCALE: 1/2 FULL 6 ;� BY O7HERS { \\\��{e,2�3I�;0�'~��A�� N a �`�r�-/ `.��0�•� F '� 1/4"MAX. ti�� M �a0e�.� c� � �o SHIM AT EACH --�n s� � ,� � �e� � � �� ' ANCHOR SUBSTRATE BY OTHfRS pnonUc►'a�.mseo n2opucrtesv�sno _3 w � PER 'FRAME ANCHOR ��a wcamplyi�wilhfheFlorlde .-y�u� Q �tL�� REQUIREMEMS TABLE" �p Da1ldliigCodo :� � � f� FRAME ANCHOR - ON SHEEi 1 Acc pl�nncCeNo 4�O'l.p AMimit�unnaie �' �� /�� PER ELEVAiIONS onD r �201 � 1`I �j/��•��'�(C`�.�0�`� SECTION or ��i�i�iti�� 1461 � C� ct � SCALE: 1/2 FULL 6 ^ • Miem crroauct itro SHEEf N0. h1 anil Dedc Product Cantro - 6 oF 9 � � r � � �t S� � � � � r � � � �i � � � � r � �� ■s �r� a■� � � �+r �r �r w� � s� � � � , : � � - - � � , . -1 0�� a��, ww� p.e.s non o�h, _ � �.:. o,nva� 17 1/2'MAX. O.C. � 16 1/4' MAX. O.C. �� (AT HEAO) A2 (A7 HEAD) 6' i,?AX.—�{ � 61 A�2 � �6° MAX. � 6 � I�I ' /� � � j a � �3.� � 7� 7 / �r-J� E� 7 � � 3 � � a 3 --- — ---- ,� vJ 3' _ 6tAW1!B!: CNEIXfA Vh . M1�11 tl.K£ ' 6" MAI(. `�i-x� °�oi/��/as 6" IsfA)C. 3�• 6" MAX. 3' 6" MAX. �»---}—t7' MAX. i9 3/h' f T. I I �� MAX. � r I I 17" AfAX. �`� � � MAX/4� � � 6�� MAX. �/ 6" MAX.� / /� / THIS ANCHOR IS ONLY REQUIRED WHEN DOOR �� 3��"1 I � 3 / � 3� SPCMUG IYIDTH IS OVER 78" & SUBSTRATE / 3� � y / � �r=____— � — — 3' . —� �C � � rr r r� � r ��w rr a� ��r � �■e � a� �� rr � � � .,. DPAMN fM O( N DY� � WRA WXi3. � 17" MAX. 6•� MA%. vmn nn� 6" AIAX. �-z� m/��/� 2 1/2"TO 3" � 19 3/4" a 8"r MAX A1 A2 2 1/2" � � .. � MNf. 6" MAX. � � i� 62 // E1 E2 a 96° MAX. D.LO. � / 2 1%2°gi 2 1/2" � 3 � 7 7 � ` 6 / � fr�— � uvu�v er: a�co vn }A�l MJIS. it0'.f/ Mttt O//11/P6 3' 3� 3. 3 MAX� I � � � Ir MAX. MAX. 3� (((��''3" • 6, k _ I � I I ,� � 3� rr� i�� `"Max. � �/ � � � � � 3" -- ��4� 3.. / 19��4" � � j � U ' � � � 30 30 (ii z�o 0 � �V M N � % � oo�a U�Vj`Y 7YP. FRAME ANCHOR TYP. FRAME ANCHOR B WHERE SHOWN. SEE C OR E WHfRE ' � �� "FRAME ANCNOR SHOIVN.SEE "FRAME Z'�� REQUIREMENTS TpBLE" ANCHOR ��z ' ON SHEET 1 FOR / REQUIREMENTS TABLE" ' / � REOUIREMENTS. ON SHEEf 1 FOR REQUIREMENTS. � � � % � � /r W � / / i� � _� � � � �� xTFqinR FI�lennn� � ba�� MULTIPLE FIXED PANEL STORE FRONT ASSF�ARi v EXTERIOR EI.EVATION � ��g� — MUL7IPLE FIXED PANEL STORE FRONT ASSEMB.j�Y, z�� (WITH ANCHOR lYP ".B" TO T F�1 (WITH ANCHOR TYPE "C" & " " TO CONCREf �'_CMU �n �-�� O J � SCAIE: 1/2°=1'-0" SCALE: tI2"=1'-0„ � -a ��n�� FOR ALl FRAAiING & D.LO. DIMENSIONS AND SECTIONS, SEE ELEYATION ON SHEET 1. FOR ALL FRAMINC & D.1.0. OIMENSIONS AND SECTIaNS, SEE ELEVATION ON SHEET I. �3v � NOTE: CMU IS APPLICAHLE ONLY AT SIDES. �� `��,;��i�� a • �;v�� w''��a"� � �x . ALLOWABLE DESIGN PR�SSURE ��a � n'�'p .A- � � +/-65 PSF raooucrnnvised �"�m � � a � �. � w 'w ODr aacomplyingwilh�heFlmldn ""y O Q �� ' U tn � mcomylyhtgw(tAlhelbrldn H�dIJIn�Cbde i ') � ��` AcoeptBmcC No � JL/.iV Bx�IlonDye • �� -'P`��` 3 . . m� � (�� niiwni �aac�oc��i �o � lJt��Pi�it��\`\ 1461 C� Miemt Dudc Produn Canlrol sxEeT No. � Z OF 9 � � r � r � -� rr ir � tir r■� ; �a� �r ��s � t�■� � � � � � � � � � � � � � � � � � � � � � � � ,' - �,��„ �o�, S', N A NOTES: � � nn.0 vxs. � 1. �TIIESE STORE FRONi SYSfEMS HAVE BEEN 1E51ED,ANALYLFA�N'PROVED fOR UESICN F'RESSVRES K0� � �+-�� /�V°6 ro Exc�o Txose srom+w n�e�umv��oEcicx vaasme��. 2 I/2" 40' MAX. DA.O.=, 48" MAX. D.LO. 48"AIAX. D.LO. 2 1/2" Z, OPENQJGS,6UCKINC k 9UCKMG FAST�NERS IdUST BE PROPERIY 0 HED&INSTMlEO 70 TRN15FfX i G@ g 571ND IAA0.5 i0 iHE SfRUCNRE , Z ��2� Z ��Z�� s" � ^ s � � 3. ALL FIAROViME&fASTENERS SHALL BE IN ACCARDANCE WflFi 7HESE UFAWINCS k SHAl1 NOi VMY g" UNLESS SVECIFlCAILY MFNIIONFD ON 1HE OflAWINGS. SPEqFIFA ANCHOR E610ED TO 8lSE NATERW.SHALL DE M� ' MAX' s ' � � BEYOND WAiI FlNISH OR SNC00. • �y, 7HE DETNIS de SPEqFlChTI0N5 SHOWN HERflN REPRESENT THE PRO�UCiS i6TE�&PROPQSED FOR AI R12 � � x YIATER,AIR,IIAPACT.CYCLIC k UtiIfDR61 STATIC AIR PRESSURE IESfINC IN CONFORINNCE Y7RF1 iHE FLORIOA '2 ��2• 6 (`, �6P h1AX. Bl11LOQlG fAOE PROiOCAIS TAS-201,2Q2 k 20J FOR IARGE 6USSI(.E INPACT STORE FRO�T SYSiE615. I 5. THESE STORE FROtI�SY5fEfdS FNVE BEEN Of51CNE0 IN ACCONDANCE WIfH AND ldEET 711F.RF.WIRkb1ENT$ _ �,� � � � � �� OF THE FCORIM BWIDItlC'fADE(FBC)UICLUDQiG IOGN VELOCIIY NllR(UG1HE ZONES�(FNFQ). 6. MPACT SHUffERS ARE NOi REQUIREO WTH THE3E SfORE FROHf SYSfEUS. � g 7. All PNLHORS SECURINC STORE fRONf F(WIE TO PRESAIAE TRF�Tm BUCKS OR WOOD FR�AtlNC SIIAIL � a ', j �� T � � BE G7ABLE OF RFSISiING CORROSION fAUSkD BY iHE PAESSUftE 7RFAIIHC CHQLIGIS IN THE Y�OOU. J 8, OEfERIIME TFIF PoSIi1VE d�NECA7NE�ESIGN lOADS TO USE WHEN flEFERENqIIQ 7HESE OOCUMENiS IN aeCORoanee vnni n+e covEw+ir+c eooE u+o coversraNc P7�ND Y}lOCIfY. FOR SflND LOM CALCUU710fl5 M 0 � 19 3/4' R � � � ACCOR�ANCE WI7H 1HE FLORIOA BUILOING fAOE,A OIRECIIONAIJIY FALfOR OF Kd-0.85 lAAY BE MPUED 6 �� MAX. � � � � � � PER THE fSCE-7 STANOMO. 8. NO INCRFASE IN Al10WADlE S1AF55 FUS BEEN U�'A IN THE CERiIFlCATION OF 7HIS PRODIICi. WIND 3� z � q S � lAPD DUMiION FACTOR Cd n 1.6 tiYAS USEO FOR WOOD SCREW ANRLYSIS ONLY. ' ' ' 10.lIAIERIAlS,INCt11DIN0 DUf lIOT llt,nTEO TO SfEEI SCRE545,iHAT COME IMO CONfA4T WRH OfHFR � 2 1�2�� H H 01551llIlAR L1ATEfltALS 41Ut,1 MEEf iNE REQIIIRENENTS OF FlARIDA BUIlA1NG COUE GIAPTEtt 20. �� I � OP SIIE Q CORNER k fRaA!E END CON�UCTION• v p� { D1 � t HFM IS SOUAHE WT,BUfIW TO SIDE,FASfENEO 6 . � 6 - Y71TI1 THREE(3)N0.12 X 1'PNTFS FASfENERS THROUCN IME SIDE kET.18ER INfO iHE HFPD NENBFft SCREW SPUNES R SFAIED MIN SNCOHE. = I � � � R?4'A F1F�aD �OR,NER(gepLC?9[E TO.ffEl.l ItBI�HFM IS A1IiEfl CUI,BVITED TO 5(OE,FhSTENED WITN RSO(2) C� 2 ��2� � N0.12%1 f/Y PIRFS FAS(ENFAS TItROUGH THE SI�E NEMBER INTO hIE HFM 11EAIUFR SCftflY SPLINFS& � / � U M� SFiLLEO WfIH gi1COHE. fRNAE SILL CORNER:SRL IS SQUARE Wf,BUfiEO i0 SIOE,FASIENFD WIfF[if6tFE(3 N0.12%1'PHfFS W FASTENERS THROUCH TNE SIOE lAENOER INfO 1HE SILI.lAEMBER SCflEW SPLWES&S t�n�s�ucoHe. -! � 3� � d�Q j� �p�.�DOOR JAMB SILL CORNEp:SILL IS SOUAflE CIIT,0�1fif0 TO SIOE,FASTFNED 541fH 1 JAMB PNOT � � -� � � �� ASSEMBLY.FACH PNOT/SSENBLY WtS FASTENm TO TO iHE SIDf W11H 1HHEE(3)N0.12-24%5/8"FWAS. � � � ��' THE iHRESFiOLD fS 1HEN FASIENED TO PIVOT ASSQABLY WRN T1�D(2)NQ 12-24 X J/8'FliMS&SFALED unai70IMA�N RauE ML�L0.V ENU(APPLM�mF TO REAfS/6A h 871•ttORIZOMAL IS-SWME Wi,BUf1E0 TO � � 7YP• 'c'RRME ANCHOR I ��U� SIOE,FASTENED 54RH SHREE(3]N0.12%i'SS PF1fF5 FfSfENERS THROUCH 7HE 9DE NQABER UffO iHE \ 1_ A OR D WHERE �duwoN�afleeut SC2fl9 SPl1Aes t�sfnl£o vntx aucaNc. o "' SHOWN. SEF. "FRAME -T �'�z HORI70N1A FRA�!F A11�11�ON FN�(pppJICAOLE TO REIA Q6B1:HOpIZUNTAI IS SpUARE Cl1f,DUfiED TO S41E� N � 'ANCHOR 2 ��Z� � dOINED l7A A SHEVt BLOCK(PART g21}iHE SHFAR BLOCK 1S FASfflim TD?HE VERTIGL iRAIAE 61fA18FR //, n� WITH FOUR(4)N0. 12%1 7/B'FNTF 1YPE 8 SCREY75.iNE HOR2GN(AI.MEAI6fR IS FASfENED i0 1HE SHFM REQUIREMENTS TABLE" %/ � � LL BLOCK WITH iHREE(3)N0.12%1°FFII(1YPE AB SCRflVS.FiICH CORNER IS SFi1LE0 W1711 OOW 795 SILICANE ON THIS SHEE7 FOR sEuatrt. REQUIREMENiS. � (�i � z �/2" �, � � � � � Z • � ��. � �a �x FRAME ANCHOR REQUIREMENTS TABLE 4 6" ��• � bF��@q ANCHOR OPENING iYPE JMIB TO OPENMG MEAfIBED ED EIMDInST. � 2 ��2�TO 3° 2 1/2"TO 3" ��35i iYPE (SUBSiRATE) FASTENER 7YPE �� A 2X_WOOD FRIIME OR BUCK N0. 12 SMS SCREWS > >/a�� s/a° FXTERIOR ELEVATION � �� (A11N. GR. 3 & G=0.55) ��U�,TIPLE FIXED PANEL STO[�� FRONT ASSEMBLY „�� a B MIN. 1/8"THICK A36 STEEL �x1 1/4-20 SELF �� 3/4� f�JO(J7H AN HOR lYPE "A" OR "D" TO WOQD OR METAL STUDI (MIN, Fy= 36 ksi) ORILLING/TAPPING SCREW ��1f11IIfJ1� �3 C MIN. 3000 P.5.1. CONCRETE (q 1/d" CONCRETE SCRE54 1 1/2" 2 1 2" SCALE: 1/Z"=1'-0 �� //� MIN. 16 GA. 33 KSI �2� 1�4-20 SELF HORIZON7Al STACI4NG & OVERAIL UNIT WIDTH IS UNLIMIiED PROVIDING D.L.O. DO,�S 3�,.,.••^' "�� /�t a ' �� MEfAI.STUD DRILLING/fAPPING SCREW FULL 1/2" NOT EXCEED 48"WIDE AT EACH PANEL. NUMBER OF VERTICAL•PANELS IS `��./'� '�� UNLIMREO BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. //� � �bp�� N E MIN. C90 BLOCK (i) 1/4"CONCRETE SCREW 1 1/4" 2 1/2" ' ��1w � a a ¢`� �L ({) F MIN. 3000 P.S.I. CONCRETE (a)S e"YIEOGE/SLEEVE ANCHOR 2 1 2' 3' • ALLOWABLE DESIGN PRESSURE =��w � �� '"- o t�)CONCRETE SCREWS SHAIL BE ELCO ULTRACONS, ELCO CRETE-FLEX, I1W RAMSET/REO +/--65 PSF yd>,�> z /� "' 3a HEAD TAPCONS OR HILn XWIK-CON II (HARDfNED STEEL OR S.S.). rRonucrit�avtsan ' ��4�e ��i�� ' �z�SELF DRILUNG & SELF TAPPING SCRESYS SHALL BE MIN. GRADE 5 CORRISION RESISTANi �RODUCf 1tBV�SHl7 m con�plyingwlih�ha Ptmidn ��j��"'^"^"�� ; uduiW��Y��NilblboFlarW? Ihdtdti� Code / �� \ c?)Y O E/SLEEVE ANCHORS SHALL BE RAMS'ET/RED HFJ1D DYNA80LT, HILTI KWIK-BOLF 3, OR �unah�e�� _ 3Q,� a«epinnrn No - .O(� '��r111111111��\ . R . �ec�v��NO IietinnDate 'I�l'f 61 r. POWERS RAWL POWER BOLT (S7EEL OR S.S.) p��p ZD2 (4)ANCHOR TYPE "f"IS ONLY APPLICABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE "`� - � py SHEEf N0. VERTICAI DOOR MULUON BOFCOM END. �1v M�am ednemd�� oF 9 Kawneer Comnanv.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL C�RTIFICATIONS (corrrnvvEn} 3. Notice of Acceptance No. 11-0624.02 issued to E.I,DuPont DeNemours &Co., Inc. for their"DuPont SenhyGlas�Interlayer"dated 08/25/11,expiring on O1/14/I7. 4. �xterior Gasket: TREMCO Part No. TR 14815E (Kawneer Part No. 127-126}, EPDM Dense Rlibbe�•Exhusion with 70 durometer ext, glazing gasket complying witla ASTM C864 Option II specs.,ASTM D�12, 1500 PST,ASTM D395B,22 HRS 158°F. S. Interior Gasket: TREMC4 Part No. TR-14270E (Kawneei• Part No. 12'1-121}, Closed Cell ("sponge") EPDM i�ubbex• compound, interior glazing gasket complying with ASTM C549 Option II specification compression deflection limit 20-24psi. b. Eaterior Gasket: TR�MCO Part No. TR-14271� (Kawneer Part No. 027-074), - EPDM Dense Rubber Extiusion with 70 durometer glazing gasket compiying with � ASTM C86� Option II specs.,ASTM D4121600 PSI,ASTM D395B,22 HRS 158°F. T. STATEMENTS 1. Statement letter of conformance to and complying �vith FBC 5`h �dition (2014), � � _ issued by W. W. Schaefer Engineering & Consuiti�g, P. A., dated 0�/14/14, signed , and sealed hy Warren W. Schaefer,P. E. - 2. Statement letter of confoixnance to FBC 2007 and FBC 201.4, issued by W. W. Schaefer Engineeriug 8� Consulting, P. A., dated 09/O1/11, signed and sealed by Warren�V, Schaefer,P.E. (Sub�r�illed utrder p��evious NOA No. l X-0915.06) . - 3. Statement Iette� of no financial interest, issued by W. W. Schaefer Engineei�ing &- -"" Consulting,P. A.,dated 09/02/11, signed and sealed by Warren W. Schaefer,P.E, (Submitted u�tde�•previoris NOA No. XI-09I5.06) 4. Laboratory amendment letter for Test Reports No.'s HTL-GQ49-1201.05 and HTIr- 0049-0111.06, dated 09/07/07,all,signed°and seaied by Vimi Abraham,P.E. (Sirbt�tittetl ur:de�•previous NOA No. 09-0218.07) . 5. Laboratory compliauce letter for Test Reports No,'s HTL-G049-0201.08, dated 03/07/07, HTL-G4�9-0303.07, dated 03/07/07, HTL---G049-1201.05 and HTU-0049- 4111.06, dated 04/18I06, issued by Hurricane Test Laboratory, Inc., signed Jose E. Coloii,E. I. (Strbs�tifted u�tder pf•evious NDA No. 09-0218.07) b. Test Proposal No. 07-3288, 10/11I07, isstted ttu•ough Product Conhbl, signed by Ishac� I. Chanda, P.E. (Srrbtnitled u�tder previocrs NDA No. 09-0218.07) G. OTAERS 1. Notice of Accepta�2ce No. 11-0915.OG, isstied to Kawneer Company, Inc. for their Series "IR-501 Fltish, Diy and Wet Glazeci Aluniinum Storefront System - L.M.I.", appzoved on 11/27/11 and expiring on 02/IS/17. - �� Jaime D.Gascon, .�. Product Controi Section Supervisor NOA No.14-0430.18 Expfration Date: �'ebruary 15,2017 Approval Date: August 28,2014 E-2 ' I � Kawneer Com any,I��c. INOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED IA. DRAWINGS 1. Manufacturer's die drawings and sections. , (SuGmitted r�fider previorrs NOA No. 09-0218.07) 2. Drawing No. 1461, titled "IR501 Aiuminum Stare Front System -'Larg$ Missile Impact" Sheets OI thru 09 of 09, dated 07/14/OS with revision "Cl" dated 09IO2/11, prepared by W. W. Schaeffer Engineering & Consulting, P. A., signed and sealed by , Wanen W. Schaeffer,P.E. (Sitb�rtitted rrf:der previous NOA No. II-0915.06) IB. TESTS 1. Test reports on: 1) Au Infiltration Test,per FBC,TAS 202 94 � 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 20�94 4) Large Missile Ittapact Test per FBC,TAS 201-94 ' S) Cyclic Wind Pressure Loading per FBC,TAS 203-94 - 6} Forced Enhy Test,per FBC 24I 1 3.2.1,TAS 202--94 along�vith marked up drawings and installation diagram of a series IR-501 aluminum flush glazed storefront system, prepared by Hui-�icane Test Laboratar3� LLC, Test � , Repoz�ts No.'s HTL---G049-0201.OR, ;iated 03/07/07, HTIrG0�9-0303.07, dated � ' 03/07/07, H�'�.�;r+y=1L01.05 and HTU0049-0111.06, dated 04/18/06, all, signed ' -and"sealed by Vinu Abraham, P.E. ' _ - "-� (Srcbjnifted rrnder previous NOA 1Vo. 09-0218.0� 1 C. CALCULATIONS 1. Anchor Calculations and stnzctzual analysis, complying with FBC-2007 and FBC- 2010, prepared by W. W. Schaefer Engineering & Consulting, P. A, dated 02/10/09 � and revised on 09/O1/11,signed and sealed by Wanen W. Schaefer,P.E. (Sarbr�rdtted cmder previores NOA No. 11-0915.06) 2. Glazing complies with ASTM E1300-04/09. . ' . D. QUALTTY ASSURANCE 1. Miami Dade DepaYtment of Regulatory and Economic Resollrces(RER).- , E. MAT�RTAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to�.I.DuPont DeNemours &Co.,Tnc. for their�sDuPont Butacite�PVB Interlayer"dated 04/11/13,expuing on 12/11/16. � 2. Notice of Acceptance No. I4-0423.16 issued to Eastman Chemicai Company (MA) ; for their"Saflex HP CIea�• or Color Glass Interlayers" dated 06/19/14, expuiug on f= 04/14/18. �� P i-� ' l � ' —� � Jaime D.Gascon,P.E � Product Control Sectioa Supervisar � I NOA No.14-0430.18 : Expiration Date: �+ebruary 15,2017 r , Approval Date: August 28,2014 : I E-1 ; ;� � r ' i � � M IAM!•DADE MIA1Vii—D,�DE COiJN'£Y � � PRODCJCT CONTROL SECTION 11805 SN 26 Strect,Room 208 DEPAR'fA•IE1�IT OF ItEGULATORY AND ECONOMIC RESOURCFS(TtER) Miami,Fiorida 33175--2474 BOARA APID CODE ADA•IINISTRATIO�f DIVISI0�1 T(786)315 2590 F(78�3I5-2599 N4TICE OF ACCEPTANCE (NOA) ww�v.1111Ai171dAd0.E0VIeC0Il01riV Kawueer Company,Inc. 555 Gutliridge Cou�� Norcross,GA 30092 ' Scor�: ' This NOA is being issued uuder the applicable rules a�id regutations governing the use of construction materials. The documentation submitted l�as been reviewed and accepted by Miami-Dade County RER- Product Conh•ol Section to be used in Miami Dade County and other areas where allo�ved by the.Authottity Having Jurssdiction(AHJ). This NOA shall not be valid after the expiration date st�ted below.Tha Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other tlian Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If tliis product or material fails to perform in the accepted mavner, the manufacturer�vi[1 incui• the expense of such testing and the AHJ may unmediately revoke, modify, or snspend the use of sucli product or material �vithin their jurisdiction. RER reseives tl�e right to revoke tliis acceptance, if it is determined by Mianu Dade County Product Control Section that this product or material faiis to meet the requireinents of the applicai�le building code. This pc•oduct is approved as described herein, and has been designed to cornply�vith tlte Fiorida Biuiding Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"IIt-501 FItish,Diy aud Wet Giazed"Alumint�m Storefront System--L.M.I. -APPROVAL DOCUMENT: Drawing No, l�i(ii, �it�:,� "TRSU1 Aluminum Store Front System - Lacge - Missile Impact"Sheets Ol ttu•u 09 of 09,dated 07/14/O6,with revision"Cl"uate�i 09/02/11,prepared by W. W. Schaefer Engineering&Consulting,P. A., signed and sealed by Warren W. Schaeffer,�:E.,..bearing the Mia��ii-Dade County Product Con#rol Revision stamp with tlie Notice of Acceptance number and Expic�iici;- date by the Miami Dade County Product Confrol Section. �- MISSII,E XMPACT RATING;Large Missile Impact Resistant LABELING: Each unit shall bear a permauent label �vith tlie manufacturer's naine or logo, city, state, sec7es, and following stateinent: "Miami-Dade County Prodttct Conh•ol Approved", unless otliertivise noted herein. , ' RENEWAL of this NOA shall be conside�•ed after a renewal application has been filed and there has Ueen no change in the applicable buiIding code negatively affecting the performance of fliis product. � TERMINATION of tliis NOA�vill occur after the expii�ation date or if there has been a revision or change � in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall au#ontaticaliy teslninate this NOA: �ailtire , to coinply�vith any section of this NOA shall be cause for terinination at�d removal of NOA. ADVERTIS�M�NT: The NOA number preceded by the �vords �Miatni Dade County, ��lorida, and follo�ved by tfie expiration date;may be displayed in advei-tising literaEure. If auy portion of the NOA is displayed,then it shall be done in its entirety. � INSP�CTION: A copy of this entire N�A sl�alt be provided to the user by the manufacturer or its distributors and shall be available for iuspection at the job site at the request of the Building Offccial. This NOA revises NOA No. 11-0915.06 and consists of tlus page 1 and evidence pages E-1 and E-2, as � �veli as approval document mentiorled above. , . Tl�e submitted documentation�vas revie�ved by Jaime D.Gascon,P.E. MIAMI�DADE COUNTY � • NOA No.14-0430.18 � I ��•�� , „ Espiration Datc: Fehruary 15,2017 ' ��S``� Approval Date: August 28,201d � E`i 4`� Page 1 ' � � � � r � t�■� � � r � �i �i � r i� �■r r r � � I � - .i - o�� n��o� ' _ 1TEM � PAftT � REM OESCRIPTION MANUFAC7URER/NO7ES � __.�I � ¢,g52=--•i_ ��,52U--1 0.844 xxu xra 4J64� i-x °o%�qoe PARTS 1A 575-103 HEAD fRAME RECTANGULAR UNITS 6063-76 ALUMINUM � I T � � a 18 575-163 HEAD FRAME � 6063-T6 ALUMINUM ' I RADIUS & RECiMlGULAft UNI75 i��2.500 �'�� 2.500 1•594 1.651 2 575-101 JAMB 6063-76 ALUMINUM -0.075 � � � 3 575-051 OOOR JAM� 6063-T6 ALUMItVUM � ��- � 4 575-158 HP SILL 6063-76 ALUMINUM �'125 �Li�� U.070 5 575-157 HP SILL FIASHING 6063-T8 ALUlAINUM - IIA�� $B G�-�' � 6A 575-122 7RANSOM 8hR VJITH FlN 6063-TB ALUMINUM O7 HORI`LONTAI STOP STOP 68 575-162 C.O.C.TRANSOM BAR 6063-TG ALUMINUM sB ('.O.C. TRANSOM BAR � 7 575-115 HORIZONTAL 6063-T6 ALUMINUM , y �- --�^-0.040 � 8A 575-104 GLASS STOP 6063-T6 ALUMINUM ��8,� �,q5;� 1.000 ' 9B 575-160 GLASS STOP 6063-76 ALUMINUM r ' � 00.265 � � BC 575-161 GIASS SiOP 6083-T6 AIUMINUM � 0.099 �, � P�S' 9 575-159 HP COVER 6063-T6 ALUMINUM 1,650 0.063-` � 1.000 � 10 575-135 DEEP POCKET FlLLER 6063-T6 ALUMINUM � �'�� 2.999 a 11 575-297 SILL ANCHOR BLOCK AT OOOR JAMB 6063-T6 ALUMINUM � 4.656 � 1.000 12 451-105 WATER DEFLECTOR 60G3-T6 AUIMINUM G $$ � ti�N 13 575-133 POCKEf INSER7 6063-T6 ALUMMt1M gC-�-- J NL!'�aVER �� 14 575-102 POCKET FlLLER 6063-T6 ALUMINUM �e O 1.000 � 0.533 � ��,� ' 15 575-11� HV! MULlION 6063-T6 ALUMINUM f"-'"Z•500�� f� WATER W �o�m 0.855 P O RavlsoD 16 575-310 SfEEL REINF. A36 STEEL � m IyNa�„�� m 1.000 12 � �� 1 7 5 7 5-0 5 2 P O C{<Ei IN SERT 6063-T6 ALUMINUM � u�d�o Coao 4„ DEFLECTOR 18 575-065 PRESSURE PIATE 6063-T6 AWMINUM ,� �1•5 7 5 pccept ce No � �+�o^ 19 575-164 PRESSURE PLATE COVER 6063-T6 ALUldINUM � �� EEP L'� " °� ZO '� � � 20 041-045 DOOR STOP 6063-T6 ALUMINUM Y ` , 1.000 �,748 � ��Z 21 450-140 SHEAR BLOCK 6063-T6 ALUMINUM �Q Miani a a Pro uct Cb 1 � Fp RODU RBVISEU 2p - 1 2"I.G. G(ASS SPACER 3005 OR 3105 ALUMINUM - O.OSO �L�scomp1y� wlih�ho[+larl 1.0�0 '� 5.000 Aulldlog do � sFn�s arao sEntnra�s a.sss 5 0 � • acapten No • 25 027-078 DOOR OULB WEATHERING ALCRYN ItxpGatlon to �r 1.00p � � 26 127-120 SILL TO FUISHING GASKEf CCN SPONGE p agp 3.320 � �o 27 127-Ott SLIDE IN SPACETt SANTOPRENE (gvf�am e c "�� Z� 28 027-074 STANDARO PUSH ON GASKET EPDM DUROMETER = 70 + -5 2.000 �1.646--I 29 127-070 SETfING BLOCK EPDM' 0.0 9 0 � 0.3 5 7 � � ��" 30 127-121 INTERIOR FIXED GASKET EPDM DUROMETER = SPONCE � T O.OG2 �� 0.497 z Lild z�# 1.062 31 127-126 EXTfRIOR PUSH IN GASKET EPDM DUROMEfER = 70 �4 OC �5 H� � � -�- �3 pOCKEf' � a � 3 2 0 2 7-9 1 8 G A SK E T EPDM DUROMETER = 70 O � ' 33 183-303 THERMAL SEPARATOR EpDM DUROMETER = 70 �� 20 DOOR STOP 11 SILL ANCHOR BLOCK I N S E R T o �J� � Fnsr��as (AT DOOR JAMB) � �� 0.531 0.601 � 38 128-396 N0. 12 X 7 16"S.S. PHTF SCREW 2" FROM ENDS & MAX. 18" O.C. � �•z8z �^-� 39 128-271 N0. 12 X 5 8" S.S. PH7F SCRER4! 4`FROM ENDS 2 ROWS �'-'�•825 O.M109 T 3 �3�� 0.300 40 128-M1O6 1 4" X 1" S.S. HWFITF SCREW 3" FROM ENDS& MAX. 9" O.C. 0.100 � 0.070 0.742 � 0.702 -7- 83� 41 128-910 N0. 10 X 1 2" S.S. FHTF SCREW 3" FROM ENDS & MAX. 18" O.C. 0.047 � I 42 028-336 N0. 10 X 1 5/8' S.S. FHTF SCREW 1' FROM ENOS; 4 GROUPFD 2'�� 2,500 � 21 SHEAR BLOCK U.914 ^ °' AT MID-SPAN: �s" n�nx. e�wE� � I 31 G S ``\ i u i►�� .L -- o.sst lt�--�-��...�.��e��,,� q �' � ; t � � • a.soo �$ 5S 19 Pf�ESSURE p,yy� 0.305 0.180 0.250 ,``� � �-+�� • a � - �----4.sss--{�o.oeo PLATE COVER OP�qTE COVER � =��m �, �a �' '-� .J.�a•492 G- 2g S D D 30 �TERIOR FIXED _y � �. �e Q�, � t.oss o.134 �� o.2as �-o.ot t. �USH-ON G S :�?,�,°�� Z ,,t''gaq ' 46 -� i o o. �g S7�EL REINF. � o.soo » pOCKET INSEE27 02 ],L?" ��. GLASS SPAGER ��g"� ��'�i��c'p��'�, g oF°'g ,� SEE GLASS ' �'�+m= �� MULLION END CONNECTION D�'AIL•S AT VERTICAL oPnoNs sE�ow�—'' s�cvss „�, N.�. DOW 995 OR OPTIONS BELOW�'� �� MULLtONS ALONG SIDE DOORS EXTERIOR T6tEMC0 EXTERIOR oow ss5 oR '" °i��" IYPICAL A7 SILL ONLY 28 PROGLAZE SSG O 28 TREMCO � ) �_ . �_ �aoc�aze ssc � 5/8" MIN. 81TE 5/8" MIN. BITE � 11 i. . 1A 1B 2 �C 5�� g� �� SILL ANCHOR 29 4 6 7 8B z M�.� BIOCK � 27 10 13 I S 27 DOOR SILL � 6B 34 � TYP. GLAZING DETA(L � � (WET GLAZED• SINGLE GLAZING BEAD CONDITION�, 7YP. GI1�zING DEfAIL � �"---�__�� GLASS OPTIONS (WET GLaZED)• ��IET GLAZED• DOUBLF GLAZING BEAD CONDITION� a OPTION 1• 1 5/16"THICK LAMINATED CLASS BY SOLUTIA (1/4° HT. Si./1/2"pIR SPACER/1/4" NT. ST./0.09 SOLUTIA SAFLIX IIIG PVB/1/4" Hi. Si) .OPTION 2: 1 5/1G"THICK IAMINATED GLASS BY UUPONT (1/4"H7. ST./1/2°AIR SPACER/I/4" Hi. ST./0.09 DUPONT BUTICIT[ PVB/1/4" Hi. ST.) � ANCHOR iYPE °F" a SILL ANCHOR ANCHOR 1YPE F 0 7oNGBELOW ZZ � 30 (3 ANCHORS PER SILL ANCHOR BLOCK) EX7ERIOR 31 � Z�w � � . � � ��g� •5/8"MIN. BITE W a�¢j' c� �ac�o, . - 1"PAIN. 11 tA 1B 2 � g��c � 5� SILL/WCHOR 9 4 6 7 �5�� M�•� BLOCK �` �p 13 15 ,xouucraevissn S� �1�'�� us wmplyLiQ�vi�h ihe Flodda � �u'ni O DOOR SILL Acaplunsa To D• yS ��Z �'P. GLAZING DETAIL i:, • ;o 0 0 0 0 ` � (DRY GLAZED; SINGLE GLAZIN B /+D CONUITIONI , — . Z��'� � __� GLASS OPiION (DRY GL�ZEO�;, :iinmlDndcProduetConlml � � OO� OPT10N 1:� 5/16"THICK LAMINATED GLASS BY DUPONT (1/4" Hi. ST./1/2"AIR SPACER/1/4" HT. ST./0.09 DUPONT SGP/1/4" F{T. ST,) w � ' '- 4.952—j I---3.'�74--� I---2.500---I I+---3.000 � z� - pNCHOR 7YPES — ' S{LL AN OR g� & ^p� ANCHOR TYPE B �� o.ioo � o.oso—� z z�� (4 ANCHORS PER SIIL ANCHOR BLOCI<) 2.500 2.500 �q H�A D FR A ME o.o s o y � �z��q ��Tc� o �� (RECTANGULAR �� ' 4.952 �i- 5.000 0.090- 5.000 -� �u�iz�� s" 1 B HEAD�r RAME (RADIUS & ��"� M�� RE'CTAIJGULAR UNITSI 83,y DOOR SIL� 0.090 I'� • � W 2.500 ,---4,952-� N a 0 0 0 0 0 o O� � 11 0 6Q F � o � ' �� 0.125 0�� O�QQ��{�p��¢ a�.t i \ 5.188 --, 3.000 PRODUcrR5VJs8D �� ,� � SILL AN OR ANCHOR TYPE "A" 11 0.100 � � Annding�Yo�da I�h�hct+lor/de �" �W � O ap� � � • SIl1 ANCHOR 1.500 Acap�McO Nv • _y � a � 3 ANCHOR 11'PES A & D e�ocK � ,� " Rxpimtipu�qto. �7 =3 u `� � �,�'� � ' (7 ANCHORS PER SILL ANCHOR BLOCK) IIY JJ��.'� x '�� sr�cr no. C "O5 K..P tiSILL FLAS H I NG 6A IgANSOM BAR WITH FIN Mr a n+� a e o r r o a��tcb o� '/.��,y�`�.,,,,�_,,,,,,„��6i� 8 ov g • ��rn�iit� � � � � r � � � � � � � � rr � � � � � r� � � � � � � � � � � � � r � �r � � � �r 8 � ^ � E GIAZING � ~ . - a , aucK[o er. � E 6LAZING ��¢" MA%. $HIM AT �nxa ��n� / DETAILS ON � OEfAILS oN �CH AtVCHOR FRAME YIIDTH (F.W.) �-� %n�roe SHEEf 8 SHEET 8 " SEALANTS 81 OTHERS � 88 g� " SUBSTRATE BY �� O7HERS PER 17 '�FRAME ANCHOR 350 IR LARGE MISSIIE � REQUIREMENTS 3 IMPACT OUT—SWWG 41 TABLE"ON DOORS UNDER n 4Z SHEET 1 5 SEPERATE APPROVAL � ��---� s ��zr�� 25 -- -- � II I�' ------� — { ii �i n n �---J . �j �� 350 IR LARGE MISSILE �r.t�� 6B a EXTERIOR I I�IMPACf OUT—SWINC � � _`J=--_f"� _ o, 0 � DOORS UNDER � � LU � I� p �I SEPERpTE APPROVAL I� �I 25 t FRAME ANCHOR SEALANiS I`��' I I I I 350 IR IARGE MISSILE PER ELEVATIONS BY OTHERS �� EXTERIOR �� I�r��'� IXTERIOR �I ��MPACT OUT—SWING � $n'�c� . '—� r-- 1� 1'I SFPERnTe nPPROVAL SECTION F w �� SCAIE: 7/2 FULL 7 � �� SECTION E� � r �i 14 15 �s 3 i ��oo SCALE 1/2 Fl1LL 7 � �31 "� -� � �v"'iz SECTION 39 � E2 � '� � ' SCALE: 1/2 FULL 7 1 . " �'' , � �� -:a �,.i. \ " I , � ' �. , a c�o, ,,.a. �y,�,5. / � �� . f---FRAME WIDTH F.Vl. EXTERIOR \ c� � � ) �EE GLAZINO � �" -�- DEfAILS ON � i �� 39 SHEET 8 39 � a �„ EE GIAZING � � i ' 16 SEE GtazING SECTION N �EfAILS ON DEiA1LS ON z �i 3 � SHEET 8 SCALE: 1/2 FULL� f3 �� SHEEf 8 a �� 350 IR IARCE MISSILE ��R SECTION � � §v�i�� . IMPACT OUT—SWING r 1 SCALE: 1/2 FULL 7 ��$ � DOORS UNDER 25 � 1 83�1 SEPERA7E APPROVAL ————— \ / ��\111111 I11lI/��,s ,_ � �------- /� \\��?3��j�f, .o a p_ N . `�� *i�,�i � 39 'O ��g�} y ,MY, A O��^ � 3 �___—_ • :m M � �3�� F;5 � � PRODUCT RHVISPD ""� V � � ��'�� U `l PRODUCTR8VIS0D � � O "� � �EXTERIOR mcon�1 In WitAUaFloriAa atmnplylr�j{wlihlheFlotldu '�� > Z v DY B I�utldll�gCode •�� t SECTION nwtemscaa� � ^Q ActaPNnroNo � �// M�...._.......�• `:,. � AaYptunceNo �••J.C7 �fmtlpnbme 1 �/ � \� scn�: �/z Fu�� ' �� (201� Hy 7 �q�i�i��N�� 61 � nY ' Miam eaa r.oa�c SHEEf N0. _ .vtiam�nmo contro� 7 ov g NUAN 01Y tll(f1tE0 ON FRAME ANCHOR FRAME ANCHOR SUBSTRA7E BY � 4" �X. SHIM A7� �FRAAIE WIDTH (F.W.)-- o�'�� a�„s PER �LEVATIONS SUBSTRATE BY PER ELEVATIONS / „� %�� OTHFRS PER OTHERS PER EACH ANCHOR � q� Mpx 'FR/UAE ANCHOR � �� FRAME ANCHOR � � REQU�REMENiS SUBSTRATE 8Y � REQUIREMfNTS 2 g SHIM AT EACH SliIM AT EACH TABLE" ON OTHERS PER ANCHOR TABLE"ON SHEET 7 ANCIiOR SHEET 1 "FRAME ANCHOR �SEE GIhtING � REqUIREMENTS -�/ DEfAILS ON TABLE" ON SHEEI'8 SEALANTS SEAIANTS 33 SHEFT 1 � BY OTHERS r, BY OTHERS 32 _ ,8 � � � � - � ,n ; ,a ,. \ l � � 40 FRAME � 8 x 19 / ANCNOR EXTERIOR �SE�GIAZING � EXTERIOR /\ �C��G E�EyqT�ONS EXTERIOR F �S � � DETpfLS ON ` � DETAILS ON SECTION �� SHEEf 8 � SECTION A2 SHEEf 8 SEALANTS � SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 8Y OTHERS — / — SEC7lON o� � �� SEE GLAZING , � EXTERIOR / DEfAILS ON I � � EE GVSING SCALE: 1/2 FULL 6 � ��$� SHEET B ^ EXTERIOR , DETAILS ON � �o�i� _ � SHEEf 8 1/4" MAX. SHIIA AT FRAME.WIDTH (F.W.) � � �2 F, 9 EACH ANCHOR � � � �� F� � $ � � o0 a = SUBSTRATE BY 3 � �s,'�o F � 7 I I � 4 5 �FRAME ANCHOR �NGLS�ONG ��n z L-1 �- SEp�{� 3g 6 �� 26 38 REQUIREMENTS » SHEET 8 8Y OTHERS TABLE" ON o � EXTERIOR ` SHEET 1 � ` � � ` � c�o d SECTION e \� l � z� SCALE: 1/2 FULL s ��4� MAX. SHIM A7 EACH / � z��r ANCHOR . EXTERIOR /� � � SEE GIAZING EXTERIOR Z �� OE7AIL5 ON FRAME ANCHOR SUBSTRATE 8Y OTHERS FitAME � 0.��,� � SNEEf B PER ELEVATIONS SECTION C2 PER "FRAME ANCHOR ANCHOR 13 � i$�� REQUIREMENTS TABLf" PfR 9 SCALE: 1/2 FULL 6 ON SHEET 1 ElEVA710NS o ��' SEAIANTS 4 BY OTHERS '� �� 38 5 SECTION o2 � SEAlANTS 26 Z6 38 SCAL[: 1/2 FULL 6 �3`� 9Y OTHERS ��111111111!/��,� ... W \��\�,.j�-��1 dA�i N a 4 \��j t� �`��p_�i,� Z r"3 �� u�Yn �� e� ` '��'�,�a� 5 � " �z 1/4" MAX. _'n�s; � d( � �"�� cWn SHIM AT EACH PRODUCTW3V�suD �3 � pR„ � ANCHOR SUBSTRATE BY OTHERS u tj�� PER FRAME ANCHOR PRODUCI'RSVI3ED mcamplyf�w11h1iwFlotida .-� � p d) �'� moomP�YM6wIlBlboFlaWa 6utldliigCodo %,{, � � 8,fl� REQUIREMEMS TABLE" BuudiasCodo • AccoptaneoNo - �i ��'a' ��r PER ELEVATIO 5 SECTION �� ON SHEET 1 AccepWneoDo 2O1� 0 1re11onDe1a �� '�i,��t�'��{:°''• 1461 � C� SCALE: 1/2 FULL 6 diL11.T Mlem oPtofirel nto SHEcr tto. Minnil Dedc Produd Contro 6 oF g � � �r � � � � � � � �i � r � � � �s � � ; � � � � � � � � � � � � � � � � � � � 1 , � , � � o�.�� : , WN4 AH.A Pt4II MtEs � �.2t mJtWt ' t7 t/2't�ax, o.c. � 16 1 j4'MAX. 4.C. � (AT HEAO} 6 I�.�� AT W�Ad) 6° FIp7(.� I�- 61 s � {--6" MAX. � � I , / 6",T_ � 4 � i i 3-J� �i E2 7��3n Ei E2 / �d 7 �� 3 3 _ _ � 3 ��--_ —=� i �—�_—..—.:-=="'l7 � , �-----_ �-.�—.—/.� � �_�._—��---i7 � z 3 �i� %j I� i ��%/� �� V � 3 �� / 11 � ��%�\ U �-; o I � �l I I� � oP ��11 o I / II I I� � a' SREII a � M 7 flH�y�C�v�a�o p l f1 . �� ? � � ? �, THIS M7CHOR IS () ( !( � F � ON�Y REt1U(RED \ �x � 5" � WHEN OOOR �) f 1f \ 2 �j�p = �..' 5" ( tYHEN'006R �I ( <� \ 2 �1�ry � ti a w � � OPENING WIDTH �� I I� � �� W � � OPENING YAO7H I� � �I � �� $' � z L ,1S OVER 78"� �I 1 I� �� II � ? �is ovER �a" & �I I q �� II � ��M,��+ a ( / StJBSTRATE 1S (� � j� � II � � / SUBSIRATE !S i� � �j ♦ �� y� w a"ui o � � / CMU �I I 1� �� o � / CMU �I I 1� � � � �o G'or � a a 5, � �� II � o � 5 � �� o"� � � � 5" L..—.—i��_— (� ?.�' � '� ^ �• —=�.-.—_ � � � �`"c�>fi � � � T(P. FRANVE —�(,r9i'".�_�.�—��< <� iYP. FRAME �—�(y� —.��—.�—r711 ��n� -�f �< <"'„ � I ANCHORS WNERE �I�) / II N � I ANCH4R5 WNEftE �I� �� II � $'�� " � SHOWN. SEE 1 I� i p - � sHowN. s� I � tl � 1 ^�aE artcrto� i! I 1� �� 11 s 5 o i R wtcE �` � ' "�rv,�E t�c}toR p 1 !! �� ssa te ca�c� � t� 5" REQUIREMFNfS I� I I� / � �" REQUIREMENTS II I I� / MISSILE IMPACT o �a� MISSILE IMPACT z a 7A9LE°ON SHEET 1 II � II / TA6LE" ON SHEET 1 / FQR REQUIREMENTS. / II Q�-S'N�NG DOORS a I� � �I n OUT-SWING p00R5 P,4. 3 \ ( � (� � If / f l) 6c Stll ANCNORS � ( FOR REQUIREMENjT�S, (� ! � f/ j � ge 511.1 ANCNORS � �____ _�_I i L _ _�—�! ��4Eft SEPEftAiE � L�_.�—_ ?"J I L � _��j UNQER S£PERATE Q •z o�o L !_'— =— APPROVAI. � . >='"" _--- APPROVAI � - —�o w 6' MAX� � �� 6"Mr1%. � �� -------9G" MAX. p,LO./OOOR OPENING�----� �-.----96" MNC. O.L.O./DOOR OPENING--»� � �a�� io�°�nx. �vr�atH {F.w.) �a�"r�nx. �n�tE w�oix {F,w.) �� , EXTERI4R ELEVATION ,�T�RIOR ELEVATIQN STORE FRONT Ff2AMING Wfl'M DOORS & £YEBRO� TRANSQ�( S7q 0 T R H S & C GULAR R NSO � �� .,q�PL.1CAB�E WI1'N ALL SUBST�TES� � t � (DOUBLE DOOR CONDRION SHO41N, SINGLE DOOR CONORION A150 APPLIES} (pOUBLE DOOR CONptf10N SHOWN, SWGL6 DOOR CONDIiION ALSO MPUES) �}'� SCALE: 1/2"ni'--0" ' SCAIE: 1/2"e1'-0" ,� � ALLQWABLE DESlGN FRESSURE - � a _ -F/-65 PSF' ``11��ti��tlrt�jjf, o �+ � �� 3�,.�-=r��/,!a •+�,. g .. `��.�. .�,�4?�% � a. �y PR4DSFCTRI3ViSHD �� W � �� N � PitODUC!'RBNIBOD pe comPlyir$wifh iho Ptatda � � aeaomplyingtvilh�4eNlaWa DuI1dPogCodo �'� y�j d'� q � �= .lutldln Oodo ,,{ ,}�� Acce�nncoNa i�' ui O Ul�� Auepta�sMo`�. '� 3�• 1� t3x 7nttunUate `f��'�) � �`.� e.� - 2Q�.t� �y `'�i��`'--........,.w�Q��'�`~ 1461°. R� vtomlUadaProduaComm ' M� � adoProtluct nttl"' //��//�I�/�A`��\� �H��FO ,� , W4'M!B!i CH[q(fA UIY venx w.�z 6' lAAX. 3" 6"MAX. 3� "ni-t� `uo�/�Ua 6' MAX. 8° MAX. �. � �17' dAAX. �� 19 3/4" � �17" A�AX. • �� MNC.4� � MAX. � 6' � � MAX, B„ MAX. // /� j THIS ANCHOR IS ONLY REQUIRED WHEN DOOR /� 3��`I I � 3 / 3� SPCMUG 1VIDTH IS OVER 78" &SUBSTRATE 3^ � � a° �/ � � � 3 — �rr � � a� � � � � �■�e � � � � r � ■r � � � � DAA%N M M: ♦V � WAA HHS. ' su �1�/v�. �7�� M�. 6�� y YIOi�I{ Ol/11/00 2.1/2"TO 3" $ A� A2 19 3/4" g^� MAX• 2 1/2" � � � MN(. 6" MAX. � sZ / Et 2 a 96" MNf. D.LO. � / Z ��Zx B 2 ��2u � 3.� n 7 7 � 6 / � fr=--= —_� � ��_=_ � �su�+Y� arcc�o� � wnu, wxs. I.x< �07%It/(6 3• 3v 3• 3 � MAX'I � � � _•.I I'"MAX• MAX.�� 30 � � 3 I I �. � II � � � � � � � � 3„ _� 19 3/4" � 19 3/4" � / MAX. 3" / MAX. � / • U ' � � � 3� 3� � z�o . � �UM� � % � �o�� a�;� iYP. FRAME ANCHOR iYP. FRAME ANCHOR B 4lHERE SHOWN. SEE I �0 70 "FRAME ANCHOR C OR E WNERE ��F SHONN.SEE 'FRAME Z'�� REQUIREMENTS TABLE" ANCHOR ��z ON SHEET 1 FOR / REOUIREMENTS TABLE" ' / � I RE9UIREMENTS. ON SHEEr 1 FOR REQUIREMENTS. � � // � � � / / / �� _� � � � �� d� �XTERIOR ELEVATION EXTERIOR ELEVATION � Z�� MULTIPLE FIXED PANEL Sl'ORE FRONT A��FM �Y MUL?IPLE FIXED PANEL STORE FRONT ASSEMB.�,Y ,(WITH ANCHOR 1YP "•B" TO T F 1 (WITH ANCHOR lYPE "C" & " " TO CONCREf �'C� � �� "' O J SCAIE: 1/2°=1'-0" SCALE: 1/2"=1'_0" � —a �cnZ�� FOR ALL FRAMING & D.LO. DIMETISIONS AND SECTIONS, SEE ELEVATION �N SHEEi 1. FOR PLL FRAMING dc D.1.0. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET I. 3� � 0T• CMU IS APPIICABLE ONLY Ai SIDES. �� 4`�\��+��'��/ a ;�'/� d �'% �s . � ALLOWABLE DE51GN PR�SSURE ��a � n v�� +/-65 PSF PRODUCTR[iVISLD � ^N W �' '� Q n � � � �W m o0 1 witA We Flarid� as eomplying wllh�he Flarido '^� V„ Q �j��. c� cn � mUY�B Hdld(ngQode ��) � �` ' . BuI1NngCndo 2n.A� A«cp�EnmNo • i� P�� Acceptm�coNo J�/ 1 Bx Ga�(onDa�e /? �j�t Q��\� • e °`° r rZp �Y, ff��ji�P�� 1461 � C� il�' � • � Mlmnl ndoProducl ho Mtamt Dnde Produa Cbulrol sHeeT No. • 2 oF y � � � � � � � � � � � � � � � � � � � � � i � � � � � � � � � � � � � �■■ � r � . . ��,�, �o� GENERet N.OTES• ' . e�w wxs. 1. '7NESE STORE FRONi 3YSTEMS fUYE BEEN TESTEtI,ANAlYLEO 4 APPROVEO fQR DEStCN PRESSUR6 KDT ��-x� �%iVaa ro excEm txose mom+w rrie;�uovrae��s�cx vREsnme ue�(s). 2 1/2" 40" MAX. D.LO. 48"MAX. D.LO. M18" MAX. D.LO. 2 1I2° Y, OPENINGS,BUCMNC g BUCKING FASf�NERS ldUST BE PAOPERLY OE316NED&QlSfALLEO TO TRFNSFER Eg s g 571ND 10A0.5 TO THE SfRUCR1AE Z ��2e 2 ��Z�� s• � S� � � 3. ALL HRftDWME&FASiENERS SHAlI BE IN ACC�RDANCE WIIH iHFSE OI7AWINCS&SNALL NOT YP7tY g" UNLE55 SVECIFlCAILY MENIIONEO ON 111E OW.WINGS. SYECIiIEO NJQiOR ENOED 10 B/SE MAiFRW.SHALL OE OEYONO WAII FlNISH OR SNCCO. MAX. MAX. � � � � � A. 7HE DEfAILS k SPEGYFlCAlIONS SNOWN NEREIN REPRESEHf THE PROOUCiS T6TED k PROPoSED FOR ,2 � Z� A1 A2 6° �Ulx YlATER,AIR,IAIPACT,CYCIJC de UHIfDRM SfAIIC AIR PRESSURE IESTINC IN CONFORl1ANCE WRFi THE FLORIDA / 6 6 r BUIlOQ1C CODE PROi0Chl5 TAS-201,202&203 FOR URGE lASSIIE MPACT STORE FROYT SY5iE615. ' z 6. THESE STORE FROIIf SYSIEiAS FNVE BEEN OESICNEO IN ACCORDANCE 1NfH NiD IIEEf 711F.RFAUIRE6IENTS ,_j_, � � � �� OF THE RORIDA BUILOING'CODE(F8C)INClU01NG 19q{yELpCIK HURRICANE ZONES�(HVFR). � 6. IMPMT SHUfiFRS Al2E NOi AEOUIRED MTH TH6E S10RE FRONf SYSTEL(S. 7. All ANCHORS SECURIHG SfORE FROt1I FW4fE TO PRESSURE 7RFATEO BUCKS OR SYOOD FRFAORC SHAU. � a � �� BE CWABIE OF RESfSTING COAROSION fhUSFD BY THE PHESSURE 71iEAlING CHE6IICALS IN iNE Y7000. y 8, OEfERMME THE PoSIiNE dc NECfSNE OESICN LOADS TO USE{YflEH flEFERINq1M 7HESE DOCUMENIS IN � g ACC,OROANCE 4ATH THE COVFNJMC CODE PND CAYERIUNG NUID VElOC1IY. FOR 141ND LDM CALCUU710115 IN 8 19 3/4�• � R � 8 � ACCORDANCE YA7H THE FLORIDA WILOIHC CAO�A DIRECTIONAUIY FACfOft OF Kd s 0.85 IAAY BE APPUEO 6 � MAX. � � � � � � PER 7HE ASCE-7 STM7llM0, u B. NO INCftEASE IN.UlOWAOIE Sf(iE55 FWS BEEN USED IN 1HE CER11F1CATION OF 7HI5 ARODUCf. WIND 3� z Z .� & � LOAD DURATION FACTOA Cd n 1.8 SYAS USED FOR WOOD SCflEW ANPLYSIS ONIY. ' 10.IfATERWS,INClU0W0 UUf i101'IJIAITEO TO S1EEL SCREYIS,iHRT COME IMO COMACf WRH OfHER � 2 ��2�� a H H OISSII11lAR AIATERULS SIULL MEET iHE REQUIREl1ENTS OF FlARIDA BUIlAINO COUE CIIAPifR 20. � � OPP$IlE GORNER dc Fl7AAIE EN�CON�UCTION: V p p� � FRpfAE NEAD COHNER(MPUCAHLE TO IiEA1/1A1:HFAO IS$QUARE CU(,BUT(ED TO 510£,FASfENED 6 6 - WIiH 711REE(3)N0. I2%I'PHTFS FASTENERS THROUCN THE SIOE NEMBFR IMO THE HFAD NENDFIt ' • SCREW SPUNES&S EO MM SNCONE. S � �j N FN.wE HEeD GORNER�FPLCJBIE TO f1E7A 1181:HEAD IS A(ITEN CUf,BUIIEO TO SIOE,FfSiENEO WIiN 16'0(2) C� 2 1�2� � N0.12%1 I/2'PIIIFS FASIENFRS 1NROUGH iHE SIOE NEIABER IN(0 iHE FIFAD NENOER SCRflY SPUHFS& � � � ��o sEttEo tvtni stCiconE. � �n,';� fRq7AE SILL CORNEA:SRl IS SUWRE CUf,BUIlEO i0 SIDE,FASIFNFD YlRH iMtEE(3 N0.12%1'PHfFS W J �V in FASTENERS THROUCH TNE SIDE lAEtlOER U7f0 1HE SILL lAEMBER SCREW SPLINES k 5 N7TH SIUCONE. � � 3� W a�q�1 FAAAfE OOOR JRM9 SItL CORNER:SILL IS SQUME CUi,Ui1fTED TO SIDE,F/STENED NffH 1 JAIAB PNOT � j � �p M� �SFNIiLY.FACH PNOT/55ENBLY W!S FASiENED i0 i0 1HE SIOf WIIN THflEE(3)N0,f2-24 X 5/8"f}1M5. o .� iHE THflESHOLO IS 1HEN FASfENED 70 PNOT ASSEldBIY WIIH iVSV(2)N0.1T-24 X 3/8'FHMS&SFJLED � / � U��j vmx sfucaHE � �� TYP, FRAME ANCHOR � g c�� HnNI70MAi FRd�F MIILON ND�MP M mF Tp R� �BA h B71•KORIZOMAI IS-SQUME Wi�BUf1E0 TO � W V^ SIOE,FAS7Ekm�41TH TFiNEE(3l M0.12% I'SS PFRFS FtSTENEIiS THROUCN iHE 90E NQABER INfO 7HE M ,,_ A OR D WHERE ��N O MUWON GQABQt SCREW SP1lNEs&sEAI£0 varx sNCONE. o ¢ HORI70N�/J FRwF A1� �ON t7�(BppJ ICPBLE TO REIA dfiBl:ISOpIZdNTAI IS SOUARE Cllf,6UfTED TO S�E, � � 'MICHOR S�v��E 2 ��Z� � Y�Z JOINED VIA A SNFM BLOC%(PMT a21}7HE SHFhR�8LOC1C IS FhSTflfm TO THE YEliTIGL FAAME 61�.lBER / j� � WIM FOUR(4)N0.12 M I 7/B'FH1F ttPE 8 SCflEWS.THE HOPoTONPPL MF1dBFR IS FASfENEO TO 1HE SHFAR REQ4IREMENTS TABIE" / �� BLOCK WffH iHREE(�)N0.12 X 1'fHIF iYPE AB SCREWS.FAqI CORNER IS SE/ILED WITH DOW 793 SRICONE ON T{iIS SHEET FOR �_ � S�M• REQUIREMFNTS. - j � � 2 1/2" W , c / / / � � z ' � �d��. Z �a �X FRAME ANCHOR REQUIREMENTS TABLE � 4 6" MAx. � �� ANCHOR 0pENINC 1YPE JMIB TO OPENUVG MINIMUAI MINIMUM � � (((�� iYPE (SUBSiRATE) FASTENFR lYPE EAfBED EDGE OI5T. 2 1�2�TO 3° 2 1/2��TO 3" ��Y� A 2X WOOD FRAME OR BUCK N0. 12 SMS SCREWS 1 1/4" 3/4" � ��9� � (AIIN. GR. 3 & G=0.55) EXTERIOR ELEVATION � �v, $ MIN. 1/8"THICK A36 STEEL «> t/a-2o sE� �ULTIPLE FIXED PANEL ST�� FRONT ASSEMBLY � �3�"� g FULL 3/4" --�� (a�iN� Fy= 36 ksi) ORILLING/TAPPING SCREW �WITH ANCHl1R NPE A OR 'D TO WOQD OR METAL STUD) �3 H O R I Z O N T A L S T A C b N G & O V E R A I I.�U N TZ W I D T H I S U N L I M I T E D P R O V I D I N G D.L.O. D �",i��/ /i W C MIN.3000 P.S.I. CONCRETE (t) 1/4"CONCRETE SCREW 1 1 2" 2 1 2' �� // p., MIN. 16 GA. 33 KSI �� tf4-20 SELF FULL 1/Z° NOT EXCEED 48°WIDE AT EACH PANEL. NUMBER OF VERTiCAL PANELS IS �� "� �� ` ME7AL STUD DRILLING�fAPPING SCREW UNLIMfTEO BUT MUST FlT INSIDE MAXIMUM FRAME HdGHT SHOWN. �� M �i 0� N '� E MIN. C90 BLOCK (i) 1/4"CONCRETE SCREW 1 1/4" 2 1/2" - s- fT � (4) F MIN. 3000 P.S.I. CONCREfE (a)3 S"WEOGE/SLEEVE ANCHOR 2 1 2" a' • ALLOWABLE DESIGN PRESSURE y"'�w � � a� � (�1 CONCRETE SCREWS SHALL 8E ELCO ULTRACONS� ELCO CREiE-FLEX� fIW RAMSET�RED + -65 PSF' ��) � � �A w 3a HEAD TAPCONS OR HILTI 1CWIK-CON II (HARDfNED SiEEI.OR S.S.). � %� x / � c21 SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORRISION RESISTMli rRonucr nuVlsnu �i �'�� • 'RODUCf RBVlSOD i .1�..,,,_,...••`'�� wcon�ptyl��vl�h�haFlmida /! �?>E GD E/SLEEVE ANCHORS SHALL BE RAMSET/RED HEAD DYNABOLT, HIL71 KWIK-BOLT 3, OR i«nai��coa��(2� An n�«c�ia��No - .D(� ,��r��ll�ll�l��\`\` � �eaplm�ceNo �v"CJ�•1U R . POWERS RAWL POWER BOLT STEEL OR S.S.) Z �� Cn�lpnlh7e QD�7 «�ANCHOR TYPE "F"IS ONLY PLICABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE � °"" _ � D SHEEf N0. C VERTICAL DOOR MULLION BOFfOM END. . ,3Y n�tam naermduct 1 �F 9 Kawneer ComnanY,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (corrrnvuEn) 3. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentiyGlas�Interlayer"dated OS/25/11,expiring on O1/14/17, 4. Exterior Gasket: TREMCO Part No. TR 14815E (Kawneer Part No. 127'-12�, EPDM Dense Rubber Exh�usion with 70 durometer ext. glazing gasket complying with ASTM C864 Option II specs.,AS'TM D412, 1500 PSI,ASTM D395I3,22 HRS 158°F. � - 5. Interior Gasket: TREMCO Part No. TR-14270E {Kawneer Part No. 12'1-121), Closed Cell ("sponge") EPDM iubber compound, interior glazing gasket cotnplying with ASTM C549 Option II specification compression deflection Iirnit 20-24psi, 6. Extcrior Gasket: TItCMCO Part No. TR-14271� (KRwneer Part No, 027-074), � EPDM Dense Rubber Extrusion with 7Q durometer glazing gasket complying with ASTM C864 Option II specs.,ASTM D4i21600 PSI,ASTM D395B,22 HRS 158°F. , T. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5`� Edition (�014), issued by W. W. Schaefer Engineering & Const�lting, P. A., dated 04/14114, signed and sealed by Warren W. Schaefer, P. E. 2. Statement letter of confoixnance to FBC-2007 and FBC 2010, issued by W. W. Schaefer Engineeriug & Consulting, P. A., da#ed 09/01/11, signed and sealed by Warren W, Schaefer,P.E. (Sub»�itte�l iatderprevious NOA No. XX--0915.06) 3. Statement Ietter of no financial interest, issued by W. W. Schaefer Engineering & Consulting,P. A.,dated 09/02/11, signed and sealed by Wanen W. Schaefer,P.E. (Srtb�tiitted under previoi�s NOA No. 11-0915.06) 4. Laboratory amendment letter for Test Reports No.'s HTIrGU49-1201.05 and HTL- __ 0049-0111,06, dated 09/07/07,all,signed and sealed by Vimz Abraham,P.E. (Srrbr�titlerl re�:de►•pf�eviorrs 11TOA No. 09-0218.07) . 5. Laboratory cornpliauce letter for Test Reports No.'s HTL-G049-0201.08, dated 03/07/07,FITI,--G0�9-0303.07, dated 03/07/07, HTL-G049-1201.05 and HT�-0�49- 0111.06, dated 04/18I06, issued by Hurricane Test Laboratoiy, Inc., signed Jose E. Coloii,E. I. (Subtttitted r�ndet�pt�evious NOA 11To. 09-0218.07) 6. Test Proposal No. 07-3288, 10/11/07, issi�ed th�•ough Product Contxol, szgned by Ishac� I. Chanda, P, E. (Srrbrrtrtted u�tder pt�eviorrs NOA No. 09-0218.07') G. OTAERS 1. Notice of Acceptatice No. 11-0915.OG, issued to Kawneer Company, Inc. for their Series "IR-501 Flnsh, Diy and Wet Glazed Aluminum Storefronf System -- L.M.I.", approved on 11/27/11 and espiring on 02/1S/17. - �� :c�;�;-- s�,�� Jaime D.Gascon,�.�. Product Control Sectlon Sunervisor � NOA No.1Q-0430.18 Expirafion Dafe: February 15,2017 Approval Date: August 28,20I4 E-2 � Kawneear Companv,Ialc. � NOTICE OF ACC�PTANCE: EVIDENCE SUBMITTED � A. DRAVtrI1YGS ].. Manu�'acturer's die drawings and sections. � �iSltlltT1t1�8tI ltfltlCt�,previor�s NOA No. Q9-0218 07) 2. DF�awing No. 1461, titled "T�ZSOI Aiuminum Store Fro,nt System - Large Missile Itnpa�t" Sheets Ol thru 09 of 09, dated 0?/14/06 with revision "Cl" dated 09/02/11, ' prepared by W. W. Schaeffex Engineering & Consulting, P. A., signed and seaiet� by Wanez�W. Schae�fer,P.E. (Sub�rtitfed ttjrdet•previor�s NOA No. II-09I5.tI6} � B. TESTS - I. Test reports on: 1) Au.Ynfiltration Test,pei FBC,TAS 202 94 � 2) U�iform Static Air Pressure Test,Loading per FBC TAS 20�-94 3) Water Resistance Test,per FBC,TAS 20�94 �) Large Misszte Impact Test per FBC,TAS 201-9� � S) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6} Forced En�y�'est,per FBC 2�-1� 3.2.1,TAS 202 94 along with marked up drawings and installation diagram of a series IR-501 aluminum , flusii �lazed starefront system, prepared by Hnrricane Test Laboratflr}� LLC, Test Repoi�ts No.'s �TL-G049-0201.08, dated 03/07/07, HTI�-G049-0303.07, dated 03J07/07, I-�'I`L-G0�#�3-I2�1.0� and HT�-00�9-411]..OG, datet� 0411810b, all, signed � and sealed by Vinu Abraham;�.E. �aStltl)t311�GiI liltt��'P�3�'BVtOI1S NOA.IYO. �9 0�18.�7} ' C. CALC�.TLATIaN� _ 1, .Anchor Calculations and structural analysis, comp�ying with FBC-2007 and rBC- 2410, prepa�ed by W. W. Schaefer Engineering 8� Consulting, P. A,�dated 02110/09 � and revised on 09/O1/11,signed and sealed by"VVarren W. Schaefer,P.E. (Sub�t:inet�tnttlerpre�iaus.IV�014Nv. �1-OgIS.t16) 2. Glazing camplies�vith ASTM E13U0-Q4/49. , � ' . D. QUALITY A5SiTI2ANCE l. Miami Dade Department o�Regulatory a�d Ecc�nonuc Resol�rces(REl2.},- ' E. MATER.IAL CE12.TIFICAT�ONS 1. Notice of Acceptance 1`10. 13-0129.27 issued to E.I:DuPant DeNemaurs &Co.,Xnc. ' �4T f�181P��DuPon#Butacita�PVB Int�rlayer°'dateci 44/11/13,expving on 12/11/16. 2. Notice of Acceptance No. 1�--0423.16 issued to Eastnian Chemieai Campany(Ii�A} for their "Saflex �IP CXea�•or Col�or GIass Intea•layers" dated 06/19/14, expuiug on 04/1�/18. f, � ' �-"��i��u��- -` Jaime D.Gascon,P.E ' Product Caz►Ei•ol Section Supervisor PIOA No.ld-0�3f#.18 Expiration Date: �'ebruary 1S,20i7 Ap�rava!I}ate: Augusf 28,2014 , ' �`1 . ' i M IAM I�DADE MIAD'II—DADE COUNTY � � PROACJCT CON'I'ROL SECTION . I1845 S�Y 26 Strect,Room 208 DEPARTA•IENT OF ItEGiILATORY AND ECONOD•IIC RESOYJRCES(RER) Miami,Florida 33 L75-2474 BOARA A1�ID COAE ADl�•IINISTRATIO�f DIVISI011 T(786)315-2590 F(78�315-2599 _NOTICE OF ACCEPTANCE (NQA) �,�,��Y.miamidnde.eov/economv Kawizeer Company,Inc. 555 Guthridge Coui�t Norcross,GA 30092 Scor�: ' - This NOA is being issued uuder the applicable rules a��d regalations governing the use of construction materials. The documeutation submitted l�as been reviewed and accepted by Miami-Dade County RER- Prodicct Control Section to be used iu Miami Dade County and other areas�vhere allowed by the Autliority Having Jurisdiction(AHJ}. • Tlus N01�shall not be valid after the expiration date st�ted_below.Tha Miami Dade County Prodttct Control � , " ' Section(In Miami Dade County)and/or the AHJ(in areas other tlian Miami-Dade Counry)reserve the right to have-this product or material tested for quality assurance pitrposes. If tliis product or material fails to . pe��'onn in the accepted macuier, the manufactttrer will incur tl�e expense of such tesring and the AHT may - " � unmediately revoke, modify, or suspend the iise of such product or material tivitl�in their jurisdiction. RER '.� raseives.tl�e right to revoke this acceptance, if it is determined by Mianu Dade County Product Control __ ' . Section that this product or inaterial fails to meet the requirements of the applicable building code. _�—�f - Tliis product is approved as described herein, and has been designed to cornply tivith �e Florida`Bi iu d�g . Code,inoluding the High Velocity Hurricane Zone. _---�� DESCRIPTION: Series"IR-SOl.Flush,Diy aud Wet Giazed"Aluminum Storefront System--L.M.I. ' 1�PPROVAL DOCUMENT: Drawing No, 1461, titicd-`9R501 Alumirium Store Front System - Large - � Missile Impact" Sheets Oi tlu•u 09 of 09,dated 07/14/06,�vith revision"Cl"dated 09/02/11,prepared by W. W. Schaefer Engineering&Consulting,�P.-A., signed aud sealed by Warren W. Schaef£er, P.E., bearing the Miami-Dade County Product Control Revision stamp�vith the Notica of Acceptance number and E.cpiration date by the Miami Dade County Product Confrol Section. MISSILE XMPACT RATING;Large Missile Impact Resistant LABELING; Each unit shatl bear a permanent label �vith tlie matiufacturer's name or logo, cify, state, - � se�7es, aud folIowing statement: "Miami-Dade County Product Conh•ol Approved", unless otlzerwise noted herein. � RENEWAL of this NOA sliall Ue considered after a rene�val application has been filed attd there has been no chaiige in fhe applicable huiIding code negatively affecting the pecformance of this product. � TERMIlVATION of tliis NOA�viil occur after the expii�tion date or if there has been a revisiou or change ' in the materials,use,1nd/or maiiufacture of tl�e product or process.Misuse af this NOA as an endorsement of any product, for sates, advei�tising or any other purposes shaIl airtomaticaliy tei-�ninate this NOA. Failnre to comply with any section of this NOA shali be cause for ter�nination atid removal of NOA. ' ADV�RTIS�M�NT: The NOA number preceded by the �vords �Miattti---Dade County, -�lorida, and follo�ved by the expu•ation date may be ciisplayed in advertising literature. If any portion of the NOA is ' displayed,then it shall be done in its entirety. INSPECTION: A copy of th�s entire NOA shall be provided to the usar by the cnanufacturer or its distributors and shall be available for iuspection at the job site at the request of flie Building O�cial. This NOA revises NOA No. 11-0915.06 and consists of tlus page 1 and evidence pages E-1 and E-2, as ' weli as approval document mentiotted above. Tiie sttbmitted docttmentatiou�vas revie�ved by Jaime D. Gascon,P.�. . NOA No.14-0430.18 �'IIAMt DADS COUNTY ' �•••� � �5�� Expiration Date: February 1S,2017 �• Approval Date: August 28,201d . � ti`� 4`� Page i , � ' _ - y-:_ IR501 - LMI IR501 Aluminum Storefront System � ' 8Z87.2 - ' Limits of Use � 'Certification Agency Certificate � ` , Approved for ase in HVHZ: Yes FL8787 R5 C CAC 140430.18 IR501 LMT.pdf ' Approved for use outside.HVH2:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/15/2017 Design Pressure: +65/=65 InsEallation Instructions Other: Per Miami-Dade NOA 14-0430.18, 1-5/16" Insulated R8787 R5 II 140430.18 IR501 LMI.ndf ' Lainin2fed with .090 PVB by Solutia or DuPont(Wet Glazed) Verified By: Miami-Dade BCCO - CER or :090 SG by.DuPont(Dr:y.6lazed) Greated by Independent Third Party: � - _ - • Evaluation Reports � � C�eated by Independerit Third Party: .. ._ . _ _ - - - _ - -- _-- - - 1 . . ` ~ �� r _- _ _ _ / :_ � -_._ - — - / , . _ : . ` , _ .- ` _:_—, -'s--_-__ _ -� � CITY OF ZEPHYRHILLS 5335-8TH STREET (sis)�so-oo20 19361 FIRE SPRINKLER SYSTEM PERMIT " PERMIT INFORMATION - LOCATION INFORMATION - Permit Number: 19361 Address: 6386 GALL BLVD Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq�are Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 Imnrov. Cost: 10,500.00 OWNER INFORMATION Date Issued: 3/26/2018 Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 200.00 Address: 2651 KIRKING CT Amount Paid: 200.00 � PORTAGE, WI. 53901-9511 Date Paid: 3/26/2018 Phone: (608)742-2893 �-' Work Desc: INSTALLATION FIRE SPRINKLER ( CULVERS) CONTRACTOR S APPLICATION FEES CARIBBEAN ELECTRIC FIRE SPR NKLER SYS 50.00 FIRE PLAN REVIEW FEES 100.00 FIRE INSPECTION FEES 50.00 � � ` Ins ections Re uired FIRE-PRESSURE TEST FIRE ACCEPTANCE Final - FIRE LINE PRESSURE TEST Chapter 633, Florida Statute�,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval.of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWiVER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEIVT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O�TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMEN ENT." .��.>.,-, �� CON RACTOR SIGNATURE PERMIT OFFICE � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 AYr ZEPHYRHILLS FIRE DEPAR�'MEtVT � 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE USER FEES increase 1/1/2018 • Occupancy No.: ^ Plan No�: Contractor•�,a�c� 3�3�''�►�.r �2� Business Name:_��t�c�-,2c Billing Address: �a3 a 3 �6•7 �"s""5; BusinessAddress: ' C� 3 g� C�� + +��✓7 UM,� rovr Cr�� ,rc� d� Business Phone No.: Biliing Phone No.:__�( Y''y- s`��- �;�3 Bwstness Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- ' Education,healthcare,De tention8�Correctional Public Assembly,Business, schools, � Storage,Mercantile and Churches !Site Plan N/C Industrial. no charge prinkler $50 :MulB-Family/Commerolal .03 sf up to 800 sq ft $ 24.00 � f(Minimum Charge$24.00 801-1,500 sq ft $ 34.52 Fire Pump $50 ❑;Plan Revisions DBL 1,501-2,500 sq ft $ 60.02 Hoods $50 2,501-3,500 sq ft $ 90.02 Fire Alarm $50 SPRINKLER SYSTEMS 3,501-5,000 sq ft $ 127.52 LP Gas $50 �0-25 H s--- 501-7,500 sq ft� $ 187.52 Natural Gas $50 ;26 plus Heads 7,501-10,000 sq ft $ 262.52 Fuel Tanks- Percank $50 S TEM 10,001-15,000 sq ft $ 375.02 Sparklers $100 �Per Riser $50 15,001-20,000 sq ft $ 525.02 Fire Works $500 FIRE PUMP 20,001-30,000 sq ft $ 750.02 Camp Fire(recreation, $25 ❑;Per Pump $100 30,001-00,000 sq ft $ 1,050.02 Controlled Bum(15da; $100 FIRE ALARM SYSTEM 40,001-60,000 sq ft $ 1,500.02 Hood/Duct $50 >0-25 Devices $50 60,001-80,000 sq ft $ 2,100.02 Place of Assembly $50 Mnual � 80,001-($2,100.02)per ;26 plus D ' - ea add 1,OOOsq ft $ 0.06 Fire Protection $25 �R SION S STEMS (Business closed until Flammable Application $50 a�nnuei � Wet $50 violations corrected) Waste Tire Stora e g $50 Annuai $50 P KtE YSTEMS Generator<KW $100 !CO2 $5 . 5 Generator>30 KW $100 ;Other $5 persystem Bio-Hazard Waste $100 Mnual KITCHEN EXHAUST ccep n"ce Test ' Hood/Ducts persystem Fumigation Tenting $50 � ❑ � $50 Hydrant Flo $75 Torch PoUApplied $50 OTHER Haz.Materials $50 Mnual LP Installauon pertank $50 FIRE ALARM SYSTEM 'Fuel Tank InstallaUon $50 �System Acceptance $50 (Per Tank) $50 Recall Acceptance $50 ❑;Natural Gas InstallaUon $50 OTHER ' (Per System) Fire WaWSmoke Wall $15 perwall ❑Spray Booth $50 LP Gas $25 per tank Naturdl Gas $25 per system Tent 10'x10'or greater $15 per tent Fire Pump $45 Fire Suppression $30 System Acceptance � Exhaust Hood/Duct $30 �I Re-inspecUon DBL i (other than annual) Inspection scheduled DBL and cancelled less than 24 hours Constructionlnsp. N/C Emergency Vehicle Acce $50 PLANS TOTAL � INSPECTION TOTAL /S'�� PERMIT TOTAL o0 GRAND TOTAL � i p Comments: t Date:� -a- � i fJ I nspector: � nm � _. ,._ ..<.�... .,,. ..,..:r-;i:...._.. ,.., .._ _'^r.�° .� _.�........:..... � ....,. .,.�^�s,��;,�,r.�,;.>��-_... . ,:,�_�_ , ,, ti,. -.��, _,. ,a. ...,. / . .. _ _ , ....�..Y....�.�r..�.�,^-.*-.—.:�--.—��-��-.sue_-r.z- . . .t3 FALSE ALARM FEE , 1st Alarm WC , 2nd Alarm WC 3rd Alarm M!C . 4th Alarm $100 5th Alartn $150 6th Alarm $200 � NON COMPLIANCE $150 Cont.Annual Inspection Fees 3-11.Units price per unit $ 5.36 12-25 Un(ts price per unit $ 4.82 26-50 Units price per unit $ 4.29 � 51-100 Units price per unit $ 3.75 100 or more Unfts price per unit $ 2.68 Ftre Safety re•Inspection types First Re-inspecUoi WC . Second re-inspecl $75 Third re-inspectior $ 125.00 InspecUon scheduled but cancelled 24 hrs $ 50.00 .� TOTAL � mn 813-780-0020 City of Zephyrhills Fire. ax� 0-0021 Permit Application - Date Received � Phone Contact for Pe it �3 2 � 2.� i e.�--<-.-�_.�...--_��*,��_,.._,�.r.�.=..r.,.,._,_.:,�:.��...�_..._.�_��_�_�.�,,...,,_._ = �_._� .�_�..._�F, .� -_:r �r.� -� Owners Name �S Owners Phone Number Owners Address Fee Simple Titleholder Name , Titleholder Phone Number � � � Fee Simple Titleholder Address � ,-�-•i- . n._,a�,.FB;.m-�._.-.�-;•.,... - "„*..,_��.,,v..�••...�-...��-n^ -_ - _-�. ��., ,L>----�x .._._._-r.�....�..--<•..�--� .,_-..-�-�-„-,-_-, E,:.t:�:��..�� •;.,..y - - - Job Address �,� � Lot# `� Sub Division Paroel# . ; R-{ .._.-._�,�°.��'_—��::_��_��:=,.�,a_,.,�Q.,..�,,.,�p a_,--��"„-°'_ ,.��.:i.:.0 -- ,,. --'<�,-`�`_'='-a=.:�..��.:^"�,-,- � �.�•.,'� _'�y"'��:"._.'.�`_'_"�'_'i_� ._:-'.r:. _ _ _ "_ � Bio-HazardWasteStorage-ANNUAL � FumigationTent � Comm Exhaust Kitchen HoodlDuct � Hazardous Material(Tier II or RQ Facility)ANNUAL � Controlled Bum � Hood Installation � Emergency Generator<30 kw � LPlNatural Gas-Installation � Emergency Generator>30 kw � LP/Natural Gas-ANNUAL Sale � Fire Protection Maintenance-ANNUAL � Places of Assembly-ANNUAL J I �y emi �n er q �v� Sprinkier ° � ❑ ❑ ❑ B � Recreational Bum I Fire Alarm � ❑ ❑ ❑ � � Hood Cleaning � ❑ ❑ ❑ � Sprinkler System Installations Hood Suppression � ❑ ❑ ❑ � an pipes pnn er ys) � Fire Alarm Installation � Torch of'ing ar Kettle � Fire Pumps - Waste Tire Storage � Flammable Application-ANNUAL Q Q GC� �luation of Project � Fuel Tanks � Q Other: F=e:'�i`�:.�+;..�..-:.'"'"""�..a-:.:-r,'-�.:,._.�-^�.,•^-,-.^-_':..^ ^:,..c...-^-.,-_x--"-0:.,Q-,°-�2�.—_ ,��,�_.._�•_.-'�-...,�r.�,��-�...-°g.T..�.�^-m^,:,�"�::-s,�^rC�-':-�-;^ _.=.. _.�'?,^ - - - Contractor Company Ti ' L Signature Register d Y/N Fee Current Y/N Address : License# ELECTRICIAN: Company Signature Registered Y/N Fee Current Y/N Address :� License# PLUMBER Company Signature Registered Y/N Fee Current Y/N Address ' License# MECHANICAL, Company Signature Registered Y/N Fee Current Y/N � Address License# OTHER Company Signature Registered Y/N Fee Current Y/N Address License# F---:-:..,��- �.�..:�..�,�_ - •�.�:.��.�.. --�r� _-_ -_ .., -- _ - - --�-�,�--�-.� _.�._ - - - -�--�� - - ,-�::.�. - -�. Directions: Fill out application completely. Owner 8�Contractor sign back of application,notarized(Or,copy of signed contract with owner) If over$2500,a Notice of Commencement is required(Mechanical work over$5000) Supply two(2)sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(httpJ/appraiser.pascogov.com) , i� Nt�TICE QF DEED REST#2tCTIONS: The undersigned understands that this permit may 6e subject to"deed"restrictionsn which may be more restrictive than County regula#ions. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED Ct�NTRACTORS AND CANTRACTOR RESPONSiBIL1TIES: If the owner has hired a contractor or aontractors ta undertake work, they may be required to �e licensed in accardance with state and locai regulations. !f the con#ractor is not licensed as required by law, ba#h #he owner ar�d contractar rnay be cited far a misdemeanor vialation unde� state law. If the awner or intended contractor are uncertain as to what licensing requirements may apply for the intencled wark, they are advised to contact the Pasco Counfy Building Inspection Divisiart—Licensing Section at 727-847- 8009; Furthermore, if the owner has hired a cQntrac#or or contractors, he is advised to have the contractar(s) sign portions of�he "cantractor Block" of this application for which they will be responsible.. !f you, as,the owner sign as the contractar, that may be an indication that he is not properiy licensed and is not enfitied to permitting priviteges in Pasco County. . CONSTRUGTtON LIEN LAW{Chapter 713, Flarida Statutes,as amended}: �If valuation of wark is$2,500.00 or more; I certi� that I, the applicant, have been pravided with a copy of the "Florida Con�truction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone ather!than the"owne�', I certify that 1 have obtained a copy of#he abave described document and promise in goad faith to deliver it to the"owne�'prior to commencement. -� CONTRACTOR'S10WNER'S AFFtDAVIT: i certify that all the information in fhis appiicafion is accurate and that all work will be done in campliance with all applicable laws regulating canstruction, zoning and land - devetapmeni. Applicatfon is hereby made ta obtain a permit ta do work and installation as indicated. 1 certify that no work or installation has commenced prior to issuance of a permit and that all work will be perfarmed to meet standards of al! laws regulating constructian, County and Gity codes, zaning regulatians, and lanc! devetopment regulafions in the jurisdiction. I a(so certify that 1 understand that the regulations af ofher gavernment agencies may apply to the-intended work, and that it is my responsibility to identify what action� I � must#ake to be in comptiance. If I am the AGENT FOR THE OWNER, I pramise in good faith to inform the owner of the permitting conditions set forth in this affidavit priar to.commencing construc#ion. I understand that a separate permit may be required for elecfricat work, plumtiing, signs, wells, paols, air conditioning, gas, or other installations not specifically inc(uded in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set asade any pravisians af the technica(codes, nar shall issuance of a permit prevent the 8uilding Ufficial from.thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid ; unless the work authorized by such permit is commenced withir� six months of permit issuance, or if work autharized by the permit is suspended or abandoned for a period of six(6)manths after the time the wark is commenced. An extensian may be requested, in writing, from the Builtlir�g Official for a period not ta excesd ninety(9Q} days and will demonstrate justifiat►le cause for the extensian. if work ceases for ninety(90)consecutive days,the job is cansidered abandoned. � WARNING TO OWNER: YOUR FA[�URE TO RECORD A NOTICE OF COMMENCENIENT NIAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN7S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WlTH YOUR LENDER QR AN ATfORNEY BE�ORE RECORDING YOUR NBTICE QF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) i OWNER t}R A�ENT CONTRACTOR . Subscribed and swom to(or affirrned)before me this 8ubscribed and swom ta(or affiirmed)before me this �y - by Wha islare personalty known to me or haslF�ave produced Who islare personally knawn to me or haslhave praduced - as identification. as iden6fication. Notary Public Notary Public Commission iVo. Commission No. Name of Notary typed,pr3nted or stamped Name of Notary typed,printed ar stamped 4 �s��F.��. "�°��.��'� � t,R,��. � � r4 4 �,,,,�. A 4,t €�,.._,� � �" Y � �,41B$�.�, Caribbean Fire & Security,i�nc. U c '� 12323 Sw.55th Avenue,Suite 1005 - � " "'"�' o Phone:954-581-9393 Fax:951-581-2896. �� _ �'` www.CaribbeanFireFL.wm • _ _ �� i ��o �w • � nssoct' - •' RECORD OF COMPLETION . Name of protected property: Culvers Restaurant Address: 6386 Gall Boulevard,Zephyrhills,Florida 33542 �tepresentarive of protected property(name/phone): Troy/(6o8)341-7419 Authority having jurisdicrion: Zephyrhilis Fire Department ' Address/telephone number: N/A Organization name/phone Representative nameJphone: Caribbean Fire&Security,Inc./(954)581-9393lFred Opile/(954)501-4477 Installer: Caribbean Fire&Security,Inc. Supplier• Caribbean Fire&Security,Inc. Service organization Caribbean Fire&Security,Inc. Location ofrecord(as-built)drawings: Log Boak � Location of operation and maintenance manuals: Same Location of test reports: Same A contract for test and inspection in accordance with NFPA standard(s): Contract No(s): wA Effective Date:4/17/2018 Expiration Date:4l17/2018 System Software wA (a)Operating system(executive)software revision level(s): o (b)Sit�specific software revision date: 4/17/2018 (c)Revision completed by: Fred Opila 1.Type(s)of System or Service ❑ NFPA 72,Chapter 6—Local If alarm is transmitted to location(s)offpremises,list where received: , ❑' NFPA 72,Chapter 8—Remote Station Telephone numbers of the organization receiving alarm: 800-318-9486 A]�: Same Superviso Same Trouble: Same If alarms aze retransmitted to public fire service communications centers or others,indicate locarion 8c telephone nu[nbers of the organi7ation receiving alar[n: N/A Indicate how alarm is retransmitted: Public Telephone Line ❑ NFPA 72,Chapter 8—Proprietary Telephone numbers of the organization receiving alann: � Alann: ' Supervisory: Trouble: If alarms aze retransmitted to public fire service communications centers or others,indicate location&telephone numbers of the organization receiving alazm: Indicate how alarm is retransmitted: ❑ NFPA 72,Chapter 8—Central Station Prime contractor• Central station location: Means of transmission of signals&om the protected premises to the central station: ❑ McCulloh ❑ Multiplex ❑ One-way radio ❑Digital alarm communicator ❑ Two-way radio � Other;Cellular Communicator Means of trensmission of alarms to the public fire service communications center: (a) Pubiic Teiephone Network (b� Public Telephone Network System location: NFPA 72,Chapter 9—Auxitlary Indicate type of connecrion: � Local energy ❑Shunt ❑ Parallel telephone Location of telephone number for receipt of signals: 2.Record of System Installation (Fill out after installation is complete and wiring is checked for opens,shorts,ground faults,and improper branching, but prior to conducting operarional acceptance tests.) This system has been installed in accordance with the NFPA standards as shown below,was inspected by Fred Op1a on, 4/17/2018 , inGudes the devices shown in 5 and 6,and has been in service since 4/17/2018 � NFPA 72,Chapters �1 � � ❑� � 6� 7 0 8 � 9 � 10 0 11 ❑ I ❑� NFPA 70,National Eledrical Code,Artide 760 0 Manufacturers instructions � Other(specify): Sigued: C� / Date: 4/17/2017 Organization: Caribbean Fire 8 Security,Inc. 3.Record of System Operation . ., Documentation in accordance with Inspection Testing Form,Figure 10.6.2.3,is attached- _ All operational features and functions of this system were tested by date Fred Opiia/04/17/18 ' and found to be operating properly in.accordance with the requirements of: � NFPA 72,Chapters 1 ❑� 2 ❑� 3� 40 5� 6�7 ❑� 8❑� 9 10�11 ❑ ❑� NFPA 70,National Eleclrical Code,Article 760 � � Manufacturer's instructions ❑ Other(specify): I Signed: Z21a Date: 4/17/2018 Organi7adon: Caribbean Fire&Security, 4.Signaling Line Circuits � Quanrity and class of signaling line circuits connectecl to system(see NFPA 72,Table 6.6.1): Quantiry• 1 Style: 4 Class: B 5.Alarm-IniNating Devices and Circuits Quantity and class of initiating device circuits(see NFPA 72,Table 6.5): Quantity: N/A Style: Class: MANUAL (a)Manual stations Noncoded 3 (b)CombinaHon manual fire alarm and guard's tour coded sharions AUTOMATIC Coverage: �Nonrequired (a)Smoke detectors Ion Photo Addressable 1 (b)Duct detectors Ion Photo Addressable 2 (c)Heat detectors FT RR FT/RR RC Addressable 1 � (d)Sprinkler waterflow indicators:Transmitters Noncoded Coded Addressable (e)The alarm verification feature' sa or enabled,changed from seconds to seconds. (�Other(list): 6.Supervisory Signal-Initiating Devices and Circuits(use blanks to indicate quantity of devices) GUARD'S TOUR ❑ (a)Coded stations ❑ (b)Noncoded starions ❑ (c)Compulsory guard's tour system comprised of transmitter stations and intermediate starions ❑ Note:Combinarion devices are recorded under 5(b),Manual,and 6(a),Guard's Tour. SPRINKLER SYSTEM Check if provided � (a)Valve supervisory switches ❑ (b)Building temperature points ❑ (c)Site water temperature points ❑ (d)Site water supply level points Electric fire pump: � (e)Fire pump power ❑ (�Fire pump running ❑ (g)Phase reversal Engine-driven fue pump: ❑ (h)Selector in auto position ❑ (i)Engine or control panel trouble ❑ (j)Fire pump running ENGINE-DRIVEN GENERATOR: ❑ (a)Selector in auto position ❑ (b)Control panel trouble ❑ (c)Transfer switches ❑ (d)Engine running ❑ Other supervisory function(s)(specify): FUNDAMENTALS OF FIRE ALARM SYSTEMS 72-33 7.Annunciator(s) Number: 1 Type: LCD Location: Front Entrance 8.Alarm NotiScation Appliances and Circnits NFPA 72,Chapter 6—Emergency Voice/Alarm Service - _ . Quantity of voice/alazm channeLs: wA Single: :�Multiple: Quantity of speakers installed: Quantity of s�eakerzones: Quantity of telephones or telephone jacks included in system: - Quantity and the class of notification appliance circuits connected to system(see NFPA 72;fiable 6.'n: Quantity: � Style: Y - -6 ` Types and quantities of norification appliances installed: ' , (a)Bells Wdh vsible - {b)Speakers WAh Vsible (c)Homs s Wdh vsible 6 (d)Chimes With vsible (e)Other: Wdh vsible '(�Visible appliances without audible: 1� 9.System Power Supplies (a)Fire Alarm Control Pauel:Nominal voltage 12�� Curtent rating: 20 Amps Ove7Cwrent proteCtiou:Type: B�aker Current rating:20 Amps Location: (b)Secondary(standby): Storage battery: 12� Am�haur rating: 12AH Calculated capacity to drive system;in hours: 24 Engine-driven generator dedicated to fue alarm system: WA Location of fuel storage: wA (c)Emergency system used as backup to primary power supply- Batteries Emergency system described in NFPA 70,Article 700: PUA 10.Comments Frequency of routine tests and inspections,if other than in accordance with the referenced NFPA standazd(s): System deviations from the referenced NFPA standard(s)are: Installer 4/17/201 S ��for installa' conhactor/ plier TiUe Date . Installer 4/17/2018 (signed)for installation contractor/supplie i le)(date) Tdle Date Installer 4/17/2018 (signe or mstallation contractor/supplier(tiUe)(date) TiUe Date Upon completion fo the system(s)satisfactory test(s)witnessed(if required by the authority having jurisdiction): 4/17/201 e (signed)representative of the authority having jurisdiction T�le Date _�J o ��l! - I �fb,��OiYtDp . '�`4��`..�t��✓ ,�,.. ��m.`_ '- `t �,�5�p�` ' , I City of ZephyrhijTs II BUILDING PLAN REVIE�V GOMMENTS In Contractor/Homeowner: �� j,�J''�Q� ',;P� li Date Received: 2- ��-` � Site: �o c� � � ��, �/ I/� Permit Type: ��,��'�`(1,��Pr-- I � I Approved w/no comments:Ly Approved w/the below comments: ❑ Denied w/the below comments: ❑ I li '� This comment sheet shall be kept with the permit and/or plans. �i�� -� r- iJ� � Gene Brown—Fire Safety Officer Date Contractor and/or Homeowner � (Required when comments are present) � ��.t�a,._,• ��.�^..:; ,�a..,`^,�_. /^ .. � r , :. � 8��9�� . � ��, ,�a.: t�.:� . Hydraulic O�verview �� Job Number:REMQTEAREA Re ort Descri tion:Li ht Hazard � Job �.�:r.• e�. a�; ��. .� .im r� oe�v+ � REMQTE AREA OMAR FON$ECA amr�; � - - �x m CUIUER'S ZEFHYRNII.IS 954-581;�9393 954-589-2896 .mmss, s�emCst�op7�lrn�en.roor 6388 GALL BRVD. tcmessx uu ZEPHYRHILLS,FL 33542 MOIess3 Jab�9 I � -«�se�nc., .Yr��+s�,�,��5�'s�e",�Y '^^F`...y- '�r,�.=rxx�,e y.�`.,�w'. ar+.e«� r . '�I�� ,a.:�..-a"i�*, � �.�'° .' Sy,st?!n��S '°h�d"a - ��',?��.:=±�i, :��.,.q��a' ��:1.��`,�� '�§.�.+�::�`,��'.,-�^',��S�t�� _� �� `; oe�y a6emt�{yimcm 0.100gpmtft' 154d.00ft�(Actuat 609.59ft2} um�o�wroso�+mroma w�es.aens 5.6 K-Factor 14.82 at ?.OQ4 250.QQ c«er�rersv� «u,m«�scmaeerm 100.00ftz 16 ' sy�an�ueo�wa sy.pemrc.ommve 45.1�8 268.74 T�oemem �zue a�. 518.70�45.176 +4.617(9.3%) .y:. .:��A .,+.a�. - _ - -mr.R`��-7r.tr��'�-.nac.,wr. y., _ Suppties, "�'�. ,�;�.�.. .�w"��;�,��,,. _ 6heck.Pomt,�Gauges�r �, Node me Flow(aoml Hose Flowfanml S i si Residual(psil de i r Pressure(osil K-Factor(KI Flo 39 Water Suppty 818.04 256.00 55.tI04 d4.ODQ BOR 4.DOD Q 0.00 S3iOP�DRAVitINGS�>:1�";=" - A`- �"2'`''"�"'''', t=•r,:? =q ,a' - .E`-.�`' ,� Water Suppt�at No`sie 3'i(9'19.Oti:250.t}t),"�55:004;`40�Q00)"�'R=��'��'��g.�,�� : ,u.�^ _�-,.. 700 90 " 80 . {�BQ� 70 • � \ �� .l! � F .a 60 Sta#ic Pressure 55.000 � �5 ,� � � � �' � � � a 50 268J0 @ 45.176 "' � `, .� � � 19.Q0�40A00 � �f�Ti'�,OF �- �,', .�7 !18 I wrt i hose streams ''JL7��;,�..�___ _ 30 ystem demand curve l. -.� a Re �iP ��; 20 �. - �` + Date`: 201$.02.15 10 � 21:16.3$ -OS'00' � �Zb$d0soo soo �aoo �2oa �aoo �soo �sao z000 REGINA BOBO—JACKSON, P.E. Water flow,gpm FLORIDA REGISTRATION NQ. — 3855d �r�,t�i1I.E.P.GAD,Ina �AutoSPRINK�12 v12.0.61.0 2/1512018 4:22:29PM Page 1 �� . „ .�.ir„ �� Hydraulic Summary � . Job Number.REMQTEAREA Re rt Descri tion:Li ht Hazard `� Job REMOTE AREA OMAR FdNSECA �meam,.: smma�ra.ner��rou GULVER ZEPHYRHILIS nas.�+i Nu 6386 GALL BLW. xi�s .�oes� ' ZEPHYRHILLS,FL 33542 - �aaassa omwwra�. SHOP DRAWINGS System Remote Area(s) �.mtox�rrm�nsa:�+aroet. omc�r mos�. 5.6 K-Factor 14.82 at T.000 Light Hazard Nm¢Abwu�pcNSarm �vNry MaofMP�� 250.q0 0.100gpMft2 1500.00ft'(Actual 609.59ft2) �wooes�w�s wmroera�sca�n+�a c�aoecbr�tm� Node Flaw m 16 100.ODft' �rms�r�aswe rm rw�N.a.��+u eaxa ae�na�n�m Tami Hme SLevm 250.00 syn.mewnamm�a Taraw�rw�r.a�m�pt+m.amammr 268.70 518.70 Mmamion Premwe UMtluio.m�mpe �.Q{�{} MmMenNNotlNAEowGInuW 19.60 between nodes 26 and 38 A�mmY�Yiktlerc,roum 6.13 behvean nodes 31 and 30 w��rawmr�n va��rarmo�rwae� 194.10gai Suppiies Nose Flow Static Residaai Ftow Available Total Qemand Required Safety Margin Node Name m si si � m si � m si si 31 Water Su I 250.00 55.000 40.000 919.00 49.793 518.70 45.176 4.617 .- Contractor � CamccqrNuMer CadKiNere Caq�GTale tis+neotCCNfWar tNn�m f�tdv'n� Zy AtlOress 1 FA7I M�sa 2 EarN f4tr�xs3 4hbSan A�C�}M.E.P.CAD,tna �AutoSPRINK�i2 v12.0.61.0 212012018 2:15.d1 PM Page 2 ;� ` _• '.- ��Hydraulic Graph �� JobNumber.RfMOTEAREA Re rt Descxi tion:Li ht Hazard Water Supply at Node 31 ,a� s� ao 70 � . tatic Pressure 55.00Q .� � � a2B8.70�45.176� 518.70 with hose streams � 19.00 @ 4Q.000 30 ystem demand curve 2f) 10 Q 42� 400 6� S00 1000 1200 �� 1600 �� 2000 � Water flaw,gpm �� ' Wa#er Supply at Node 31 �� 55.000 n�m�.ercrs�� 40.000(�819.00 fi AvoaatlaRoswremirtedTast as.�sa t�s�saa �� 45.176(�268.70 � sri�o�ro,n�o,b..�ea�,mma�u�� a�.�7s�sia.7a d�,t�M.E.P.GAD,tnc. �AutoSPRINK�712 v32.0.61.0 2124t2018 2:15:Q3PM Page 3 .. �� Hydraulic Graph � Jab Number.REMdTEAREA Re rt Descri tion:Li ht Hazard 4 BOR 100 „ , 90 80 �o � tatic Pressure 55.000 .� n �i r,� � a� a` � t 9.��40.00d � 2Q 10 �skem demand curve .00 0.000 0 �200 � 600 $� 1000 120D �� 1600 1800 20d0 Water flaw,gpm �� '� $QR �am�nm N/A ae�amcarcssua rvra Armoela Rass�ra�t nrte dTasl ' ' N!A i ar�o�s+a o.000�o.00 ��.��„ " 0.000 c{;�hUA [Ny,fl NI.E.P.GAd,tnc. �AntoSFRiNK�12 v12.0.69.d 2t2012Q18 2:15:Q3PM Fage 4 d I 8�� Summary Of Outflowing Devices Job Number:REMOTEAREA Report Description:Light Hazard ` Actual Flow Minimum Flow K-Factor Pressure Devlee m m si 4> S rinkler 201 14.82 10.00 _ 6.8 7.000 S rinkler 202 15.20 10.00 5.6 7.365 S rinkler 203 15.29 10.00 5.6 7.456 S rinkler 204 15.61 10.00 5.6 7.771 S rinkler 205 16.00 10.00 5.6 8.160 S rinkler 206 16.02 10.00 5.6 8.182 S rinkler 207 16.21 10.00 5.6 8.379 S rinkler 208 16.29 10.00 5.6 8.462 S rinkler 209 16.95 10.00 5.6 9.163 S rinkler 210 16.97 10.00 5.6 9.185 S rinkier 211 17.13 10.00 5.6 9.357 S rinkler 212 17.18 10.00 5.6 9.416 S rinkler 213 18.21 10.00 5.6 10.571 S rinkler 214 18.39 10.00 5.6 10.782 ' S rinkler 215 18.55 10.00 5.6 10.977 , S rinkler 216 19.88 10.00 5.6 12.602 ' � Most Demanding Sprinkler Data �` � [A�,O M.E.P.CAD,Inc. �9 AutoSPRINK�12 v12.0.61.0 2I20/2018 2:15:O6PM Page 5 w - �� Node Analysis Job Number:REMOTEAREA � Report Description:Light Hazard Node Elevatlon Foot Fittin s Pressure si Dischar e m 31 -3'-0 S 45.176 268.70 201 12'-10'/z S r-7.000 7.000 14.82 202 12'-10'/a S -7.365 7.365 15.20 203 12'-10'/s S r-7.456 7.456 15.29 204 12'-10'/: S r-7.771 - 7.771 15.61 205 9'-1'/. S r-8.160 • 8.160 16.00 206 9'-1'/. S r-8.182 8.182 16.02 207 9'-9'/. S r-8.379 8.379 16.21 208 9'-9'/. S -8.462 8.462 16.29 209 12'-10%s S r-9.163 9.163 16.95 210 12'-10'/� S r-9.185 9.185 16.97 211 9'-1'/. S r-9.357 9.357 17.13 212 S'-5'/. S -9.416 9.416 17.18 213 8'-5'/a S �-10.571 10.571 18.21 214 8'-5'/. S r-10.782 10.782 18.39 215 0'-0'/. S r-10.977 10.977 18.55 216 8'-5'/. S -12.602 12.602 19.88 20 12'�'/. PO 5'-0 7.617 21 12'�t'/. PO 5'-0 7.745 22 12'-4'/. PO 5'-0 8.098 23 12'11%. PO 5'-0 8.353 24 12'-0'/. PO 5'-0 9.063 25 12'-0'/, PO 5'-0 9.919 26 12'�'/. PO 5'-0 10.6D2 27 12'-4'h PO 9'-10'/, 35.395 28 12'-4'/a PO 9'-1� 35.451 29 5'-0 40.111 30 -3'-0 E 13'-2 43.919 32 12'-4'/. PO 5'-0 8.001 93 12'�'/a PO 5'-0 8.195 34 12'�'/. PO 5'-0 8.429 35 12'�'/a PO 5'-0 8.877 36 12'�'/. PO 5'-0 9.895 37 12'-0'/a PO 5'-0 10.400 38 12'at'/. PO 5'-0 12.426 39 12'-ti'/, E 2'-0 7.603 40 12'13'/. E 2'-0 7.987 7 c �M�M.E.P.CAD,Inc. ��AutoSPRINK�12 v12.0.61.0 2/20/2018 2:15:08PM Page 6 � 46�� Hydrautic Analysis �� Job Rlumber.REMQTEAREA �� Report Descriptlon:Light Hazard " Pi e e Diameter Flow Velo HWC Friction E.oss Length Fressure Downstream Elevation Discharge K-Faetor Pt Pn Fittings Eq.Length Summary U sVeam Total Len th w•••••Route 1,•••• SP 1.0490 74.82 5.50 120 D.d74703 4'-5'/4 Pf 0.409 201 12'-10'/a 14.82 5.6 7.000 Sprinkler, 5'-0 Pe 0.208 24 12'-A�. 7.6't7 PO 5'-Q 5'-S%+Pv BL 1.6820 30.81 4.45 120 4.d29043 4'-4� Pf 0.128 20 12'-4'/. 16.00 7.617 Flow(q)from Raute 5 Pe 21 12'-4'l. 7.745 4'�'/.Pv BL 1.$$20 4$.83 6.7& 120 d.083004 5'-7'/a Pf d.353 21 12'-�3'/a 16.02 7.745 Flow(q)ftom Route 6 Pe 22 12'-4'/� 8.Q98 5'-7%4 Pv Bl 1.6820 $2.12 8.97 120 0.1d6264 2'-4� Pf d.265 22 12'-4'/, 15.29 8.098 Flow(q)from Route 3 Pe 23 12'=4'/, 8.353 2'-4'/. Pv Bl 1 820 $0.68 'lt.65 'f20 d.'l72329 4'-1'/x Pf 0.711 23 12'-4'/. 18.55 8.353 Flow(q)from Route 15 Pe 24 12'-+3'/. 9.063 4'-1'fi Pv BE 1.6820 9 .81 14.'12 128 d.246470 3'-5'/. Pf 0.$68 24 12'-4'/, 17.13 9.063 Flow(q)from Rouke 11 Pe 25 12'-4'/ 9.919 3'-5�/a Pv ! 9. 24 14.78 .57 120 0.330842 2'-0'/s Pt 8.6$2 25 12'-4'/+ 16.97 9.919 Flow(q)from Route 10 Pe 26 12'-4'/. 10.602 2'-0'/,Pv BL '1.8820 192.98 19.2d 120 0.434429 4T-2 Pi 24.793 26 12'-A'/. 18.21 10.602 Flow(q)from Route 13 9'-10'/, Pe 27 12'-4� • 35.395 PO 9'-10% 5T-0%a Pv CM 4.260D 132.99 2.99 920 0.404704 12'-0 Pf 4.056 27 12'-4'/, 35.395 Pe 28 12'-4'/a 35,481 12'-0 Pv C[vi 4.2600 268.70 8.45 420 0.4472$1 41'-1i'/, Pf 1.454 28 12'-4'/. 135.71 35.451 Flow(q)from Route 2 42'-1"/x Pe 3.206 29 5'-0 40.111 T 26'-4,2LtE -10'/, 84'-1'/s Pv FR 4.2600 268.7Q 6.45 920 Q,0272$1 �'.$ pf p.3qp 29 5'-0 40.111 13'-2 Pe 3.468 30 -3'-0 43.919 BFP,E 18'-2 19'-8 Pv UG 4.23Q0 268.70 B.13 95Q O.Oi183? 88'-11'/a Pf 1.257 3d -3'-0 43.919 19'-2'/x Pe 31 -3'-0 45.176 E 19'-2'h,S 106'-2 Pv 250,00 Hose AIlpwance At Saurce 31 518.70 r.t•••«•Roufe 2••••• SP 1.Q490 15,20 5.64 120 0.078295 0'-5'/. Pf 0.429 202 12'-10'/ 15.20 S.6 7.365 Sprinkler, 5'-0 Pe 0.208 32 '12'-4'l. 8.Od1 Pd 5'-d 5'-5'l,Pv BL 1,6820 31.49 4.55 120 0.030230 6'-4'/, Pf 0.193 32 12'-4'/, 16.29 8.001 Flow(q)from Route 8 pe 33 12'-4'l. 8.'195 6'-4'/.Pv BL 1.6820 4i.70 6.89 120 0.065178 3'-7'/. Pf 0.235 33 12'-4'/, 16.21 8.195 Flow(q)from RouCe 7 pe 34 12'-4't. $.429 3'-7'/.Pv L 8$20 3.31 9.14 1 p 0.110049 4'-0'/. Pf 0.447 34 12'-4'/, 15.61 8.429 Flow(q)from Route 4 Pe 35 12'-A'fa 8.877 4'-0'/,Fv BL 1. 820 80 49 62 120 0.1716Q5 5'-11'/+ Pf 1.019 - 35 12'-4'/. 17.18 8.877 Flow(q)ftom Route 12 Pe �6 12'-4'l. 9.895 5'-11'/.Pv L 1.6820 97.A4 14.07 120 0.244386 2'-D'/. Pf 0.504 36 12'-4'/. 16.95 9.898 Flow(q)from Route 9 Pe 37 12'-Q'I. 3Q.4Q0 2'-0'/s Pv Bt 6820 15.83 16.73 120 d.3364$5 6'-0'/. Pf 2.027 37 12'-4'/. 18.39 10.400 Flow(q)from Route 14 Pe 38 12'-4'/i 12.426 &'-0%Pv 8L 1.6820 t3S.71 19.6d 12d 0.45i050 41'-1'/. Pf 23.025 38 12'-4'/, 19.68 12.426 Flow(q)from Route 16 9'-10'/. Pe " 28 12'-A'/s 35.451 PO 9'-10'/. 51'-0'/a Pv �,••••Raute 3••••• SP 1.0490 15.29 5.68 124 4.079195 0'-5'/ Pf 0.434 � 203 12'-10%m 15.29 5.6 7.456 Sprinkler, 5'-0 Pe 0.208 22 12'-4'la 8.098 PO 5'-0 5'-5'f.Pv e�i •••••Route4••••• SP 1.0490 15.61 5.80 120 0.082283 Q'-5% Pf 0.45'! 204 12'-10l: 15.61 5.6 7.7T1 Sprinkler, 5'-0 Pe 0.208 34 12'-�1'/ 8.428 PO 5'-0 5'-5'/a Pv (�,@ M.E.P.GAD,inc. ��AutoSPRiNK�i2 v'12.Q.6i.0 2120l2018 2:15:i0PM Page l S �� Hydraulic Analysis �� Job Numtser.REMOTEAREA Report Desctiptlon:Light Hazard � � Pi e D}ame#er Fiaw Veioc{ HWG Friction l.oss Leagth Pressure Downstream Elevallon Otscharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th �r•••••Route6••••• DR 1.0490 16.08 5.94 12d O.OSfi087 6'-1'/. PF 0,870 205 9'-1'/, 16.00 5.6 8.160 ,Sprinkler, 4'-0 Pe -1.427 39 12'-4'/4 7.$43 •�"'2E 2'-Q 10'-1'/a Pv BL 1.6820 9$.00 2.31 120 ' - D.008637 S'-7'/. Pt 0.014 39 12'-4'/. 7.603 . Pe 20 12'-4'la 7.$17 1'-7'1.Pv �•••••Route 8••••• , DR 1.q490 16.02 5.95 120 i 0.086298 4'-5'/+ Pf 4.990 206 9'-i 1s 18.02 5.6 8.182 , Sprinkler, 7'-0 Pe -1 A27 21 12'-4'f. 7.�45 E 2'-0 PO 5'-0 11'-5'/,Pv w•••••Route 7••••• ; DR Q490 621 6A2 12Q ' Q.Q88224 3'-9'/. P! 0.953 2d7 9'-9'la 16.21 5.6 8.379 fiprinkler. 7'-0 Pe -1.138 33 12'-4'/. 8.195 E 2'-0 PO 5'-0 10'-9'/Pv �,••••Route B• DR 0490 .29 OS 120 0.689033 3'-5'/. Pt d.6fi3 208 9'-9'/. 16.29 5.6 8.462 Sprinkler, 4'-0 Pe -1.138 40 12'-4'/. 7.987 2E 2'-0 7'-5'/,Pv Bl 1.6820 16.29 2.35 Q � 0.008932 1'-�'/4 Pt 0.014 40 12'-4'/. 7.967 ! Pe 32 �Z��3I4 8.�0� � ��'7��A Pif �•••••Route 9:•••• � SP 1.049D 16.95 6.29 120 � 0.095828 0'-5'/. Pf 0.525 209 12'-1Q'� 16.95 5.@ 9.163 Sprinkler, 5'-l1 Pe 0.208 36 12'-A'l. 9,895 PO 5'-0 5'-5'/.Pv w•••••Routel0••••• ' SP 1.0490 16.97 6.30 120 ' 0.096046 0'-5'/. Pt 0.526 21Q 12'�14ls 96.97 5.8 9.185 Sprink(er, 5'-0 pe Q.208 25 12'-4'/. 9.919 PO 5'-0 5'-5'/+Pv �•••••Route11••••• DR 1.Q490 1?.'13 6.36 120 + 0.497709 4'-7'f+ Pf 1.133 211 9'-1'/. 1�.13 5.6 9.357 , Sprinkler, 7'-Q Pe -1.427 24 12'-4'/. 9.063 E 2'-0.PO 5'-0 11'-7'/Pv �•••••Rotrte 12••••• � DR 1.OA90 17.18 6.38 120 0.098280 4'-11� Pf 1.176 212 8'-5'/. 17.18 5.6 9.418 ; Sprinkler. 7'-0 Pe -1.716 SS 12'-4'l: 8.8?7 E 2'-0,AO 5'-0 12'-11'l,Pv ,r,a• •..Route 13• •« � DR 1.0490 18.21� 6.76 120 0.109378 8'-11'/. P! 1.747 213 8'-5'l, 1$.21 &.6 1d.57� Sprinklsr, 7'-0 Pe -1.1i6 26 12'-4'/, 10.602 � E 2'-0 PO 5'-0 15'-11% Pv �•••••Route14••••• ' DR 1.0490 18.39 6.63 120 � 0.111399 4'-it'/a Pf 1.333 214 8'-5'/. 18.39 5,6 10.782 j Sprinkler, T-0 Pe -1.716 37 12'-4'/. 10.400 i E 2'-0,PO 5'-0 11'-11'/.Pv fa•••••Routet6••••• ; DR .0490 18.55 6.89 120 i 0.113262 1T-2"/, Pf 2.740 215 p'-0'/, 18.55 5.6 10.977 � Sprinkler, 7"-0 Pe -5.365 23 i2'-4'l. 8.353 E 2'-0,PO 5'-0 24'-2%.Pv v•••••Routel8••••• I DR .0490 19.88 7.38 120 0.128687 4'-11'/, Pt 1.540 216 8'-5'ls 19.86 5.6 12.602 ' Sprinkler, 7'-0 Pe -1.716 38 12'-4'/. 12.426 � E 2'-0,PO 5'-0 11'-11'/, Pv Equivalent Pipe Lengths of Valves and Fittings{C=120 oniy) C Valus Muitiptier ' r Actual Inside Diameter \4'87 Value Of C 100 130 140 150 1 Sehedute Ao Szeet Pipe tnside Diameter � =Factor MulYtpiying Factor 0.?13 �.15 1.33 i.51 . �,t�}M.E.P.CAD,Inc. �,�AutoSPRENK�12 V12.O.fi1.4 2t2di28i8 2:15:10PM Page$ 8�� Hydraulic Analysis Job Number.REMOTEAREA Report Description:Light Hazard PI e e Diameter Flow Veloc HWC Friction Loss Length Pressure DownsVeam Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot MgV Mgle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaN Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Tum 90° FR Feed Riser FricNon Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constent Cr Cross Run OR Outrigger p� Total pressure at e point in a pipe CV Check Valve RN Riser Nipple pn Normal ressure et a DeIV Delu SP Sprig P point in a pipe DPV D ge Valve ST Stand Pipe � Pressure loss due to fiction between points ry Pipe Valve Pe Pressure due to elevation difference between indicated points E 90"Elbow UG Underground p� Velocity pressure at a point in a pipe EE 45°Elbow Ee1 11'/,°Elbow Ee2 22%:°Elbow f Flow Device fd Flex Drop FDC Fre Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pumpin P2 Pump Out PIV Post Indipting Valve PO Pipe OuUet PRV Pressure Reducing Valve PrV Pressure Reiief Valve red ReducedAdapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap � [Wy O M.E.P.CAD,Inc. �y AutoSPRINK�12 v12.0.61.0 2/20/2018 2:15:10PM Page 9 � • � � • � �• � � . • �• � � � • � FM Approved and Fully Listed Sprinlder Pipe S C H E D U L E 10 S P E C 1 F I CAT I O N S Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, NOMINAL NOMINAL C-UL and FM Listed. NPS NOM OD NOM ID WALL WEIGHT UL PIECES ----^-�(."-__:----- -------� -- r-- - �`'��-� ` In. .t mm In. mm �� in. ;: mm , Ibs./k.f�kg/m�,.� CRR• ; Lift � Approvals and Specifications �=--� __-.--.---- -��ti- - _� l-_---;��f.___�c,_�__ � Both products meet or exceed 7�i. 1.660 a2.z ! 1,442 � 36.6 .109 z.n ; i.si � 2.69 � �.a I � the following standards: ��--- �� ;( - r--'--,,- - -' ; - rt,-- --,-.y- - - 1�h. 1.900 + 483 �� 7.682 ' 42.7 �' J09 '' 2.77 J{ 2.09 �� 3.11 � 5.8 4 61 • ASTM A135,Type E,Grede A(Schedule 10) ��---J�J`--- "I 'I - ;L ____�_:L__ _ i !I '1_-_`_;� F 2 2.375 60.3 I 2.157 � 54.8 .109 2.77 � 2.64 i 3.93 4.7 j 37 _ • ASTM A795,Type E,Grade A(Schedule 40) - ,t - - - ;G ,F . - „ -- - _ _ _ ,� 234�j 2.875 , 73.0 ' 2.635 I 66.9 ;k _720 i� 3.05 '� 3.53 �` 526 �� 3.5 i�_ 30 j • NFPA 13 �:.___--��- - ---�� ----_� --- ' ��-- - - 3 3.500 88.9 � 3.260 � 82.8 .120 3.05 i 4.34 ! 6.46 2.6 � 19 Manufacturing Protocols --- - -- -- - � --- - --- ' -- - � 4 �4.500 �� .114.3 ;� 4.260 ' 1082 '� _720 :� 3.05_f( 5.62 �� 8.37 �� 1.6 �j 19 Schedule 10 and Schedule 40 are subjected _��_�__ „�_ _ ,� � . }� ( to the toughest possible testing protocols to 5 5.563 iai.� '� s.zss �! 134.5 ]34 3.40 ; ��s ' n.ss i.s ia ensure the highest qualiry and long-lasting - ----,;----- ,• ---- ;j�• - ' ,-.--_- -- ,;____-i ,i ,_-_ ,'- performance. 6 1� 6.625 i 168.3 ,{ 6.357 i� 161.5 ,t 134 ,i 3.40 ,I 9.30 i� 13.85 � 1.0_ i� 10 , Finishes and Coatings 8 8.625 219.1 8249 � 209.5 .188 4.78 � 16.96 i 25.26 4 2.1 7 AII Wheatland black steel fire sprinkler pipe ��atedus/ng5tandard ULCRRIoimu/e,ULFlreProteeHonD/rcetory,CetegoryV/ZY. U(7 LO 6° receives a proprietary mill coating to ��+e CRRls e rat/o va/ue used to measure the ablpty ol e plpe to w/thstand rnrios/on. JTireaded SehedWe�O stee/p/pe/s used as the 6enehmarir(velue ol LO). ensure a clean,corrosion-resistant surface that outperforms and outlasts standard lacquer coatings.Thiscoatingallowsthepipetobe SCHEDULE 40 SPECIFICATIONS easily painted,without special preparation. Schedule 10 and Schedule 40 can be ordered in NOMiNa� NOMINAL black,Of Wlth hOt-dlp g01Van1z1(1g,t0�YtG2t NPS NOM OD NOM ID WALL WEIGNT UL PIECES FM/UL requirements for dry systems that meet ^�� in. E mm in. mm�( In. mm ��Ib�s/�(t p�kg�/m'�� CRR• ��utt ' the zinc coating specifications of ASTM A795 ----��----��- - -��--�L---'�- --=E---.-�1_._.�;E_______f._..� or A53.All Wheatland galvanized material is 7 i.ais 33.4 r 1.049 ,� 26.6 .133 3.38 � i.ea `, zso , i.00 ;- �o also UL Listed. - - -';�- - --- : - � - - --- ' 1�/�i 1.660 +i _42_2 �� 1.380 �; 35.1 '( .140 'j 3.56 � 2.27 �-3.39 �� 7.00 �� 57 -- '� - �- - -- -� '; '�- --- - 'I Product Marking 1l5 1.900 48.3 ', 1.610 40.9 .145 3.68 2.72 � 4.05 7.00 � 44 Each length of Wheatland fire sprinkler -�--�� --�� -----•i � r- -- r ----�; •i - ,i --- -- 2 2.375 � 60.3 ; 2.067 ,� 52.5 ' .154 I 3.91 ; 3.66 5.45 ` 1.00 i I 30 ' pipe is continuously stenciled to show __�( �____�,f__�_ _ ' ' --��--- --- �-- ---�--_--,; . -- -��- -- =� - - � , the manufacturer,type of pipe,grade,size 'Ce�cu/ated using Stenderd UL CRR formu/a,UL Flre Proteel/on D/rectory,Category V/ZY. a � and length.Barcoding is acceptable as a '11ie CRRls e reHo velue used to measure the abl//ty of a p/pe to wlthstend corroslon. supplementary identification method. �+^�dedsd,edu�e�oseeeip��,eisusedasreebencnmenthe�ueo�to�. �L C �L F M APPROYED � � � • � PROJECT: � CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK ❑ HOT-DIP GALVANIZED _ " ' _ _" ` ' " _ ' '""_ " _' ' " ' " ' _ '_ _ _ WFS-O51516 � 700 South Dock Street � info@wheatland.com ; = Sharon,PA 16146 i wheatland.com ��Wheatland Tube I P 80O.ZS7.81$2 � FOIIOW US Ofl TWIYL2f: ADlV/S/ONOFZEKELMAN/NDUSTR/ES F 724.346.7260 � @WheatlandTube " � QU/CK RESPONSE = AUTOMATIC SPRINKLERS �..� "" --- GL SERIES .... � - ��" UPRIGHT• PENDENT FIRE SPRINKLER CORPORATIOIV VERTICAL SIDEWALL HORIZONTAL S/DEWALL CONVENTIONAL (OLD STYLE) DESCR/PT/ON AND OPERAT/ON The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While the Quick �:�=�� e Response Sprinkler provides an aesthetically pleasing appearance, it � � ^ can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles,orifices, � temperature ratings and finishes to meet many varying design require- ments. Quick Response Sprinklers should be used advisedly and under _ the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating QUICK RESPONSE assembly is a hermetically sealed frangible glass ampule that contains UPRIGHT CONVENTIONAL a precisely measured amount of fluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. At the `�� _ QUICK RESPONSE � AUTOMATIC SPRINKLERS GL SERIES UPRIGHT• PENDENT• VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE� SPEC/FICATIONS NOMINAL"K" FACTOR THREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 112" NPT 2 1/4" (5.7 cm) Satin Chrome z Bright Chrome � 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) W�te Polyester 3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester3 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) Lead Coated 2 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". z FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED CORROSION APPROV�4LS RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN K 135°F 155°F 175°F 200°F 286°F cULus FM. LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA101�92-E GL2815 2.8 X X X X X X — — — X GL4215 4.2 X X X X X X — — — X UPRIGHT GL5615 5.6 X X X X X X X X X X GL8115 7.8' X X X X X X X — — X GL8118 8.1 X X X X X X X X X X GL2801 2.8 X X X X X X — — — X GL4201 42 X X X X X X -- — — X PENDENT GL5601 5.6 X X X X X X X X X X GL8101 7.8' X X X X X X X — — X GL8106 8.1 X X X "X X X X X X X VERTICAL GL5632 5.6 X X X X X X X — — — SmEWALLt GL8133 8.1 X X X X X X -- — — — GL2826 2.8 X X X X X X -- — — X HORQONTAL GL4226 4.2 X X X X X X — — — X SIDEWALL§ GL5626 5.6 X X X X X X X — — X GL8127 8.1 X X X X X X -- — -- — CONVENTIONAL GL5624 5.6 X X X X X — — X X — (OLD SME) GL8125 8.1 X X X X X — — X X — s HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6". t VERTICAL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY. �- PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. � ORDERING INFORMATION ��n"NPT. SPECIFY GLOBE�'PRODUCT WARRANTY I •Quantity • Model Number • Style Globe agrees to repair or replace any of its own •Orifice • Thread Sizes • Temperature manufactured products found to be defective in mate- •Finishes desired rial or workmanship for a period of one year from date •Quantity-Wrenches- P/N 325390 (1/2"); of shipment. - P/N 312366 (L.O.) For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). ' GL � $�j 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 -_-_-_- �..� 989-846-4583 FAX 989-846-9231 FIRESPRINKLERCORPORATION 1-800-248-0278 www.globesprinkler.com DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5615, REV.#6 f - - . "THE INCH" ,,�� QU/CK RESPONSE �'�� AUTOMATIC SPRINKLER �� Mo�E� GL5606 FIRE SPRINKLER CORPORATION ONE INCH ADJUSTABLE FLAT PLATE CONCEALED PFNDENT DESCRIPTION AND OPERAT/ON The Globe Quick Response GL5606 Adjustable Concealed Pendent Sprinkler has a low profile, aesthetically pleasing design. It provides sprinkler operations approximately six times faster than ordinary sprinklers and can be installed wherever standard concealed spray sprinklers are specified when allowed by the applicable standards. This sprinkler offers the additional feature of greatly in- creased safety to life and should be used advisedly and under the direction of approving authorities having jurisdiction. The sprinkler is available with a nominal 1" of adjustment and a low profile cover plate assembly. All that is seen at the ceiling is a 3 5/16" diameter ceiling plate or an optional 2 3/4" diameter ceiling plate color finished to match the specifier's exact requirements. The GL Series Concealed Sprinkler may be virtually invisible as it does not interrupt the"smooth flow"of the ceiling. Globe's GL5606 Concealed Sprinkler utilizes a 3mm frangible glass ampule which is located above the ceiling and concealed from view by the ceiling plate. The provided protective cap needs to be removed in order to install the sprinkler with the proper � wrench. The protective cap must be replaced on the sprinkler until the time the cover plate is to be installed. The "push on - screw off' designed cover plate is easily installed and with a nominal 1" of adjustment makes it easier to get a proper fit at the ceiling. Operation of the sprinkler occurs when heat build up causes the solder holding the cover plate to the support shell to melt allowing the cover plate to fall clear. Continued heat build up causes the 3mm glass bulb to burst allowing the deflector to drop down and distribute water in an approved- pattem to extinguish or control the fire. TECHN/CAL DATA •See reverse side for Approvals and Specifications. � •Temperature Ratings- -�.----..,._,._ . 135°F 57°C S rinkler, 135°F 57°C Cover Plate •. �'�`�"�' � ( ) P ( ) _°M�.;��: ,�,�, 155°F (68°C) Sprinkler, 135°F (57°C) Cover Plate 155°F (68°C) Sprinkler, 155°F (68°C) Cover Plate 3 5/16°�diameferplate 175°F (79°C)Sprinkler, 155°F (68°C) Cover Plate 200°F (93°C) Sprinkler, 155°F (68°C) Cover Plate •Water Working Pressure Rating- 175 psi (12 Bars) - •Factory tested hydrostatically to 500 psi (34 Bars) � _ •Maximum low temperature glass bulb rating is-67°F (-55°C) � � •Frame-bronze •Deflector-brass •Screw- brass ��------ •Lodgement Wire - stainless steel •Bulb seat-copper 2 3/4"diameter plate •Spring - nickel alloy •Seal -teflon • Drop Pin -stainless steel QUICK RESPONSE �` •Bulb-glass with alcohol based solution, 3mm size WHITE FLAT PLATE •Cover Plate-brass •Upper Escutcheon Assembly-steel CONCEALED PENDENT NOTE: Globe's wrench P/N 332765 must be used to install this sprinkler. •SPR/NKLER TEMPERATURE RATING/CLASSIFICATION and COLOR COD/NG CLASSIFICATION AVAILABLE SPRINKLER gULB COLOR N.F.PA.MAXIMUM CEILING TEMPERATURES TEMPERATURE ' ORDINARY ORANGE/RED INTERMEDIATE YELLOW/GREEN NOV 2016 GFS-150a(Formerly A-38) . _ "THE I NCH" QU/CK RESPONSE A UTOMATI C SPR/NKL ER Mov�� GL 5606 - . ONE INCH ADJUSTABLE � � FLAT PLATE CONCEALED PENDENT SPECIFICAT/ONS NOMINAL THREAD SIZE LENGTH FLAT COVER "K"FACTOR PLATE FINISHES 5.6 1/2"NPT z��2^ Chrome (80 metric) (15mm) (6.4cm Whke Painted � Other Finishes'� NOTE: METRICCONVERSIONSAREAPPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 'FOR PLATES OTHER THAN WHITE,CONTACT GLOBE FOR ORDERING SPECIFICATIONS. APPROV�4LS 735°F(57°C)Flat Cover Plate 155°F(68°C)Flat Cover Plate NYC-DOB STYLE MODEL HAZARD� "135°F(57°C) 155°F(68°C) "*155°F(68°C) 175°F(79°C) 200°F(93°C) cULus •FM MEA Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 101-92-E Adjustable Concealed GL5606 LH/OH X X X X X X X X Pendent �SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. 'FMAPPROVEDAS STANDARD RESPONSE "NOFMAPPROVALS CROSS SECT/ONS OH:ORDINARY HAZARD LH:LIGHT HAZARD z i/4'DUI.MM z ua'DIA.MIN. HOLE IN CEILUlG HOLE IN CEILiNG 1 7/8'DIA. 17/8'DUl 1°xlf2' I �� I i REDUCER \ / \ i �� i � i J O O Q1P � 2 3/4 MA%. aP � 2 3/4 MN(. 17/8'MIN. 17/8'MIN. �ppp� DEFLECT�R S�JpppryT DEFLEiTOR SHELL DROP PIN �{py DROP PIN CQL[NG 2 3/4'DIA. u8. �a�' 3 5/16'DIA. ue• FLAT COVEII PLATE RAT COYER PLATE 1"ADJUSTMENT FLAT PLATE CONCEALED PENDENT FLAT COVER WHITE 135°F(57°Cj WHITE 155°F(68°C) CHROME 135°F(57°C) CHROME 155°F(68°C) PLATE SIZES PART# PART# PART# PART# 2 3/4"DIA. 332726 332731 332724 332729 3 5/16"DIA. 332706 332711 332704 332709 ORDERING INFORMATION GLOBE�PRODUCT WARRANTY ' SPECIFY Globe agrees to repair or replace any of its own manufactured - •Quantity•Model Number•Style •Orifice products found to be defective in material or workmanship for a •Thread Size •Temperature•Finishes desired period of one year from date of shipment. •Quantity-Wrenches- P/N 332765 For specific details of our warranry please refer to Price List % •Quantity-Protective Caps- P/N 332695 Terms and Conditions of Sale(Our Price List). 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 �i � ::; S� 989-846-4583 FAX 989-846-9231 FIRESPRINKLERCORPORATION 1-800-24&0278 www.globesprinkler.com ' NOV 2016 PRINTED U.S.A. GFS-150a(Formeriy A-38) - ` = QUICK RESPONSE , � ,,�� . �:A UTOMATI C SPR/NKLERS ��' - GL SERIES .... �..� FIRE SPRINKLER CORPORATION __ DRY TYPE DESCRIPTION AND OPERATION � UPRI GHT The Globe Quick Response GL Series Dry Type Upright Sprinkier is designed for use in special applications such as freezing environments. As an example,they may be efficiently used when connected to a wet type sprinkler system and extended into an unheated attic space. The Globe Quick Response GL Series Dry Type Upright Sprinkler utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. At the ampule's rated temperature, the sprinkler opens releasing the bulb seat, � causing the innertube assemblyto move,allowing the spring assembly to pivot ' alongside the inner tube. At this time,water flows through the sprinkler and is � distributed by the deflector, in an approved discharge pattem. It can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprin- ° . klers should be used advisedly and underthe direction of approving authorities (g�� having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a ��:� hermetically sealed frangible glass ampule that contains a precisely measured �* � amount of fluid. When heat is absorbed, the liquid within the bulb expands �'�'r increasing the internal pressure. At the prescribed temperature the intemal �^'�1' �.:r- pressure within the ampule exceeds the strength of the glass causing the glass =.�;, to shatter. This results in water discharge which is distributed in an approved ;� pattern. ' ,�-.� `�`5 su, s'�: r.. � TECHNICAL DATA • See reverse side for A rovals and S ecifications. PP P • Temperature Ratings- 135°F(57°C), 155°F(68°C), 175°F (79°C) 200°F (93°C), 286°F(141°C). • Water Working Pressure Rating- 175 psi (12 Bars). • Factory tested hydrostatically to 500 psi (34 Bars). QUICK RESPONSE • Maximum low temperature glass bulb rating is-67°F (-55°C). DRY UPRIGHT • Frame-bronze • Deflector-brass • Screw-brass • Bulb seat-brass • Spring -teflon coated nickel alloy • Retainer-brass • Pin-stainless steel • Torsion spring-stainless steel • Bulb-glass with alcohol based solution, 3mm • Orifice insert-brass � • 3/4" NPT or 1"NPT • Outer tube-galvanized steel pipe I • Inner tube-stainless steel �" • SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM TEMPERATURES CEILING TEMPERATURE � ORDINARY �135°F/155°F 57°C/68°C ORANGE/RED 100°F 38°C INTERMEDIATE 175°F/200°F 79°C/93°C YELLOW/GREEN 150°F 66°C � HIGH 286°F 141°C BLUE 225°F 107°C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846�583 . FAX:989-846-9231 AUGUST 2010 A-60 BULLETIN GL5639, REV.#9 Q UI CK RESPONSE �- --� - , � ~ AUTOMATIC SPRINKLERS GL SERIES SPEC/FICATIONS NOMINAL"K"FACTOR THRFAD Slg LENGTH FINISHES cULus Variable Factory Bronze 5.6 (80 metric) 3/4"or 1"NPT to qg• Satin Chrome' Bright Chrome FM Variable to White Polyester 8.1 (116 metric) 1"NPT 36� Black Polyester Lead CoatedZ NOTE: 'Finishes available on special order. Metric cornersions are approximate. ZLead Coated is UL Approred only. cULus listed corrosion resistant:Polyester must be specified on order. APPROVALS SIN K THREAD 135°F 155°F 175°F 200°F 286°F � NYC-DOB SME CODE FACTOR SI� 57°C 68°C 79'C 93°C �q�^C FM cULus MEA 101-92� GL5639 5.6 1"NPT X X X X X X X X UPRIGHT GL5640 5.6 3/4"NPT X X X X X - X X GL8139 8.1 1"NPT X X X X X - X X NOTE: Listed for all Ha¢ards Dry Upright Sprinklers require a minimum operating pressure of 12psi �MPORTANT I NSTALLAT/ON DATA •Dry Upright-FM ApprorEd 155"F,200`F,and 286°F only. Globe GL Series Dry Upright sprinklers should be installed in accordance with the requirements setforth in NFPA 13. These sprinklers are to be installed using a CROSS SECTION pipe wrench applied to the outer tube. When this is not roP oF possible,the proper sprinkler head wrench may be used DEFLECTOR with extreme care for lengths up to approximately 18". Excessive force may distort the frame thus destroying the unit. The GL Series Dry Sprinkler must not be installed in a short radius 90°elbow. When installing in other than �oBE an iron tee, the clearances between the end of the � i/z" MiN. oia, sprinkler and fitting should be checked. � �HOLE IN CEILING When installed in a wet system extending into a � freezing area see chart on Dry Caution sheet for minimum exposed barrel length to prevent Ice plugs. •B• Please refer to our Dry Caution sheet for further impor- a s/a" MIN. 3/4"NPT tant installation data. 4 1/2" MIN. 1"NPT SCUTCHEON ORDERING INFORMATION 3/8" X 3" DIA. SPECIFY FACE OF •Quantity • Model Number • Style TEE •Orifice • Temperature • Finishes desired FITfING .Quantity-Wrenches-P/N 333010 , •"B"Dimension-Distance from face of fitting to the r� �, top of the deflector. TEE FITTING � �-� �, � GLOBE�PRODUCT WARRANTY NSI 87 6.3 CLASS 155 OR�v i i � ANSI B16.4 CLASS i2s ; ; � � Globe agrees to repair or replace any of its own ; � ; ; manufactured products found to be defective in material �' � LJ-------------LJ or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to - �� Price List Terms and Conditions of Sale(Our Price List). � L :::: �� 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FIRE SPRINKLER CORPORATION 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com AUGUST 2010 PRINTED U.S.A. BULLETIN GL5639, REV.#9 = ii • III � � � � ' 0 . . . . . - . � � 0 . , ,+��t ' ,-;.TEST� ,,� - - �in•o iFice.y yy PUSH' �{{77 :44 _�� _ ' • 1 ( � �' •/ �` ''1'LL�� , � �► � '� - � � -tE` ' V..�� , � t �f° ,��' ?� ' ;M+f . f M / '� � � i7 . � � a�� , •,v V�;�'��•, .�' ' � ��SIZE 1=174'IN MOD L 1000 � : � I:� •The AGF Manufacturing Inc. Model 1000 TESTaNDRA1N� MODEL 1000- FRONT VIEW�VERTICAL INSTALLATION �I � provides both the test function and the express drain � function for a wet fire sprinkler system. •The Model 1000 complies with the requirements of I FROM BRANCH NFPA-13, NFPA-13R, and NFPA-13D. � •The Mode11000 TESTnNDRA1N�is a compact single SYST�ACCESS PORT handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses,and is 300 PSI rated. � � •Available in a full range of sizes from 3/a"to 2" NPT and J' BSPT,with all specifiable orifice sizes�/s" (2.81�,'/,s" (4.2f�, STREET EL �/2" (5.61n,"/sz" (8.0�,5/e" (11.2K, ELO),3/a" (14.OK, ESFR), � and K25 as required by NFPA 13,2007 Edition(see reverse). •The orifice size is noted on the indicator plate and the valve � features a tapped and plugged port for system access. sTRE�r E�, � O DRAIN •A locking kit is available and can be ordered with the valve OR PIPE , � to provide vandal resistance or prevent unintentional alarm TO DRAIN �� activation. 1 _ • Repair kits including (1)adapter gasket, (1) ball, (2)valve seats, (1)stem packing, and(1)stem washer are available for all TESTaraDRA1N�valves.Valve and orifice size must RIGHT HAND/STRAIGHT INSTALLATION ; be specified when ordering. ' - . • . • • - • • . • TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. CS1000 10/O9 : � � • 111 � � , � ` 1 •�► ° „� � � � � . Mon��. 1000 - PI.AN VIEW FRONT VIEW - HORIZONTAL INSTALL �i------A _ E"`"'� � � � 1 O 1/2"NPT SYSTEM I � ACCESS PORT B F � TO DRAIN TO DRAIN 1 �I--- H-- - ^!�—D�._ '-- - — � C G .�.____� _ 1 �1 DEMENSIONS MATERIALS Orifice Size Available:3/a",�/�s",�/z",'�/a2°, ELO(5/e")*,ESFR(�/a")*,&K25" Handle:Steel Stem:Rad Brass S1ZE A B C D E F G H Ball:C.P.Brass gf�i rJ��l6u 1�/2�� 2�1fi�� .��8�� .3�8�� 7�76�� 49�1$�� 8�� Body:Bronze (128 mm} {37.5 mm} {57 mm� {93 mm) (86 mm} {46 mm} (1i7 mm} (162.5 mm} Vatve Seat tmpregnated i"eflan� n �J1`16�� /2�� z�6�� .�5�8�� .��8�� 17�6�� 49�16�� 'j�8�� Indicator Plate:Steel i (i28 mm) {37.5 mm} {57 mma {93 mm) {86 mm} (46 mm) (117 mm} (162.b mm) H�ndle Stop:Steei 5�/s" 1��fis" 2�s" 4�/a" 3`�16�� I15�16�� 59fis" 5�/�" APPROVALS ��4,� (163 mm) {43 mm) �65 mm) (108 mm) (63 mm) (51 mm) (741 mm) (192 mm) U�and ULC L.istec!{EX4019} 1%x�� 67hs" 1�a/s" 3i/a" 5�/s" 3?/e" 23/s" 8�/a" 1q�/�" FM Approved (163 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) (1►YC-$SA NO.720-$?-SM .�u �17f16° �13fj$a .�y f4�� 1�su .37�u .t518u $1f4n 1�7j8" � (163 mm) (45 mm) (61.5 mm) {127 mm) (99 mm) (67 mm) (207 mm) (274 mm) � "Available an 1 tla"ta 2"size units only � **Available an 1�h"and 2"size units only �� .r�\�� TiiE MODEL �OOO FROVIDES A�L OF Tt{E FOLLOWIAiG... M�� '1�� From the 2007 Edition of NFPA 13 Chapter 8.16.2.�.1` Provisions shatl be made ta properly drain alI patis of the system. Chapter 8.16.2.4.2 Drain connections,interior sectianal or floor control valve(s)-shall be provided with a drain &8.16.2.4.3 connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or ta a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System)test connection is permitted ta terminate into a drain capable of accepting full flow... using an approved sight test cannection containing a smoath bore corrasion-resistant arifice giving a flow equivalent to ane sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.42.4 shall be permitted to be installed in any locatian...dawns#ream af the waterflaw atarm. Chapter 8.1�.4.3.1 (Dry Pipe System)a trip test connection not less than 1"'in diameter,terminating in a smooth bore corrosion-resistant orifice,to provide a flow equivalsnt to ane sprinkler... Chap#er 8.17.4.3.2 The trip test cannection...with a shutoff valve and plug not iess than 1",at least one of which shail be brass. , . . . . � ` • . AGF Manufacturing Inc. Job Name: 10Q Gluaker Lane,Malvern,PA 19355 " , Phone:610-240-490Q Architect' Fax:610-240-4906 Engineer: www testandrain.com Contractor: « �TSR �' ��]�� VANE TYPE WATERFLQW � The Sym6o!of Protection ALAA:M SWTTCB WITH RETARD iJL,CULand CSFM Listed,FM Appmved,LPCBAp�roved,F<'ar CE Marked(EN12259-5}/VdS Approved model use VSR EU ""_"�� Service Pressure: 450 PSI(31 BAR)-UL � r Flow Sensitivity Range for Signal: 410 GPM(15-38 LPNl)-iJL Maaimnm Sarge: 18 FPS(5.5 m/s� Cantact Ratit�gs: Two sets of SPDT(Fozm C} 10.0Ampsat 125/250VAC 2.OAmpsat3QVDC Resistive 10 mAmps min.at 24VDC '' Conduit Entrances: Two knockouts provided for 1/2"conduit. Individua2 switch compartments suitable ' for dissimilarvaltages. Environmentai Specifications: ;' • NEMA 4/IP54 Rated Enclasure suitable for indoor ar • .:'�� ' outdoor use with factory installed gasket and die-cast housing '>�:. ,� _s�.f whenusedwithappropriateconduitfitting. • Temperature Range: 40°F-120°F,(4.5°C-49°C)-UL • Non-corroszve sleeve factary instailed in saddle, Service Use: Automatic,Sprinkler NFPA-13 Specifications subject to ehange withovt notice. One or two family dwelting NFPA-13D Chrclerin�Information Residential occupancy up to faur stories NFPA-13R Nominat Pipe Sizc Model g�rJ�y�r National Fue Alarm Code NFPA-72 2�� NSo �SR-Z "�402 ��AWARNI�N,G 2112 I7AIb5 VSR-2112 2144425 • Instailation must be performed by qualified persanneI snd in 3" I7N80 VSR-3 1144403 accordance with all national and local codes and ordinancas. 3 2/2° - VSR-3 1!2 1144435 • Shock hazard.Discannect power source befare servicing.Serious 4" DNI00 VSR-4 1144404 injury or death coc�Id result. • Risk of explosion.Not far use in hazardous locatians.Serious 5" - VSR-5 1144405 injury or death cauld result. 6" DN150 VSR-6 1144d06 8" DN200 VSR 8 1144408 CAUTION Optional: CoverTamper Switch Kit,stockno.Oq90148 WaterHowswitchesthatazemonitoringwetpipesprinklersystemsshall Replaceable Companents:Re#arcUSwitch Assembly,stock no.1 d24{)30 not be used as the sole initiating device to discharge AFFF,deluge, or chemical suppression systams. Waterflow switches used for this application may result in unintended dischazges cansed by surges, irapped air,or shart retard times. Tmportant. This document contains important information on the installation and operation of the VSR tvaterflow switches. Piease read ali znstructions carefully before beginning instalIatian. A copy of this document is requued by NFPA 72 to be maintained on site. General Inforaration Enclasure 'The Madel VSR is a vane type waterfiaw switch for use on we#sprinkler The VSR switches and retard device are enclosed in a general putpose, systems.It is UL Listed far use on s steel pipe;s�hedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistent sizes 2"-6"and is UL Listed and FM Approved for use an steel pipe; screws which require a spec9al key for removal. A field insiallable schedules 10 thraugh d0,sizes 2"tluv$"(50 mm thru 200 mm).LPC cover tamper switch is available as an aption which may be used approved sizes are 2" thru 8" (SO mm thru 200 mm). See Ordaring to indicate unauthorized removal of#he cover. See bulletin number Information chaxt. 5401103 for installaiion instnzotions af tIus switch. The VSR may also be osed as a sectional water.How detector on large � systems.The VSR contains two single pole,double throw,snap aotion switches aud an adjustable,instantly recycling pneumatic retard. The switches are actuated when a$ow of 10 GPM(38 LPIv�or more occurs downstream of the device. The$ow condition must exist for a period ' of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.patiersignal.com PRIN'TID IN USA MFG.#5402 246-REV M FAGE 1 dP 4 11/IS � � vsR P POTTER VANE TYPE WATERFLOW � The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within G"(15 cm)of a fitting which changes the direction of the waterflow or within 24" (60 ctn)of a valve or drain. NOT'E:Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill(see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole.Roll the vane so that it may be inserted into the hole;do not bend or crease it.Insert the vane so that the arrow on the saddle points in the direction of the waterflow.Take care not to damage the non-corrosive bushing in the saddle.The bushing should fit inside the hole in the pipe.Install the saddle strap and tighten nuts altemately to required torque (see the chart in Fig. 1).The vane must not rub the inside of the pipe or bind in any way. A CAUTI O N . Do not him the paddle.Failure to follow these instructions may prevent the device&om operatmg and will void the wamanty.Do not obslxuct or othecwise prevent the trip stetn of the flow switch&om moving when water flows as this could damage the 8ow switch and prevent an alanv.If an alarm is not desired,a qualified technician should disable the alazru stem. Fig.l Retard Adjustment DO NOTLEAiB COVER OFFFOR ANEXTENDED PERIOD OFTLtfE 'I7ie delay can be adjusted by rotating the retard adjustment lrnob from 0 to the max setting(60-90 seconds).The time delay should be set at the minimum requued to prevent false alarms . TIGHTEN NUTS "�"'�'�`Y CAUTION � ole must be drilled peipendicular to the pipe and vertically centered o efer to the Compatible Pipe/Installation Requirements chart for size. I Conect Incoaect Mourrr orr rrnE so ARROW ON SADDLE O � POIN'fS IN DIRECTION OF WATERFLOW � � ROLL PADDLE IN 5� � OPPOSITE DIItECTION �� nDAPCFR DIRECTION OF OF WATERFIAW wn�Low I � � \\ \ � (Floxting water actnntes ��p°°�"10�' i � device in one direction only.J DN50 ONLY � USE(2)5180162 ADAPTERS AS SHOWN ABOVE DW4 11,6-I1 DWOe IIf61F Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thiclmess Hole Size U-Bolt Nuts �� Size O.D. Lightwall Schedule 10([JL) Schedule40([JL) BS-1387(LPC) DN(VDS) Torque inch mm inch mm inch mm inch mm inch mm iuch mm inch mm inc6 mm ft-Ib n-m VSR-2 2 DN50 2.375 603 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 � VSR-21/2 2.5 - 2.875 73.0 .084 2.134 0.120 3.05 0203 5.16 _ _ _ 1.25+.125/- 33.Of2.0 .062 VSR-21/2 - DN65 3.000 76.1 - - - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 i VSR-31/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - _ _ _ ZD 2� I - VSR-4 4 DN100 4.500 114.3 .084 2.134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 2.00f.125 50.8t2.0 VSR-5 5 - 5.563 141.3 - - 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DN150 6.625 168.3 .115 2.921 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 � VSR-8 S DN200 8.625 219.1 - - 0.148 3.76 0322 8.18 0.248 63 0.177 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG.#5401146-REV M PAGE 2 OF 4 11/15 • � � VSR R �� ' VANE TYPE WATERFLOW � The Sym6o1 of Profection ALAR:M SWiTCH WiTH RETARD Fig.2 Fig.3 Fig.4 Switch Terminal Cannections Clamping Ta remove Imockaut�:Place screwdriver at Break aut tlun section of cover when Piate Terrainal inside edge of laxrckouts,nat in the center. wiring both switches fmm one conduit entrance. ��i� � � � � N� 0�� p�.fii16-16 .�� A�_R.NlNG � � An uninsulated section pf a single conductor should not be Iooped azound the tetminal and serve as two separate connections. The �++v+ ''� wire must be severed,thereby providing supervision of the � connection in the event tha#the wire become dislodged fmm under the ternimal. Failure to sever the wire may render the devica Do not drill into the base as this eteates Q nv�.�i,s-�s inoperahle risking severe property damage and loss of life. metal shavings which can create Do not strip wire beyond 3/8"of length or expose an uninsalated electncal hazards and damage the conduotor beyand the edge of the terminal block.When using device.Drilting voids the warranty. stranded wire,eapiure all strands under the clamping plate. CONNKfOB Fig.5 Typica!Electrical Couuections "E'��QM RG�� ea�+�x r��rnt`Faa.seEu.... I O 1 BREI11ffA � 1 NOtCS: t�NEflt6M&3ElU�ti �. Eo�(EndOlW�eReslstad 1. The Model VSR has two switches,one can be used to operate a central � statian,proprieiary or remote signaling unit,while the other contact is used to operate a lacal audible or visual annunciator. 2. For supervised circuits,see"Switch Terminal Conneetions" drawing and warning note(Fig.4}. ,,�,� wnm connecdng w a u�uszea sa�UolPand,usethepaneYs teztrtnr vstue fGt ci�cuSt wPendsba � � Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(mant�facturer recamrnands quarterty or more frequently}. Tf provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection davice an the system,applicatian of the VSR is not recomrnended ar advisabie. A minimum flow of 10 GPM(38 LPM}is required to activate this device. �Advise the person responsible for testing of the fire protection system that this system must be tested in accordanoe with The testin instruetions. Fig.6 Mounting Dimensions $.56 m F�g,� 3.SOin 2.Win (IA72mm) (89.o wm} (54.8 uuU) GREEN GROLIND 2.34 in SCREWS {59.A mm} � � U-BOL?NiJI' P EAIA. +5.25 in U-BQLT WASHER (+ 33.d mm) PIPE SADDLE � - � �`�. t�`1 � PIPE 4 PLASTIC PADDI.E o,,�,y��,�y,�' � � Y U-SpLT NOh3INAI,PIPE BIA.+L95 iu(+.W,S MM}FQR DN 50-DN 65 2-23 iu NOMINALPIPEDIA.+2125in(+54,oMt�FORDNBa-AN2oo3�iq � owciras�s PRINT'ED TN USA MFG.#5401146-REV M PAGE 3 OF 4 11/15 • VSR P POTTER _ __. �ANE TYPE WATERFLOW � The Symbol of Protection ALARM SWITCH WITH RETARD MAinten�nce Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterHow switch should provide years of tmuble-free service. The retard and switch assembly are easily field replaceable.In the unlikely event tl�at either component does not perform properly,please order replacement retazd switch assembly stock#1029030(see Fig.8).There is no maintenance requued,only periodic testing and inspection. Retard/Switch Assembly ReplAcement(See Fig.8) � The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the water8ow switch is bypassed or othenvise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly.Make sure the locating pins on the retazd/switch assembly fit into the locating pin bosses on the base. 7. Re-install the(2)original mounting screws. 8. Reconnect all wires.Perform a flow test and place the system back in service. F�g.g REMOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEA-IDLY TO BASE BREAK OUTTHIN SECfIONOF COVER WIIEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2)ORIGINAL MOUNTING � cxEws � RETARD/SWITCHASSEMBLY I \ 1 � (2)LOCATING PINS/� I � � I (2)LOCATING PIN DO PIOT REMOVE I HOSSES IN BASE\ (2)RETARD HOUSING I SCREWS • BAS 0 0 O � DWG#1146-10 Removal of Waterflow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. { • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. . • Lift detector cleaz of pipe. PRINTED IN USA MFG.#5401146-REV M PAGE 4 OF 4 11/15 �` CO Fire & Building► � Products Technical 5ervices:Tel: {8U0)381-9312/Faac: {80p)791-5500 Grinne/1 Crooved Fire Pra�ectian Producfs Fire Pro�ection Submittal �heet Listing and Approval Information � . Vd� U�, �C ; FIU] Page 1 af 8 MARCH 2O71 TFP18Q0 Page 2 of 8 TFP1800 Rated Pressure � Figure Nominal 5ize Nominal Size pipe Schedule �''�+��r IPCB and VdS) Inches mm u` � O �s O 1'/� 1'/z,2 42.4,46.3,60.3 SCh 5,ID,WST 175 175 175 - - 1�/,,1�/z,2,2Vz 42.4,48.3,60.3,73.0 Sch 10,Sch 40 300 300 300 - - 3,4,5,6,8 88.9,114.3,141.3,168.3,219.1 Sch 10,Sch 40 3� 300 300 - - 10,12 273.0,323.9 Sch 10,Sch 40 250 250 250 - - 1'/�,1'/s,2,2'/z,3 42.4,48.3,60.3,73.0,88.9 MF 300 300 300 - - 4 114.3 MF - - 300 - - 1'/�,1'/z,2,2'/a,3,4 42.4,48.3,60.3,73.0,88.9,114.3 DF 300 30D 300 - - ,� 1'/�,1'/s,2,2'/x,3,4 42.4,48.3,60.3,73.0,88.9,114.3 FLF 300 300 - - - 1'/x,2,2'/s,3,4 48.3,60.3,73.0,88.9,114.3 FF 300 300 300 - - 1,1'/.,1'/�,2 33.7,42.4,48.3,60.3 MLT,FZT 300 300 300 - - 3 88.9 EZ 300 300 300 - - 4 114.3• ¢ 250 250 300 - - � 6 168.3 EZ 250 250 175 - - 1'/,,1'/z,2 42.4,48.3,�.3 BLT,DT,TL,Gal 7,Gal Flo 3U0 300 300 - - Figure 705 ��'��Z�Z 42.4,48.3,60.3 GL,MLT,MT,SL,WLS 300 300 - - - 1'/,,1'/z,2 42.4,48.3,60.3 UE - - 175 - - 76.1,165.1 BS7387 300 300 300 - - 42.4,48.3,60.3,76.1,88.9,114.3 BS1387,ISO 4200 - - - 16 20 139.7 BS1387,ISO 4200 - - - 16 - 165.1 BS1387,ISO 4200 - - - - 20 168.3,219.1 ISO 42� - - - 76 20 108.0,133.0,159.0 ISO 4200 300 - 300 - - 216.3 JIS G3452 300 - 300 - - 7'/z,2,2'/z 48.3,60.3,73.0 Sch 5, UE,WST 175 175 175 - - 1'/z,2,2'/z,3,4,5 48.3,60.3,73.0,88.9,114.3,141.3 SCh 10 450 450 450 - - 6,8,10,12 168.3,219.1,273.0,323.9 SCh 10 450 450 450 - - 1'/z,2,2'/s,3,4,5 48.3,60.3,73.0,88.9,114.3,141.3 SCh 40 500 500 500 - - 6,8,10,12 168.3,219.1,273.0,323.9 Sch 40 500 500 500 - - 1'/x,2,2'/z,3,4 48.3,60.3,73.0,88.9,114.3 MF,DF,FF,SF,STF 300 300 300 - - 2 60.3 FZT 300 - - - - 3 88.9 EZ 300 300 300 - - 4 114.3 EZ 250 250 300 - - 6 168.3 EZ 250 250 175 - - 1'/z,2,2'/z,3 48.3,60.3,73.0,88.9 XL 300 300 30D - - - 1'/s,2 48.3,60.3 GL,MT,MLT,TL 300 300 300 - - 1'/z,2 48.3,60.3 Gal 7,Gal Flo 300 300 300 - - Figure 707 1,�Z�z qg.3,60.3 BLT,DT - - 300 - - 14,16 355.6,406.4 SCh 30 300 - - - - 18,20 457.2,508.0 Sch 30 200 - - - - 24 610.0 Sch 20 250 - - - - 76.1,165.1 BS1387,ISO 420D 300 - 300 - 20 48.3,60.3,88.9,114.3,168.3 BS1387,ISO 4200 - - - - 20 219.1,273.0,323.9 ISO 4200 - - - 16 20 2 60.3 SCh 5,ID,UE,WST 175 175 175 - - 2,2'/z,3,4,5 60.3,73.0,88.9,114.3,14i.3 Sch 10,Sch 40 250 250 250 - - 6,8 168.3,219.1 Sch 10,SCh 40 250 250 250 - - 10,12 273.0,323.9 SCh 40 250 250 250 - - 2 60.3 BLT,DT,EZi,Ff,GL,LS 250 250 250 - - 2 60.3 MT,MLT,TL,WLS,XL 250 250 250 - - 2 60.3 Gal 7,Gal Flo 250 250 250 - - 2 60.3 MF,FF - - 250 - - y,� 2,2'/�,3,4 60.3,73.0,88.9,174.3 DF,FF,MF,SF 250 250 250 - - 3,4 88.9,114.3 EZ 250 250 250 - - Figure 71 6 168.3 EZ 250 250 175 - - . 2,3,4 60.3,88.9,174.3 STF 250 250 250 - - 2'/z,3 73.0,88.9 XL 250 250 250 - - 60.3,76.1,88.9,114.3,168.3 BS1387,IS0 4200 250 - 250 16 20 : 139.7 BS1387,ISO 4200 250 - 250 16 - Figure 71 PN16 165.1 BS1387,ISO 4200 250 - 250 - 20 219.1,273.0 ISO 4200 250 - 250 - 20 323.9 ISO 4200 250 - 250 - 76 . TFP1800 Page 3 of 8 Rated Pressure ' Figure Nominal Size Nominal Size pipe Schedule (PS''�+ULC,FM;Bar LPCB and VdS) Inches mm �� L� O �S � t'/�1'/z 2 42.4 48.3 64.3 Sch 5 ID WST 175 175 175 1'/. 42.4 Sch 10 Sch 40 300 300 300 1�/ 2'/x 3 4 48.3 60.3 73.0 88.9 114.3 Sch 10 Sch 40 500 500 500 - 5 6 141.3 168.3 Sch 10 300 300 300 8 219.1 Sch 10 400 400 400 - 5 141.3 SCh 40 300 300 300 6 168.3 Sdt 40 400 400 400 S 219.1 Sch 40 q50 45p 45p 10 12 273.0 323.9 Sch 10 Sch 40 250 250 250 1'/ 1'/:2 2'/ 3 42.4 48.3 60.3 73.0 88.9 MF 3Q0 30D 300 4 114.3 Q MF 250 25p 300 3 88.9 EZ 300 300 300 6 168.3 EZ 250 250 300 1'1 2'! 3 4 48.3 60.3 73.0 86.9 114.3 DF STF 300 300 300 r� 1'/ 1'/:2 2'/s 3 424 48.3 60.3 73.0 88.9 FLF 300 300 4 114.3 RF 25(I 250 - Flgure 772 1'/z 2 2'/ 3 48.3 60.3 73.0 88.9 FF 300 300 300 Patented 4 114.3 FF 25p 25p 3pp 1'/�1'/x 2 42.4 48.3 60.3 QT MT MLT WLS 300 300 300 1'/�1'/s 2 424 48.3 60.3 G Gal 7 Gal Flo 300 300 300 1'/s 2 48.3 60.3 BLT DT 3� 300 300 1'/z 2 48.3 60.3 XL 3pp 3pp 76.1165.1 BS1387 300 30D 300 424 48.3 60.3 76.1 68.9 114.3 BS1387 ISO4200 - 16 20 1397 BS1387 ISO4200 16 165.1 BS1387 ISO4200 - 20 168.3 219.1 273.0 323.9 ISO4200 i6 20 2x1'/x 2'/xx2 3x2 60.3x48.3 73.Ox60.3 68.9x60.3 Sch5 175 175 175 3x2'/s 4x 4x2'/x 88.9x73.0 114.3x60.3 114.3x73.0 Sch5 175 175 175 2x 1'/s 2'/sx 2 3 x 2 60.3x 48.3 73.0 x 60.3 88.9 x 60.3 Sch 10 Sch 40 350 350 350 - 3x2'/ 4x 4x2'Jx 88.9x73.0 114.3x60.3 114.3x73.0 Sch10 Sch40 350 350 350 4 x 3 5 x 4 114.3 x 88.9 141.3 114.3 Sch 10 Sch 40 350 350 300 6 x 4 6x 5 168.3x 114.3 x 1638.3 x 141.3 SCh 10 Sch 40 350 350 300 8 x 6 219.1 x 168.3 Sch 40 35p 35p 3pp 2x1'/s 2'/sx2 3x2 60.3x48.3 73.Ox60.3 88.9x6D.3 UF FZi FF G Mf 300 300 300 2x1'/s 2'/sx2 3x2 60.3x48.3 73.Ox6D.3 86.9x60.3 MT MLT SF STF TL 300 300 300 4x2 114.3x60.3 DF QT FF G MF 300 300 300 4 x 2 114.3 x 60.3 MT MLT SF STF TL 3� 3DD 300 3x2'/x 4x2'/s 4x3 88.9x73.0 114.3x73.0 114.3x86.9 DF MF SF 300 3D0 300 4x2'/s 4x3 114.3x73.0 114.3x88.9 FF STF 3pp 3pp 3pp 5 x 4 6 x4 141.3 x 114.3 168.3 x 114.3 DF FF SF STF� 300 300 300 Fgure 716 3x2 3x2'/x 88.9x60.3 88.9x73.0 ¢ 30D 300 300 2 x 1'/: 60.3 x 48.3 Gal 7 Gal Ro 300 3� 30D 60.3x48.3 73.Ox60.3 88.9x60.3 BS1387 ISO4200 300 300 i6 20 88.9x76.1 114.3x60.3 114.3x76.1 BS1387 ISO4200 300 300 i6 20 114.3x88.9 BS13871504200 360 300 16 20 168.3 x 114.3 219.1 x 168.3 ISO420D 300 - 300 16 20 139.1x114.3 BS13871504200 300 300 16 165.1x114.3 BS13871504200 300 300 20 1'/+1Vs 2 x'/z 3/�1 42.4 48.3 6D.3 x 21.3 26.7 33.7 Sch 5 Sch 10 5ch 40 175 175 175 1'/.1'/s 2 x Vs 3/.1 42.4 48.3 60.3 x 21.3 26.7 33.7 BLT DF DT G LS MF 175 175 175 �''` �V4��IY Z X�I2 3I!1 42.4 48.3 60.3 x 21.3 26.7 337 NfT MLT WLS XL 175 175 � 175 / � 1'/�1�ls 2 x'/:3/a 1 42.4 48.3 60.3 X 21.3 26J 33.7 Gal 7 G21 FlD 175 175 175 l' 1Y�1'/x x'/ 3/ 1 42.4 48.3 x 21.3 26.7 337 EZT 175 175 175 � ,�, 1'/x x'/ 3h 1 48.3 x 21.3 26.7 33.7 FF 175 175 175 y�' 2'/x x'/ '/.1 73.0 x 21.3 26.7 33.7 Sch 10 Sch 40 175 175 175 Figure 40-5• 2'/sx'/ 3/ 1 73.Ox21.3 26.7 33.7 DF MF SiF XL 175 175 175 7'/x 2 x'/ 'h 1 48.3 60.3 x 21.3 26.7 337 STF 175 175 175 • Figure 40-5 Straps are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets as speciTied in the chart. Page 4 of 8 TFP1800 Hated Pressure ' Figure Nominal Size Nominal Size Pipe (psi-UL,ULC and FM;bar�PCB and VdS) Inches mm scnedu�e u� � 0 v�s O 2 x'/x 3/.,1,1'/�,1'/s 60.3 x 21.3,26.7,33.7,42.4,48.3 Sch 5 175 175 175 - - 2 x'/z 3/s 1 1'/, 1'/s 60.3 x 21.3 26.7 33.7 42.4 48.3 SCh 10 SCh 40 300 300 300 - - 2'/z x'/x 3/. 1 1'/+ 1'/z 2 73.0 x 21.3 26.7 33.7 42.4 48.3 60.3 SCh 10 SCh 40 300 300 300 - - 3,4 x'h,'/a,1 88.9,114.3 x 21.3,26.7,33.7 SCh 10,SCh 40 300 300 300 - - 4 x 2'/z 4 x 3 114.3 x 73.0 4 x 88.9 Sch 10 Sch 40 300 300 30D - - 5 x 2 5 x 2'/x 141.3 x 60.3 141.3 x 73.6 Sch 10 Sch 40 300 300 300 - - 6 x 1'/x 2 2'/2 3 4 168.3 x 48.3 60.3 73.0 88.9 114.3 Sch 10 Sch 40 300 300 300 - - 2 x'/ '/e 1 1'/+ 1'h 60.3 x 21.3 26.7 33.7 42.4 48.3 BLT DT FlT FF G MF 300 300 300 - 2 x'/s,'/a,1,1'/.,1Ys 60.3 x 21.3,26.7,33.7,42.4,48.3 MT,MLT,STF,TL,WLS 300 300 300 - - 2 x'/z 9/. 1 1'/. 1'/z 60.3 x 21.3 26.7 33.7 42.4 48.3 Gal 7 Gal Flo 300 300 300 - - 2 x'/ 3/a 1 60.3 x 21.3 26.7 33.7 DF 300 300 300 - - 2'/s,3,4 x'/s,'/.,1 73.0,88.9,114.3 x 21.3,26.7,33.7 DF,FF,MF,STF 300 300 300 - - 2 x 1'/• 1'/z 60.3 x 42.4 48.3 DF 300 300 300 - - 3 4 x 2 88.9 114.3 x 60.3 DF FF MF STF 300 300 300 - - 4 x 2Yz 114.3 x 73.0 DF,FF,MF,STF 300 300 300 - - 4 x 3 114.3 x 88.9 FF MF STF 300 300 300 - - 76.1 x 21.3 26.7 33.7 BS1387 ISO 4200 300 - 300 16 20 139.7 x 48.3,88.9 BS1387,ISO 4200 300 - 300 16 20 Figure 730 165.1 x 42.4 BS1387 ISO 4200 300 - 300 16 20 Threaded'$ 60.3 x 21.3 26.7 33.7 42.4 48.3 B51387 ISO 4200 - - - 16 20 76.1 x 42.4,48.3,60.3 BS1387,ISO 4200 - - - 16 20 88.9 x 21.3 26.7 33.7 42A 48.3 60.3 BS1387 ISO 4200 - - - 16 20 114.3 x 21.3 26.7 33.7 42.4 BS1387 ISO 4200 - - - 16 20 114.3 x 48.3 76.1 88.9 BS1387 ISO 4200 - - - 16 20 165.1 x 48.3 60.3 76.1 88.9 114.3 BS1387 ISO 4200 - - - 20 139.7 x 60.3,76.1 BS1387,ISO 4200 - - - 16 - 168.3 x 48.3 60.3 73.0 ISO 4200 - - - 16 20 168.3 219.7 x 76.1 88.9 114.3 ISO 4200 16 20 2 x 1'/z 60.3 x 48.3 SCh 5 175 175 175 - - 2 2'/z 3 4 5 6 x 1'/: 60.3 73.0 88.9 114.3 141.3 166.3 x 48.3 Sch 10 Sch 40 300 300 300 - - 3 4 5 x 2 2'/z 88.9 114.3 141.3 x 60.3 73.0 Sch 10 Sch 40 300 300 300 - - 4 x 3,5 x 3 114.3 x 88.9,141.3 x 88.9 Sch 10,Sch 40 300 300 300 - - 6 x 2'/z 3 4 168.3 x 48.3 73.0 88.9 114.3 Sch 10 Sch 40 250 250 250 - - B x 2'/s 3 4 219.1 x 73.0 88.9 114.3 Sch 10 Sch 40 300 300 300 - - 2,2'/z,3,4 x 1'/s 60.3,73.0,88.9,114.3 x 48.3 DF 300 300 30D - - 3 4 x 2 88.9 7 74.3 x 60.3 DF 300 300 300 - - 2 x 1'/s 60.3 x 48.3 BLT TL 300 300 300 - - 3 x 1'/s 88.9 x 48.3 EZ 300 300 300 - - 139.7 x 48.3 88.9 BS1387 ISO 4200 300 - 30D 16 20 165.1 x 42.4 48.3 60.3 76.1 BS1387 ISO 4200 300 - 300 16 20 60.3 x 42.4 48.3 BS1387 ISO 4200 - - - i6 20 76.1 x 42.4 48.3 60.3 BS1387 ISO 4200 - - - 16 20 Figure 730 88.9 x 42.4,48.3,60.3 BS1387,ISO 4200 - - - 16 20 Grooved**$ 114.3 x 42.4 48.3 60.3 76.1 88.9 BS1387 ISO 4200 - - - 16 20 165.1 x 48.3 60.3 76.1 88.9 114.3 BS1387 ISO 4200 - - - - 20 139.7 x 60.3,76.1 BS1387,ISO 4200 - - - 16 - 168.3 x 48.3 60.3 73.0 ISO 4200 - - - 16 20 168.3 219.1 x 76.1 88.9 114.3 ISO 4200 - - - 16 ' Figure 730 Threaded Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration with NPT and ISO threaded outlets as specified in the chart. "Figure 730 Grooved Mechanical Outlets are UL and ULC Listed and FM Approved in both the Tee and Cross configuration. $ Figure 730 Threaded and Grooved Mechanical Outlets are VdS Approved in the Tee configuration only. Grinnell�products are UL and ULC Listed and FM, LPCB and VdS Approved,as specffied in the charts,for the pressure watings shown for use in Fire Protection Systems(automatic sprinkler,open sprinkler and standpipe)and connections to such systems. The charts were developed from the latest Listings and Approval data available at the time of publication. Listings are subject to changes and additions by the approval bodies. For Dry Pipe systems or Freezer Systems, use Tri-Seal Gaskets and petroleum . free silicone lubricant. Follow installation instructions provided in the Installation Handbook IH-1000. TFP1800 Page 5 of 8 • Rated Pressure � Fgure Nominal Size Nominal Size pipe Schedule �"��C,FM;Bar LP(�and VdS) Inches mm 9� � O �s � 1-1/4,1-1/2,2 42.4,48.3,60.3 �F,MF,XL,GL,10,40,CT,DF,TL, 300 300 300 WLS,MT,MLT 2-1/2,3,4 73.0,68.9,114.3 FLF,MF,DF 300 300 300 2-7/2,3 73.0,88.9� FF,XL 300 3�0 300 1-1/4,1-1/2,2, 42.4,48.3,60.3,73.0,88.9,114.3, �0 300 300 300 2-1/2,3,4,6,8 168.3,219.1 1-1/4,1-1l2,2, 42.4,48.3,60.3,73.0,86.9,114.3, qD 300 300 300 2-1/2,3,4,6 168.3 1,1-1/4,1-1l2,2 33.7,424,48.3,60.3 5 175 175 175 3,4,6 88.9,114.3,168.3 EZF 300 300 300 11/4 424 EZT 300 300 300 1-7/2,2 48.3,60.3 EZT,FF 300 300 300 1-1/2,2,2-1/2,3,4 48.3,60.3,73.0,88.9,714.3 STF 300 300 300 4 114.3 STF 250 250 250 8 219.1 0.188 in.wall 300 300 300 10,40,XL,TL,DF,BLT,DL,DT,MT, 1 33.7 WLS,WST,GL,MLT,QT,Ef,EL,5, 300 300 300 Figure 577 BS1387M,ISO 4200 5 141.3 10 300 300 300 5 141.3 40 300 300 300 76.1 mm,165mm BS1387M,ISO 4200 300 300 139.7mm ISO 4200 300 300 1,1-1/4,1-1/2,2,3,4 33.7,42.4,48.3,60.3,88.9,114.3 BS1387M,ISO 4200 . 20 bar 76.1,165.1 BS1387M,ISO 4200 20 bar 6,8 168.3,219.1 ISO 4200 20 bar 1,1-1/4,1-1/2,2,3, 33.7,42.4,48.3,60:3,88.9,114.3, ISO 4200 16 bar 4,6,8 168.3,219.1 76.1,139.7 ISO 4200 16 bar Pipe Schedule Key MF-Mega Flow Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. STF-Steady Flow Listed/Approved steel sprinkler pipe manu- MLT-Mega Light Listed/Approved steel sprinkler pipe manu- factured by AMS Tube Corp. factured by Wheatland Tube Company. BLT-Black Light Wall Threadable Listed/Approved steel sprin- N�7'-Mega Thread Listed/Approved steel sprinkler pipe manu- kler pipe manufactured by Allied Tube and Conduit. factured by Wheatland Tube Company. DF-Dyna-Flow Listed/Approved steel sprinkler pipe manufac- SL-Listed/Approved steel sprinkler pipe manufactured by tured by Allied Tube and Conduit. Wheatland Tube Company. DT-Dyna Thread Listed/Approved steel sprinkler pipe manu- WLS-WLS Listed/Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Wheatiand Tube Company. SF-Super-Flow Listed/Approved steel sprinkler pipe manu- WST-WST Listed/Approved steel sprinkler pipe manufactured factured by Allied Tube and Conduit. by Whea�and Tube Company. XL-Extra Light Weight Listed/Approved steel sprinkler pipe GL-GL Listed/Approved steel sprinkler pipe manufactured by manufactured by Allied Tube and Conduit. WheaUand Tube Company. UE-Ultra-Eddy Listed/Approved steel sprinkler pipe manufac- �-EZ Thread Listed/Approved steel sprinkler pipe manu- tured by Bull Moose Tube Company. factured by Youngstown Tube Company. TL-TL Listed/Approved steel sprinkler pipe manufactured by FF-Fire-Flo Listed/Approved steel sprinkler pipe manufac- Central Grooved Piping Products. tured by Youngstown Tube Company. I LS-Listed/Approved steel sprinkler pipe manufactured by 5 -Schedule 5 steel sprinkler pipe Century Tube Corporation. 10-Schedule 10 steel sprinkler pipe ID-IDOD Listed/Approved steel sprinkler pipe manufactured 20-Schedule 20 steel sprinkler pipe by IDOD Systems. 30-Schedule 30 steel sprinkler pipe GAL-FLO-Listed/Approved steel sprinkler pipe manufactured 40_Schedule 40 steel sprinkler pipe _ by IDOD Systems. BS1887m-British Standard Medium Listed/Approved steel GAL-7-Listed/Approved steel sprinkler pipe manufactured by sprinkler tube. IDOD Systems. ISO4200-ISO Standard Listed/Approved steel sprinkler tube. EZ-EZ Flow Listed/Approved steel sprinkler pipe manufac- ��S G3452-Japanese Intemational Standard - tured by Northwest Pipe and Casting Company. FLF-Fire Line Flow Listed/Approved steel sprinkler pipe man- Note: Cut and roll grooved references are for pipe runs and ufactured by Western International Forest Products. also grooved outlets. � Page 6 of 8 TFP1800 Rated Pressure ' Figure Nominal Size Nominal Size (�si-u�„u�c,�n;BarLPCBandVdS) Inches mm �� `� O �S O Fgure ADACAP° 1'�z x'/z,'/.,1 42.4 x 21.3,267,33J 300 300 300 - - I �. ADACAP°` 2 x'/s,3b,1 48.3 x 21.3,26.7,33.7 3D0 300 300 - - I t�`� 2'/x x'/s,3/a,1 60.3 x 21.3,26.7,33.7 300 300 3D0 - - 1 33.7 500 500 500 - - 1'/.,1'/z,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 i 6 20 10 273.0 450 450 450 16 20 Fgure 12 323.9 450 450 400 76 20 2�1 2'/z,5 73.0,141.3 500 500 500 - - 76.1 500 - 500 16 20 165.1 500 - 500 - 20 Figure 201 �3g.7 500 - 500 16 - 45°Elbow 108.0,133.0,159.0,216.3 300 - 300 - - 1 33.7 500 500 500 - - 1'/�,1'/s,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Rgure 12 323.9 450 450 400 16 20 Figure 210 210 2'/s,5 73.0,141.3 500 500 500 - - 90°Elbow �„'; 76.1 500 - 500 16 20 165.1 500 - 500 - 20 139.7 500 - 500 16 - 108.0,133.0,159.0,216.3 300 - 300 - - 1 33.7 500 500 500 - - 1'/a,1'/z,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 i 6 20 6,8 168.3,219.7 500 500 500 16 20 70 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 219 2'/z,5 73.0,141.3 500 500 500 - - 76.1 500 - 500 16 20 165.1 500 - 500 - 20 Figure 219 139.7 500 - 500 16 - Tee 108.0,133.0,159.0,216.3 300 - 300 - - 1'/.,1'/z,2,3,4 42.4,48.3,60.3,88.9,114.3 500 500 500 16 20 6,8 168.3,219.1 500 500 500 16 20 10 273.0 450 450 450 16 20 Figure 12 323.9 450 450 400 16 20 260 2�/Z,5 73.0,141.3 500 500 500 - - 76.1 500 - 500 16 20 Figure 260 165.1 500 - 500 - 20 End Cap i 139.7 500 - 500 16 - 1'/z,x 1,2 x 1 48.3 x 33.7,60.3 x 33.7 500 500 500 16 - 2 x 1'/a,2 x 1'/z 60.3 x 42.4,60.3 x 48.3 500 500 500 16 20 2'/s x 2,3 x 2'/z,4 x 2'/x 73.0 x 60.3,88.9 x 73.0,114.3 x 73.0 500 500 500 16 20 4 x 2,6 x 2 114.3 x 60.3,168.3 x 60.3 500 500 500 16 - 3 x 2,4 x 3,6 x 4 88.9 x 60.3,114.3 x 88.9,168.3 x 114.3 500 500 500 16 20 Figure 5 x 4,6 x 5 141.3 x 114.3,168.3 x 141.3 500 500 500 - - 250 76.1 x 48.3,76.1 x 60.3 500 500 500 i 6 20 Figure 250 88.9 x 76.1,114.3 x 76.1 500 500 500 16 20 - Concentric 139.7 x 88.9,139.7 x 114.3 500 500 500 16 - Reducer 165.1 x 114.3 500 500 500 - 20 168.3 x 76.1,168.3 x 139.7 500 500 500 16 - - 165.1 x 88.9,165.1 x 139.7 500 - 500 - - ` ADACAPs are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets. � TFP7800 Page 7 of 8 , Figure 501 Hated Pressure Figure Nominal Sae Nominal Size (psi-UL,U�C,FM;Bar IPCB and VdS) 45°E►bow Inches mm �` Q O �S O 1'/�,1'/z,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 Fgure 2'1:,5 73.0,141.3 300 300 300 - - 501 76.1 300 300 30D 16 20 139.7 300 30D 300 16 - figure 510 165.1 300 300 300 - 20 90°Elbow �- .` 1'/�,1'/s,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 i 6 20 6,8 168.3,219.1 300 300 300 16 20 Fgure 2'/z,5 73.0,141.3 300 300 300 - - 510 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 1'/�,1'/s,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 Figure 519 Flgure 2'�z�5 73.0,141.3 3D0 300 30D - - Tee 519 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 2,3,4,6,8 60.3,88.9,714.3,168.3,219.1 300 300 300 16 20 Figure 501S 2'�z�5 73.0,141.3 300 300 300 - - 45°Elbow F9ure �6.1 3pp 300 300 16 20 501S 139.7 300 300 300 16 - 165.1 300 300 300 - 20 . - 2,3,4,6,6 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 2'/z,5 73.0,141.3 300 300 300 - - Flgure 76.1 300 300 300 76 20 510S 139.7 300 300 300 16 - Figure 5105 165.1 300 300 300 - 20 90°Elbow 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 2'/z,5 73.0,141.3 300 300 300 - - Flgure 76,1 3pp 300 300 16 20 5195 139.7 300 300 300 16 - 165.1 30D 300 3� - 20 Flgure 2'/z,3,4,5 73.0,88.9,114.3,141.3 300 300 300 - - 510DE 6,8 168.3,219.1 300 300 300 R1�8�dE, - - Figure 519S 7ee ,� . Figure 510DE Drain Elbow + � A '� (V�14`. � TFP1800 Page 8 of 8 y Fabricafed Fitfings , Rated Pressure • Rated Pressure Fgure Namir�alSae (P�) NOrni�ISae �i) � - Inches �` O Figure Inches U� O 1,1'/,1'h 300 300 ��/�,1�k 300 30D Figure 391 2�2'�z 300 300 � GroovexMaleihreaded 3,4,5 300 300 Figure321 2�2/� 300 300 Adapter Nipples 6,8 300 300 Reducing Tee 3,4,5 300 300 10,12 300 300 6,8 300 300 II�I 1 1'�1' 00 0 10,12 300 300 , /, h 3 30 1,1�/s,i�ft 300 300 Figure 392 2�2'�x 300 300 p�2y2 300 300 Groove x Groove 3,4,5 300 300 Figure 327 Adapter Nipples 6,8 300 300 ��S 3,4,5 300 300 6,8 300 300 10,12 300 300 10,12 300 300 1,1�/.,1'h 300 300 1,1'/,,1'fz 300 300 Figure 393 2�2'�Z 300 300 Figure 341 2�2�/� 3� 300 Growe x Bevel 3,4,5 300 300 Groove 3,4,5 300 300 Adapter Nipples 6,8 300 300 Flange Adapter 150 Ibs. 6,8 300 300 10,12 300 300 10,12 300 300 1'/,,1'/z 300 300 1'/.,7'h 300 300 2,2'/z 300 300 Figure 350 p�2�/� 300 300 Figure 312 3,4,5 300 300 Concentric 22'fz°Elbow 3,4,5 300 300 6,8 300 300 Groove x Groove Ralucer 6,8 300 300 10,12 300 300 10,12 300 300 1'/�,1'/z 300 300 - 2,2'/z 300 300 Figure 313 3,4,5 300 300 11Y:Elbow , 6,8 300 300 10,12 300 300 � . General Notes: It is the Designer's responsibility to select products suitable for the intended service and to en- ISO sure that pressure ratings and perfortnance data is not exceeded. Always read and understand the installation 9001 instructions(IH-1000). Never remove any piping component or correct or modify any piping deflciencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certlfled Company TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 • �yw O '- - -_ Worldwide Fire Piotection Contacts WWW'�co-fire.com � Products � Model BFV-300/BFV-300C -� � Butterfly Valve Grooved End General Technical Descripfion Dafa The TYCO Models BFV-300 and BFV- Approvals 300C Grooved End Butterfly Valves UL Listed are indicating type valves designed for FM Approved use in flre protection systems where CE Certified a visual indication of open or closed VdS Approved ', valve condition is required. They are Russian Fire Certificate used, for example, as system, sec- CNPP R1 Listed-APSAD tional and pump water control valves. Listed by Califomia State Fire Marshall � They have grooved inlet and outlet con- Refer to Tables A,B and C for applicability. nections that are suitable for use with AII laboratory listings and approvals are for grooved end pipe couplings listed or indoor and outdoor use. '� approved for fire protection systems. Sizes , For applications requiring supervi- MODELBFV-300 sion of the open or closed state of the 2-�2 Inch(DN50-DN300) W/THOPENSUPERVISORY valve,the Gear Operators for the Model UL/FM Maximum Working Pressure SW/TCHES BFV-300/BFV-300C Butterfly Valves 2-S Inch(DN50-DN200)....300 psi(20,7 bar) feature two sets of factory installed 10-12 Inch(DN250-DN300)..175 psi(12,1 bar) internal switches each having SPDT VdS Maximum Working Pressure ' contacts (Ref. Figure 3). The super- 2-e incn��Nso-oNzoo)....soo Ps�(20,7 bar) visory switches transfer their electri- io incn��Nzeo) ........... 2sz Psi�is,0 bar) cal contacts when there is movement �2 Inch(DN300) ............175 psi(12,1 bar) from the open or closed disc position Maximum Working Temperature , during the first two revolutions of the 212°F(100°C)in accordance wRh UL 1091 handwheel. Materials of Construction � � 8ody.................. ......Ductile Iron Body Coating ........... RILSAN PA11 Black The Model BFV-300/BFV-300C Disc............... .... .....Ductilelron Grooved End Butterfly 1/a/ves described Disc Seal........... ...EPDM Encapsulated herein must be installed and maintained Upper&Lower Stem..........Stainless Steel Handwheel ....................Ductile Iron in compliance with this document, 8S (BFV-300 red painted;BFV-300C black painted) well as with the applicable standards Actuator,2-6 Inch(DN50-DN150): of the National Fire Profection Asso- • �P 65, bronze traveling nut gearbox, ducc�ie ciation, in addition to the standards of iron housing MODEL BFl/-300C any otherauthorities having jurisdiction. Accuator,e-12 Inch(DN200-DN300): W/TH CLOSED SUPERVISORY • IP 65,brass segmented gearbox,ductile iron SW/TCHES Failure to do so may impair the perfor- nousin9 mance of these devices. Tapping Bosses The owner is responsible for main- Twofactory-pluggedNPTthreadedtapping FM �sT�N taining their fire protection system bosses in the valve body are located on the �` O ;�•"'w,� and devices in proper operating con- up-and downstream sides of the disc for � ''s i dition. Contact the insfalling contrac- connection to valve trim. Tapping boss APPROVED tor or product manufacturer wiih any sizes: s'�.�w uestions. � � vds eR"' Q 2-3 inch(DN50-DN80).............3/8 NPT 4-12 inch(DN100-DN300)........ .1/2 NPT 100%Silicone Free �� , Model BFV-300/BFV-300C Butterfly Valves TP are produced and assembled using no , silicone lubricants in any form(like grease or aerosol spray)and are suitable for paint Control Valve Seat Leakage , or oxygen applications. Class IEC 60534-4 CLASS VI(Type C)Control Valve Seat Leakage according to ANSI/FCI 70-2-2006(ASME B16.104) Page i of 8 JUNE 2016 TFP1511 TFP1511 � Page 2 of 8 . Nominal Pipe Nominal Dimensions alve Size OD Inches Weight Inches Inches (m^�) Lbs. (DN) (mm) A B C D E F G H J , �k9) 2 2.37 3.8 10.63 2.85 4.90 4.92 4.28 1.99 10.8 N50 60 3 96 4 270 72 5 124 5 125 108 6 50 5 � � 4 9 2-1/2 2.88 3.8 11.72 3.35 5.5 4.92 4.28 1.99 13.0 DN65 3 0 96 4 297 8 85 139 8 125 108 6 50 5 � � 5 9 3 3.8 11.72 3.35 5.5 4.92 4.28 1.99 13.0 N65 761 96 4 297 8 85 139 8 125 108 6 50 5 � � 5 9 3 3.5 3.8 12.22 3.58 5.76 4.92 4.28 1.99 13.9 N80 88 9 96 4 310 3 91 146 3 125 708 6 50 5 � � 6 3 4 4.5 4.54 13.92 4.29 6.75 4.92 4.28 1.99 17.64 N100 114 3 115 4 353 5 109 171 5 125 108 6 50 5 � � 8 p 5.5 5.83 i6 5.16 7.93 5.91 5.79 2.32 26.4 DN125 139 7 148 406 6 131 201 5 150 14 58 9 � � 11 9 5 5.56 5.83 16 5.16 7.93 5.91 5.79 2.32 26.4 DN125 141 3 148 406 6 131 201 5 150 14 58 9 � � 11 9 6.5 5.83 17.07 5.71 8.44 5.91 5.79 2.32 30,42 DN150 1651 148 433 6 145 214 5 150 14 58 9 � � 13 g 6 6.63 5.83 17.07 5.71 8.44 5.91 5.79 2.32 30,42 DN150 168 3 148 433 6 145 214 5 150 14 58 9 � � 13 8 8 8.63 5.24 19.67 6.69 9.29 8.86 8.19 2.76 5.66 1.24 47.18 DN200 2191 133 499 5 170 236 225 208 70 143 31 4 21 4 10 10.75 626 22.46 7.68 11.1 11.74 8.19 2.91 7.21 1.65 73.41 DN250 273 159 570 5 195 282 283 208 74 1831 41 S 33 3 10.75 6.26 22.46 7.68 11.1 11.14 8.19 2.91 7.21 1.65 73.41 DN250 273 159 570 5 195 282 283 208 4 7831 41 8 33 3 12 72.75 6.5 25.39 9.5 12.2 11.14 8.19 2.91 9.96 2.7 89.29 DN300 323 9 165 645 241 5 310 283 208 74 252 9 66 5 40 5 12.75 6.5 25.39 9.5 12.2 11.74 8.19 2.91 9.96 2.7 89.29 DN300 323 9 165 645 241 5 310 283 208 4 252 9 68 5 40 5 7/2°NPT INDICATOR G �F CONDUff FLAG CONNECTION GEAR � OPERATOR p E � � HANDWHEEL BODY D B � DISC TAPPING H r� r� BOSSES C � J A FIGURE 1 MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE NOM/NAL DIMENS/ONS � TFP1511 Page 3 of 8 'r No. Part Material Qty. No. Part MBterial Qty. No. Part Material Qty. ASTM ASTM ASTM 01 Body A-536 1 15 Spring Pin A-22a 1 30 BoR(Round) A_�s� 3 02 Upper Stem AISI 410 1 16 Indicator AS619 1 31 Plate Washer AS16M 4 03 Lower Stem AISI 410 1 17 O-Ring NBR 1 32 Switch Assembly — 1 04 Disc EPDM 1 18 Cover Gasket Paper 1 33 T/R Bolt ASTM 2 A-307 05 O-Ring(P12) EPDM 4 �g Spring Pin ASTM 1 34 Tapping Screw S10C 1 fa5xiTx25 A-228 ST3.5 x 7.5 O6 Oiless B/R _ 4 20 O-Ring(P10) EPDM 1 35 Tooth Washer 4# S10C 1 B1410 07 p_i/2-4 Inch EPDM 1 21 Worm Shaft AISI 410 1 36 Lever ASsj9 1 08 Gear Box ASTM � 22 Bushing(1) FD-0205-45 1 37 Connector — 1 A-536 Traveling Nut gronze 1 23 Collar FD-0205-45 1 38 Sticker — 1 09 2-61nch Segment Gear C3604BD 1 24 Spring Washer ASTM 4 39 Sticker — 1 8-12 Inch A-167 10 Bushing(2) FD-0205-45 1 25 Hex Bolt ASTM 2 40 Spring Pin ASTM � M8 x 20L A-167 OJ3x0.6Tx25 A-228 71 Cover ASTM � 26 Hex Bolt ASTM 2 Headless Plug A-619 M8 x 25L A-167 3/8 NPT 12 Bushing Fe 1 27 Gasket Paper 1 41 2-31nch qSTM 2 Headless Wrench ASTM Spring Pin ASTM A-307 13 BoR M5 x 7L A-307 1 28 04x0.Btx25 A-228 � Headless Plug ASTM 1/2 NPT 14 Stem Housing Fe 1 29 Handwheel q-536 � 4-12 Inch 35 34 37 � 30 37 33 35 36 30 32 34 32 36 � 36,39 � 38,39 28 31 28 31 30 30 19, 19, 29 20 40 17 14 12 18 29 20 40 17 14 12 18 16 16 11 11 15 15 27 10 21 10 13 13 i 22 09 22 09 ' 27 27 23 08 23 08 25 25 24 05 24 05 26 26 25 02 25 02 01 41 01 41 04 03 04 03 06 07 06 07 BFV-300 Normally Open Valve BFV-300C Normally Closed Valve ' Supervisory Switch Arrangement Supervisory Switch Arrangement I F/GURE 2 � MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE � ASSEMBLY . . • �� .�� •�� .�� ' � �...�..■■■■■■��...■■■■■��..■■■■■■..■■.....�...�■■■■■.,....■■■.,■��..■.,■■■■■■.■....�� .� : � �.��.■■■■■■■....,■■■■■■...■■■■■■■,�■■■��.■.■■■■■.,...■■■■.■�...■.■■■■.■.■.�� nu�.■■■■■■■.�.►�■■■■■■...■■■■■■r.■■■u um..■■■■■■r�.�.■■■p■■...■r,■■��■.umn � 11111■■��I.�■��■��IY��111111�rI��I�■■��■■�I��111111 � � 11111■■■■��■I�■■��■■��I.��I�IIIIIII/I■�■��I�■■■�■I,��I■■■��I�I11111 . � :'.'::��C�C:��•��':::::::::::f,C�C�:'G:��G��::��"��C��::::::::::: � �� ::�G�C��C�:��"�............��'."��,��.'��•'��..■......... 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BFV-300 BFV-300C Russian Inches Inches PS� Supv.Switch Supv.Switch CE UL FM VdS CA Fre CNPP PAVUS Fire (DN) (mm) (bar) OPEN CLOSED Marshall Cert. 2 2.38 300 59300G020WS 59300G020WSC ✓ ✓ ✓ ✓ DN50 60 3 20 7 2-1/2 2.88 300 59300G025WS 59300G025WSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN65 73 0 20 7 3 300 59300G026WS 59300G026WSC ✓ ✓ ✓ ✓ ✓ ✓ DN65 761 20 7 3 3,5 300 ,59300G030WS 59300G030WSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN80 88 9 20 7 4 4.5 300 59300G040WS 59300G040WSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN100 114 3 20 7 5.5 300 59300G056WS 59300G056W5C �/ �/ �/ J ✓ DN125 139 7 20 7 ' 5 5.56 300 59300G050WS 59300G050WSC ✓ ✓ ✓ ✓ ✓ ✓ DN125 141 3 20 7 i 6.5 300 59300G066WS 59300G066WSC ✓ ✓ ✓ ✓ ✓ ✓ DN150 1651 20 7 6 6.63 300 59300GO60WS 59300GO60WSC ✓ J J ✓ ✓ ✓ ✓ N750 168 3 20 7 . 8 8.63 300 59300G080WS 59300G080WSC �/ ✓ ✓ ✓ �/ ✓ ✓ DN200 2191 20 7 10 10.75 ��5 59300G100WS 59300G100WSC J ✓ J ✓ ✓ ✓ DN250 273 121 10.75 1�5 59300G106WS 59300G106WSC ✓ ✓ ✓ ✓ J ✓ DN250 273 121 12 12.75 175 59300G120WS 59300G120WSC ✓ ✓ ✓ ✓ DN300 323 9 121 12.75 �75 59300G126WS 59300G126WSC J J ✓ ✓ DN300 323 9 121 TABLE A MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE ' WITH/NTERNAL SUPERV/SORY SWITCHES , PART NUMBER SELECT/ON AND AGENCY L1ST/NGS/APPROVALS � Nominal P�Pe Max. Part Number A enc Listin /A roval alve Siz O.D. PS� BFV-300 BFV-300C CA Fre Russian Inches Inches (bar) Supv.Switch Supv.Switch CE UL FM VdS Marshall CNPP PAVUS Fire (DN) (mm) OPEN CLOSED Cert. 2 2.38 300 59300G020AWS 9300G020AWSC �/ �/ �/ �/ DN50 60 3 20 7 2-1/2 2.86 300 59300G025AWS 59300G025AWSC �/ ✓ ✓ J ✓ ✓ ✓ ✓ DN65 73 0 20 7 3 300 59300G026AWS 9300G026AWSC ✓ ✓ J ✓ ✓ ✓ J DN65 761 20 7 � 3 3,5 300 59300G030AWS 9300G030AWS ✓ ✓ ✓ ✓ J J ✓ J DN80 88 9 20 7 ' 4 4.5 300 59300G040AWS 9300G040AWS ✓ ✓ �/ ✓ ✓ �/ ✓ J DN100 114 3 20 7 5.5 300 59300G056AWS 9300G056AWS � � �/ �/ ,/ ,/ DN125 139 7 20 7 5 5.56 300 59300G050AWS 9300G050AWS ✓ ✓ ✓ ✓ ✓ J ✓ DN125 141 3 20 7 6.5 300 59300G066AWS 9300GO66AWS ✓ ✓ ✓ ✓ ✓ ✓ J DN150 1651 20 7 6 6.63 300 59300GO60AWS 9300G060AWS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN150 168 3 20 7 8 8.63 300 59300GOSOAWS 9300G080AWS J J J ✓ J J J ✓ DN200 2191 20 7 10 10J5 7�5 59300G100AWS 59300G100AWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN250 273 121 10.75 175 59300G106AWS 59300G106AWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ' DN250 273 121 12 12.75 7�5 59300G120AWS 59300G120AWSC ✓ ✓ J ✓ � DN300 323 9 121 12.75 175 59300G126AWS 59300G126AWSC ,/ �/ ✓ J DN300 323 9 121 TABLE B ' MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE W/TH CNPP-APSAD LARGE i00 X 100 MM FLAG AND/NTERNAL SUPERVISORY SWITCHES PART NUMBER SELECT/ON AND AGENCY LISTINGS/APPROVALS � I e TFP1511 Page 6 of 8 V . Nominal P�Pe Max. A enc Listin /A rovai alve Siz O.D. pSl Pan CA Fire Russian Inches Inches �bar) Number CE UL FM VdS Marshall CNPP PAVUS Fire (DN) (mm) Cert. 2 2.38 300 59300G020NS �/ ' �/ ✓ �/ DN50 60 3 20 7 2-1/2 2.88 300 59300G025NS ✓ J ✓ ✓ J ✓ ✓ DN65 73 0 20 7 3 300 59300G026NS ✓ ✓ ✓ ✓ ✓ � DN65 761 20 7 3 3,5 300 59300G030NS ✓ ✓ �/ ✓ ✓ ✓ J DN80 88 9 20 7 4 4.5 300 59300G040NS ✓ ✓ ✓ ✓ ✓ �/ ✓ DN100 114 3 20 7 _ 5.5 300 59300G056NS J ✓ ✓ ✓ ✓ DN125 139 7 20 7 5 5.56 300 59300G050NS ./ �/ �/ �/ J ✓ DN125 147 3 20 7 6.5 300 59300GO66NS ✓ ✓ ✓ ✓ �/ � DN150 1651 20 7 6 6.63 300 59300GO60NS ✓ ✓ ✓ � �/ J ✓ DN150 168 3 20 7 8 8.63 300 59300G080NS J ✓ ✓ ✓ ✓ J ✓ DN200 2191 20 7 10 10.75 175 59300G100NS �/ �/ �/ �/ �/ �/ DN250 273 121 10.75 175 59300G106NS ✓ ✓ ✓ J ✓ ✓ DN250 273 121 12 12.75 175 59300G120NS J ✓ ✓ ✓ DN300 323 9 121 — 12.75 175 59300G12 N �� DN300 323 9 121 6 S ✓ J ✓ ✓ TABLE C MODEL BFV-300 GROO VED END BUTTERFLY VALVE W/THOUT/NTERNAL SUPERV/SORYSWITCHES PART NUMBER SELECT/ONAND AGENCYLIST/NGS/APPROVALS � Part Number Nominal Gear Bemstein Bemstein Valve Size Mounting Bernstein GC-SU1Z Operator igg-�pg5 Inches Type Bracket with i88-IP65 LED Switch Ex IP-66/67 ATEX (DN) Mounting Bolts Regular Switch 24V (Ex 112G Ex dIIC T6 Gb) Switch 2-4 59300SPBRACKETIO DN50-DN700 Travelling 5-6 Nut 59300SPBRACKET20 DN125-DN200 59300SPSW 59300SPSWLED 59300SPSWATEX $ 59300SPBRACKET25 DN200 Segmented 10-12 Gear 59300SPBRACKET30 N250-DN300 Notes: 1. Install a single swkch In either brecket mountfng posltlon to monitor Open or Closed valve condition � �------� 0 � � , �.�� I ° I �¢ I o--o I L_—_—_J � Bemsfien Switch , Wiring Diagram = TABLE D MODEL BPV-300 GROOVED END BUTTERFLY VALVE WITHOUT INTERNAL SUPERVISORY SWITCHES ' ACCESSORY EXTERNAL SUPERVISORY SWITCHES AND MOUNT/NG BRACKETS PART NUMBER SELECTION TFP1511 i � Page 7 of 8 Insfallafion Nominal Valve Size Part Number Inches gFl/_300,Red Painted BFV-300C,Black Painted The Model BFV-300/BFV-300C DN Grooved End Butterfly Valves may be 2-4 59300SPHWHEEL70 59300SPHWHEEL106 installed with flow in either direction DN50-DN100 and can be positioned either horizon- DN125-DN200 59300SPHWHEEL20 59300SPHWHEEL206 tally or vertically. 10-12 59300SPHWHEEL30 59300SPHWHEEL30B The grooved end pipe couplings DN250-DN3oo used with the Model BFV-300/BFV- TABLE E 300C must be listed or approved for BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE fre protection service and installed in REPLACEMENTHANDWHEEL accordance with the manufacturers pART NUMBER SELECTION instructions. The Model BFV-300/BFV-300C But- L�mited ACC@SS0/7@S terfly Valve may be installed with any schedule of pressure class of pipe or External Supervisory Switch and tubing that is listed or approved for fire Warranfy Mounting Bracket protection. Note: Accessor external su ervi- For warranty terms and conditions,visit Y P Conduit and electrical connections www.tyco-fire.com. sory switches and mounting brackets are to be made in accordance with are applicable only fo valves withouf the authority having jurisdiction and/ prderinn factory-installed internal supervisory or the National Electrical Code. With 7 switches. reference to Figure 3, the supervisory procedure Refer to Table D for switch models and switch is intended for connection to part numbers. the supervisory circuit of a fire alarm Contact your local distributor for avail- control panel in accordance with NFPA ability.When placing an order,indicate Specify:(specify size)Model BFV-300 ' 72.The auxiliary switch is intended for the full product name and Part Number Grooved End Butterfly Valve Exter- the unsupervised connection to aux- �p�N�, nal Switch Mounting Bracket, P/N iliary equipment in accordance with (specify),with (specify quantity) Bern- NFPA 70,National Electric Code. Buttertly Valves stein External Switch(specify model), P/N(specify) NOTE: For outdoor applications with Model BFV-300 with Intemal � infernal supervisory switches,it is rec- Open Supervisory Switches Replacemenf Parts ommended that wiring connections Specify:(specify size)Model BFV-300 Note: Only items described in this be made at a femperature above 15°F Grooved End Butterfly Valve, Inter- section are offered as replacement (-9 CJ,in orderto insure sufficient flex- nal Open Supervisory Switches, parts. ibility of the wire lead insulation. P/N(specify per Table A) Handwheel Care and Model BFV-300C with Internal Replacement handwheel includes pin. Closed Supervisory Swftches Refer to Table E for part numbers. ' Specify: (specify size) Model BFV- Ma�ntenance 300C Grooved End Butterfly Valve, Model BFV-300,Red Painted Before closing a fire protection system Internal Closed Supervisory Switches, Specify: Handwheel, (specify size) control valve for maintenance or P�N�(specify per Table A) Model BFV-300 Grooved End Butter- inspection work on either the valve or Model BFV-300 with Internal fly Valve,P/N(specify) fire protection system which it con- Open Supervisory Switches, Model BFV-300C,Black Painted trols, permission to shut down the APSAD Approved Specify: Handwheel, (specify size) affected fire protection systems must Specify:(specify size)Model BFV-300 Model BFV-300C Grooved End But- be obtained from the proper authorities Grooved End Butterfly Valve, Internal terfly Valve,P/N(specify) and all personnel who may be affected Open Supervisory Switches, APSAD by this decision must be notified. Approved,P/N{specify per Table B) The owner is responsible for the Model BFV-300C with Internal inspection,testing,and maintenance of Closed Supervisory Switches, theirfire protection system and device's APSAD Approved in accordance with the applicable stan- Specify: (specify size) Model dards of the National Fire Protection gFV-300C Grooved End Butter- � Association(e.g.,NFPA 25),in addition fly Valve, Internal Closed Supervi- to the standards of any authority having sory Switches, APSAD Approved, jurisdiction.Contact the installing con- p�N(specify per Table B) tractor or product manufacturer with any questions. Any impairment must Model BFV-300 without Internal be immediately corrected. Supervisory Switches • Specify:(specify size)Model BFV-300 It is recommended that automatic Grooved End Butterfly Valve, _ sprinkler systems be inspected,tested, p�N(specify per Table C) and maintained by a qualified inspec- - tion service. r : TFP1511 _ Page 8 of S i J GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+1-215-362-0700 Copyright 0 2016 Tyco Fre Products,LP. All rights reserved. ��C� RILSAN is a registered tredemark oi Arkema,Inc. Fire Piotection Products CITY OF ZEPHYRHILLS 5335-8TH STREE!' {sis}�sa-oo2o 19362 LP/NATURAL GAS PERMIT - , PERMIT INFORMATION � � � - LOCATION INFORMATION � Permit Number: 19362 Address: 6386 GALL BLVD Permit Type: LP/NATURAL GAS ZEPHYRHILLS, FL. Class of Work: FIRE-LP/NATURA! GAS Township: Range: Boak: Proposed Use: NOT APPLICABLE Lot(s): Black: Section: �quare Feet: Subdivisian: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0040-0100-0041 Improv. Cost: 2,300.00 OWNER INFORMATION Da#e Issued: 3126/2018 Name: S & � PR4PERTIES ZEPHYRHIL�S ��C Total Fees: 75.00 Address: 2651 KIRKING CT Amount Paid: 75.40 PORTAGE, UV1. 53901-9511 Date Paid: 3/2612p18 Phane: 608)742-2893 Work Desc: INSTALLATlON LP GAS LlNE (CULVERS) CONTRACTOR S APPLiCATION FEES ARI$TOC T P BIN GAS FE 5 .00 E INSPE I N F 25.00 � � � �J �� tns ections Re uired FIR SITE INSPE TION-Final c�� l � Chapter 633, Florida Statutes,authorizes the City to charge and callect user fees to pay for the costs of fire prevention and protection related activities such as inspections,plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or apening up for commercial activity witfiout an appraved final inspection shall be charged double permit fee per day af operation or a minimum of$100.00, whichever is greater. All work sha11 be per�ormed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUUR PAYING TWICE F4R IMPROVEMENTS TC? YOUR PROPERTY. IF YOU IIVTEND Tt? OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Yt3UR NGITICE OF COMME ENT " �� —�- C�ITRACTOR Sf�'N�URE PERMIT OFFIC PERMIT EXPIRES IN 6 MI�NTHS WITHOUT APPROVED INSPECTION CALL FOR INSPEGTION - 8 HQURS NOTICE REQUIRED ZEPHYRHII.LS FIRE RESCUE DEPT- 813-780-0041 813-780-042o City of Zephyrhills Fire Fax�i3-7&0-0421 n Permit Applicatian Date Received r�� Ahor�e Contact fo�Femtlt ,�J`� J �i F .`,,.,.,__. ep'-�. tFi'i.�^�;:.:..�:;;'�f:::��'�.._.�;'Yu.w«;;sra:.n. :,•.xo�..nT::<T.">v --•a;`�'tu'..yi�..�.3�.;.»�.'-?�ETC::;�s"^.«2Y�%�':c::=��,£.:a:_+F�Ts%,,..:-s�.^''w...�.o,=�.::,aiY'f.+"�.-:`.G:-:;.�'r.x: � _.,.,s^.��„!�l��'Y :`<� �- ' Cs.� C� C.��I �' Owner's Name Q,S � t-�-� Owners phone Mumbar (UQ �]�.Z � �` Owner"s Address ,�� i C.. '1�0 1� S� Fee Simgie Ttleho3der iJeme Titleholder�Pharre Number �� t a. Fee Simpie Tillehatder Address � >" :.`µ"l.' ^�-,', «' _ ".-.a.�z ......e...,Grry"'F +t;y.,^;..�—�r.r—. ' . K}^" -'"=fi'e:.'^'„'LT�""�.5.�r^'3:^,':-��'r.^.c ^�� £i'�'.:t�-5i,.ti:_. i.�?�Zn..:>:. ;7,^_ 'ir::�r�:.�:.:.�;�`.'-'.':a�s:>"«" ._s.uia`o:.a:^�'..'.�"E;.�t::'ir�.�i�:�..,......rr��,!:-:i:"-'�'�...":ir�..s,�...�.�':i:a�,.xti.,is'u"�.-.+mZ�.�:'- _:s_,:._.... . ._.�.�3':>-:.4i':"�'�"'�-��.-`,"�u.�� . Jdb Address '�p�j 3(o j�1� �I 1/G . ►'1 �l F— � uLa!# �!^� %'� subo�� - pa�er# OZ'Zto'21"��Oo ot��tnD0�1� � _._. ... . _.. . �.� _ ....:z:-:-. ,.•-. � -,.�,. -�.�_ �,�-:� ...,�.:�.,�,�� x.,....-�.�.>r..��_ ..�..r--:-�-,.�,�-. �, C,�.:..'�!f"°.W...-.�'�"�"..:�:x-..�._..°:�:'::ns�:c._.,:�w,.,�..y:,"�.ts."�'�"`�."E. at+""�`= - ��x:@S:_.u.,.:.�."'3t'��^i� L.�"::�lZ::.:t��:.'a.�.a....�.�.'��.c..'S'�.:::.�'.+��.w..- _rhra�::.'"L'; s. � Bio-Hazard Waste Sforage-ANNUAi. . ._ - � Fumlgaa#ian Tent • . ` � Comm Fashaust Kttchen Hoad/Duct � Hazarclous Material(71er 11 or RQ FacilRy}ANNUAL. � Canftalted Bum � Ftaod lnsfallatEan QEmergency Generator<30 kw Q LP/ tural C,as-Installation QEmergency Generefot a 30 kw Q LPINaturai�as A14ttJUA�Sale ,' � Fire Protection Malntenance-ANNUAL � Places of Assembly�Ah1NUA1. g �t�' em �n ec 8prinkler ` � D C7 t7 � Q Recreationa(Bum 9 Fire Alartn � D ❑ ❑ � � 5parklers Mood Cleantng Q q Ci 0 �� SpHnkler System Installatlons �/�/�� Hood Suppression � CI C� O � � S1andpipes{Sprin&ter Sys) � �( `E' fr � Fire Alarm Installatlon Q Torch Rooflng/Tar Kettle i` � Fire Pumps . Q Wasfe Tire Storage A13AICfAl. �, 8 Flamma#te Appncadan-ANNUl1t. �3Ctjp -- Valuatian of Project � Fuel7anks � � Qther: ' 1 ' �:�s a...�::c�";,4�tYF,i��'�a.y:;'st:'st`.�:n«cw"�":�::�::z�"'+:�Z"t"v3'�"°r.:t�.:�-5f3.`�`�: ,xx, ..�.,.. i's't�.`k.�::'s -:. �."t.,,�•�;.,� �; .. <�A s, ct.R.'S�'^-:.;*..�iu's?^.�?�:�;��."'.�,tif.^.�'�i:a:iT�.�:z.�'w-.'.°,�*..�.""�'.:�:` €:anfractar Cornpsny Sig�ature Registered Yl N� Fee Current .Y!N �'�� - P� Address. " �icsrise# tY _ � ,_ � ,��, �.. - . �� F. S1 Er�t reIC1AN Rerns sred Y/11! F .��._ 4' 9 $ �Gurrent Y!t�T� Address . License# � PLl1MBER - Camt��Y �,� � � Sigr�aWre �.,�- - ��-- Registered __.Pd �Fee�Currerit _::��_� � A@drsss �L License# v Q �,� . � �9 � �. MECHANICAL Company , s S1gi�atute R istersd Y 1 N Fee Current � YI M1I � ` • _. � Address License# � � �THER Company �� i �"slgnature Registered Y/N rFee Current T Y/N � ��, . Addr+ess � Ci �(�'"�_ � - ''j 'c_�s'�:=-rF"FZk'$�..'�"L3i4Y.:-.,d:tt:.:n ,; .^ �..� ,. .�c.,;...k. -,:..:.-.,^s:,•--.. -.�..,�_..;.�, . . - .. .a.:s..:...,�r:�"a�:'�a::i��"r.`�Rk"..�'�''-';J«.,i:....,.z-:..�.—�—"_S�m'�ce.:..:�"C�a'_...`.ar,�.r�.�L�vt,,�L"'`�r:..��i�'�.�'it!:�"��•� , JII2Ch0f16: , �� '�r Ffli out appitt��on ctimpletety. , OHmer&Contractor slgn baak of eppilcation,natarized(Or,copy of signed contraat with owr�er} if aver$25bQ,a Notice of Cammencemerrt is raquited{Mechanical work uver 3594p) � 5uppiy iw�s(2}sets of Qrau3ngs wifh appi3cable docutrisn#afian � Allow t0-14 days for reviewr aRer subrnittal date. Parcai#-obtained from Praperty Tax M1fotice(httpJ/appratser.pascogov,00m) F� £^ s'� 5 �„ � II . . 4 � j I ( � N4TIGE OF QEED RESTRtC7'lt�NS: The undersigned unelerstands ttta#this,permit may be�ubject to"deed"�est�ictians° �_ h which may be mare r�s#ricfive than Counfy regulations. The undersigned assume�responsibility fior c�mpliance wifh any ` I applicab(e deed restrictions. � UNLiC�MS�D� CONTRACTCFRS.AND CONTRACTOR FtESP�NSIBILII'IE$: if fhe owner has hired a con#ractar or contractars ta undertake work, they may be required to:be licensed in accordance with state and local regulalions. If the ;' ,contractor ls nat Itcertsed as requ�red by taw, t�th the ouvner and contrac#or rt�ay be cit+ed for a misdemeanor vitilafion under state taw. tf the owner.ar intentled`contraator are uncertain.as to what 1(censing requirements may apply far the P intended wark,they are�dvised to cantact fhe Pasco Counfy Building (nspection Division--Licer►sing Sectfon at 72T-847- �300�. Furthermore, �f the owner has hired a con#�actor or con#ractors, he is advised to have the contractar(s} sign ' ' pofions of�he °contractor Block" of this application for which #hey will be responsible. If you,,as the qwner sign as the contractor, #l�at may be an ir�dlcatiart thaf he is nat.properljr I�cer�sed and is rtot entitled#o pertniffing p�€vileges in Pasco Count�. � `� ,�; CONSTRUCTION LIEN LAW(Chapt�r T13;°Ftocida Statutes,as amended). 'if valuation of work is$2,500.OQ or more, 1 ;; certify that 1, the applicant; hsue beerr.praviated i+v�h� a cripy af the °�torida Can�tructian Lien Lav�Homeownei's Protectian Guide° prepar�d by the Flarida..Departrtient of Agriculture and Cansumer Affairs. If the applicant is someone i� ather.than ihe"owne�', 1 c�rtify#hat t have obtairieii a cc�py of the..above described document and pramise in good fait�,ta ''� detivar.it to the.°ownef'prior to commencement. , `; - GONTRACT4R'S%OWNEFt'S AFFIDAVIT: 'I ce�#ify that all the informatic�n-in this applicafion is accura#e antf fhat alE wc�rtc will &e clgne in cornptiance vuith.:att applicable laws reguiating cansMactton, zoning and iand � � �- development. Application is hereby.made to obtain a permit to da.work.and instapation as indicated. 1 certify ! that no.vuork ar ir�s#allafion has comrr�ertced prit�r to issuance af a permif and that a11 wcsrk vuill be performed to =, ` meet standards of�.alt taws tegutating construction, County and City codes,. zoning regulations, and land r, development regulations �in the jurlsdIction: ! also cettify that ! unders#and that the regulations of other . government agencies rrtaY apply#o ttie iiifen�teti work,.and fhat it is my.responsibility#o idenfify what ac#ions i must-#ake-to be in compliance. !f 1 am the AGENT,FOR THE OWNER, 1 pramise in good fa�#h#0 3ri€orm the owner af�iis permitting conditions se##orth in '' � this afffidavit ior ta commencin construction. i_ understand that a se,arate �� pr � g p permit may be requirecl for electrical work, plum6ing, signs, welis, poals, air conditioning, gas, or,other installations nciY specif�ca!!y included in the applicat9on. A ,- perniit issued sha11 be consfrued fo be a license to.proceed with fiie i+vark and not as.aufhaiity to vialate,cancel, alfer, or < sef aside any prvvisions of the technicai_cades, nor shall issuance of a permit prevent the Building Official from thereafter "" requiri»g a correction iif ermrs is►pEans;construc#on�or viofa#tc�ns of any co�les. Every_par�ni#issued shall become invalid ` uniess fhe vvork autho"rized by such pecmit is commenced witNin six mcrnths of permit issuance, or if work authorized by °� the per'i`nit is suspended or abandoned-fora period of six�(6}manths after the#iine fhe work is commenced. An eactension may=be requested;�in writirig, from fhe Building Official for a,periodLLnot fo exc�ed ninety{9p}.days and wiii demonstrate , justifiable cause for'the exkensian. If work�ceases fo�ninety(90)cansecutive days,the job is considered abandaned. �' _ " �; WARMING TO OWNER: °YOUR FAILtJRE TO RECORD A NOtTiCE OF CQMMENCEMENT MAY RESULT IN YQUR �? �PAYING TWMCE F4R IMPROVEMENTS Tfl Y�UR PROF'ERTY. IF 1tOU!N1'END TO OBTAit�FINANCENG,CQNSU�T �, WITH YI�llR I:�NaER OR AN A7Tt}RNEY BEFOR�RECdRDiNG YOUR.NtJTtCE QF CBMMENCEMENT t` FLORIDA JURAT(F.S.117.03) " f;' � �� OWh1ER OFt A�ENT �i.iNTRACTOR l S ��((f t r^_S_ ;. �ubscribed and swom ta(cir affirrneii)tiefare,me thls Subscribed and swar�to,(�o�riaffirmed)before me thls a�� r ' bY Fe,��S by 1S�t�+�tG�a�:-�-x�-a-�— i: Who istare personalEy knourn to me or has�produced �a�e Gersona�v knowry,fo me�ur hasThava pmduced ;- as identlticadon. as identificaHon. �` � - NoCary PubNc � Notary Publfc �� Commisslon No. Commission No. � G C� I�.i�C�� `. �<. Name of Notary.iyped,pAnted or stampeci Neme of M1latary typed, dnt,� &lamped KqREN A.ARCUNI y�p � .h� t��'. ;�.�.o': Notary Public-State of Florida �' ;•: `•: Comttirssion#G616$091 �., :'�,"+ �,�P`;'My Comm.Expires Dec 14,2D21 ; �••%��);.�`��•'� BandedlhroughNallanalNotaryAssn. �s � � �', �, ��.. ' S., (< � ( �,. �( k�. �. i' . §� rM1c i ;�. ZEPHYRHILLS FIRE DEPARI'MENT � 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE USER FEES increase 1/1/2018 Oc�upancy No.: ^ Plan No.; Contractor: A�sso c�� -W�...9 Business Name: �.e,1✓c�n. � Billing Address: Biisiness Address: �23 �� . gi�o Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- Ed ucation,healthcare,D e tention&Correctional Public Assembly,Business, schools, � Storage,Mercantile and Churches i �Site Plan N/C Industrial. no charge Sprinkler $50 ;Multi-Family/Commercial .03 sf up to 800 sq ft $ 24.00 Standpipes $50 �(Minimum Charge$24.00 801 -1,500 sq ft $ 34.52 Fire Pump $50 �I`Plan Revisions DBL 1,501 -2,500 sq ft $ 60.02 Hoods $50� I 2,501-3,500 sq ft $ 90.02 larm $50 ' SPRINKLER SYSTEMS 3,501-5,000 sq ft $ 127.52 LP Ga �0-25 Heads $50 5,501-7,500 sq R� $ 187.52 Natura Ga $50 � -26 plus Heads $100 7,501-10,000 sq ft $ 262.52 Fuel Tanks- Per�ank $50 STANDPIPE SYSTEM 10,001-15,000 sq ft $ 375.02 Sparklers $100 ❑;'Per Riser $50 15,001-20,000 sq ft $ 525.02 Fire Works $500 FIRE PUMP 20,001-30,000 sq ft $ 750.02 Camp Fire(recreation $25 i �'Per Pump $100 30,001-40,000 sq ft $ 1,050.02 Controlled Bum(15da; $100 ;FIRE ALARM SYSTEM 40,001-60,000 sq ft $ 1,500.02 Hood/Duct $50 �0-25 Devices $50 60,001-80,000 sq ft $ 2,100.02 Place of Assembly $50 nnnuai 80,001-($2,100.02)per ;26 plus Devices $100 ea add 1,OOOsq ft $ 0.06 Fire Protection $25 SUPPRESSION SYSTEMS (Business closed until Flammable Application $50 ,annua� ;Wet $50 violations corrected) Waste Tire Storage $50 Annuei j Dry $50 SPRINKLER SYSTEMS Generator<KW $100 I ;CO2 $50 Hydro Undergrounds $45 Generator>30 KW $100 ?Other $50 Hydiostatic Test $65 per system Bio-Hazard Waste $100 Mnua1 KITCHEN EXHAUST Acceptance Test $45 Per system Fumigation Tenting $50 �,Hood/Ducts � $50 Hydrant Flow $75 Torch PoUApplied $50 OTHER Haz.Materials $50 nnnuai LP InstallaUon pertank $50 FIRE ALARM SYSTEM 'Fuel Tank Installation $50 System Acceptance $50 Pe I Acceptance $50 atural Gas I lation OTHER Flre Wall/Smoke W `��erwali � Spray Booth $ LP G • S' per tank $25 persystem Tent 10'x10'or greater $15 pertent Fire Pump $45 Fire Suppression $30. System Acceptance Exhaust Hood/Duct $30 �Re-inspection DBL (other than annual) Inspection scheduled DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Acce $50 PLANS TOTAL � INSPECTION TOTAL� PERMIT TOTAL� , GRAND TOTAL S Comments• Date: � •�� • r f! Inspector: nm �� FALSE ALARM FEE � � 1stAlartn N/C 2nd Alarm N/C 3rd Alarm N/C 4th Alarm $100 5th Alarm $150 6th Alarm $200 ' NON COMPLIANCE $150 Cont.Annual Inspection Fees 3-11 Units price per unit $ 5.36 12-25 Units price per unit $ 4.82 26-50 Units price per unit $ 4.29 51-100 Units price per unit $ 3.75 100 or more Units price per unit $ 2.68 Fire Safety re-Inspection types First Re-inspectioi N/C �Second re-inspect $75 Third r�inspectior $ 125.00 Inspection scheduled but cancelled 24 hrs $ 50.00 TOTAL � � nm _ � CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 19375 r +� ELECTRICAL PERMIT �, � ` PERMIT INFORMATiON = - � LOCATION INFORMATION Permit#:19375 Issued: 2/26/2018 Address: 6386 GALL BLVD Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: Total Fees: Subdivision: CITY OF ZEPHYRHILLS Amount Paid: Date Paid: Parcel Number: 02-26-21-0000-0100-0041 CONTRACTOR INFORMATION OWNER INFORMATION Name: SOUTH CENTRAL A/V Name: S & L PROPERTIES ZEPHYRHILLS LLC Addr: 1414 TECH BLVD Address: 2651 KIRKING CT I TAMPA FL 33619-7665 PORTAGE, WI. 53901-9511 � Phone: (813)605-5668 Lic: Phone: (608)742-2893 Work Desc: LOW VOLTAGE DRIVE THRU SPEAKER/LOW VOLTAGE MUSIC SYSTEM � APPLICATION FEES INSPECTIONS REQ ED ROUGH ELECTRIC CONSTRUCTION POLE . PRE-METER _ J'/� FINAL �i� �J i�� , - � � REINSPECTION FEES:(c)With respect to Reinspection fees will ply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications and Fee Must Accompany Application. All work shall be pertormed in accordance with City Codes and Ordinances. CONTRACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ' \ _ - , i � ` � , , , l . ...--. _ . ._ _ , ..._ . I . , � City of Zephyrhills . . � Uniform Notice of a L w-Voltage az System Project/�,75 � � Owner's/CustomerName �`!S e �Y #—y0^ Address r � City �r� S St "Lip � Z � - Phone ~ E-mail Contractor Lic.#��L�� Address � � �e . City p� ` �_ St Zip �� Phone O l3 L/J�J�� atePr jectCom lete Scope of Work:��S `�� . � �' S . � C� Signature• • � er or tenant or cto authorized representative ' Notice is hereby given that a low-voltage alazm syst project has been completed at the address specified above.I certify that all of the foregoing in ormation is true and 10/1/13 ecflon 553J93 FS � City of Ze�hyrhills. ,' ' Uniform Notic of Low-Volta A1 m System Project 3 , � Owner's/Custo?e�Na/�_n 5 �'�'� �L�9--- � � - Address J Y� � City I" � S St Zip � � Phone E-mai � Contractor Lic.# � l Address � ' st z�P 3�� city � Phon ^�� DateP jectComplete .�� Scope of Work: �•G � � � Signature: � e r te t o contra r authorized representative Notice is hereby given that a low-voltage alarm sy m project has been completed at the address specified above.I certify that all of the foregoing information is true and accurate. 30/1/13 section 553.793 FS Xi. ��-7$o-oo2a City of Zephyrhills Permit�Application Fa�c-813-780-0021 • Bullding Department ;�� Data Received • � � �Phone Gontactsfor Pecmltting ^ - ; Owner's Name Qwner Phone Number Owner's Address u!/w' - Owner Phone Number � �� t y Fee Simple Tittehalder Name �`� � � � Qwner phone Numbet � � } Fea Simp(e Titlehatder Address � � JOB ADDRESS LQT# �� SUBDiVES10N �� PARCEI:!D� } � (OBTAINED ERQM PRpPERTY TAX NOTIG6) WORK PR4P�SED , iVEw CONSTR' ADDIALT � SlGN �Q � Q DEMOLISH �, e 1NSTALL 8 'REPAIR PROPOSED:USE Q SFR Q ' GON{M C,� QTHER TYPE`Of CONSTRIiCTtON [� BLOCK - Q ' FRAME � STEEL [�. DESCRIPTION OF WORK ` � ''c�� `D� i7W L��C� 11�Jt�� - {, BUIL"ptNG�SIZE � SQ FOOTAGE�• HEIGHT . QBUILQING �9i�-� VAI.t1AT101+�'OF TOTA�CONSTFtt1GT10N' , � , � . , �. ELEGTRICAL � � AMP SERVlCE Q PROGRESS ENERGY � W.R.E.C. �.; QPl.UMBlNG (>� ; L QMECHANICAL �� VALUATION QF MEGHANlCAL.INS7AlLATlQN , � . �,;�]GAS Q. ROOFING� [�] SPECIA�TY 0 QTHER FiN18HED FLOOR ELEVATIONS FLOOD ZONE AREA QY.ES NO • :BUILDER COMPANY SIGNATURE REOISTEREQ Y/ N FEE CURREP 1f/N. . �. Acldress -i:icense.# � � �T=-:fLEC,TRIG1i4Ft COMPANY ;�;.SIGNATURE REGISTERED Y/ N FEe cuR�n Y/N. ��- Addra�ss ' License�# � � � :.r: _ �� P.lUIIfIBEit.;: . C0151IPANY> ;;��'SIGNA•T.URE � � REGISTERED Y•/ N • FEE CURRE� , Y/N ,�.. Address License#'� � �....MECfiANiCAI: ' � . . COMPANY ,.�"SIGNATURE''' ` ` REGISTERED Y/ N FEE.CURRE� , Y/N . '~ Add�ess':== - , °, ' N , , License.# �� : � , �t:w:F' ` . . ... . _ . . , � y ' ':�-4IHERY..�,7.:; ;,•' •; - . , 'GQRidPANY , l�"'SIGNA7URE:�;c'r':� �.� �. �:� ' :,' '% ; . - - - - ''"' REGISTERED ' . Y I,N- FEE-CURREA' Y/N �'� `�ts.:r�5rr��r"" ,.'- . , .. . _� „ — , . . . " � ;s.. �sidress., =:i5•. ,,<:z� - - • - - -License# �— � F'J" �..�� }r. d%,.:'A ' ' . . . . �. a . . . •- _ '".R2.}.S4::a'� ., "»t.� ' {4-`i2ESlC)EN�Al:�-:�Attac#�„{2j,Ptot�Plans;"2 �ets=of�Bulldlti '�E?laits• 1��set�of�Ene `F` .. ,:•:: .,. , � . . � .s=• { }�._.- 9'- *( )' j9Y: or'rtis;:R-O.yV Permlt;for.new,c�nstruction, •:��,M�.�,�y p,�yiMi�nfmumj�ten;.(t1Q);�v�o,�king'�'days;after'si�bmittaGd�ite.'.Reqaired''o`nsite;`GonstrucUori Plans,°Sto}mn.water Pl.a�s w%Silt Fence installed, �� ':✓. 4.� . . _ .�, : � . Y. Sanitary,FaciUties�&;�1Mdumpste�;8it�Wor,tc.Permit-for.•,subdivls'io�s!large;proJecGs -,. �-- " - � �~�'��CONlMERCtAL Attachi 2 com�Iete se#s of BuIldin Plans� tus a�ife Safe Pa e 1 sef af Ene Forms.R G-W Permit for new construc�on. I��:,�.� � )` F 9 P tjr g ;{ } rgy '�'=='_� - Mtnimum ten(10)working days after submittal date. Required onslte,Constructian Plans,Storrnwater Plans w/Silt Fence.installed, �'rY;°�.,. Sanitary Faci!lBes&1 dumpster.Slte Wotk Permit fof�ait=new.pin}ects.A!!commercia!requirements must�eet compiiance ~ SiGN,P�RiiRtT '",4ttaicli{�)sefs;af;Engi�seeied;Pfaqs;�j„-,r : �--- ��"., � : , - � ::._ =_ _ "`**PRORERTY SURVEY,regulred.for.all,NEW.canstruction._ ";;DiGectEviis: , s;�� ., i:>,; - ,. ;;.�::;" ��Fill,.out�applicat(on completely. � F'-.`.' •Q.tiirner&Gontractor.sEgn back of application,notad'zed {;�` 1f aver:$2840;_a Notice.of:Gommencement is required. (AlC upgradas over S750p) , i..:�, ,.>�.�.�.;;ww-�.r. : , ,- QgenY(for°the�contr'actoe)�or°Power of�AKomey�(for'the owner)would tie someone wlth notarized letter from owner authorizing same `,��rf^ 'TFFECCiUN'tER:PERMi't71NG... . � i:AYERz: f } _ ;.(copy..of contract<required) � , _ - :'Fter.'oofs`�if'sliingles ��k Sewrers Servlce Upgrades AJC Fences(Plot/Survey/Foatage) � -_`..�,_,,; ' , . 'Driveways-Not over Counter if on pubiic roadways.:needs'ROW ud :,�-�� ,-- .. ... . .. .� . �, ..KI,•C,�rir�;�•:��ri'+�- fd0�'ICE OF DEED RESTRICTIONS:- The undersigned;understands;.that.;this.permit rr�ay<,be.;subjec#�:to�"deed":restr;ictions"_;:'�;�„ which�;may�:tie�morerrestricfiire��tltan_Couraty regulat�ons ''�T.hef:undeasign�.d'�`assumes's��s`pans�bEC#jr'forf�:oiaipiia`rice=w�ti�fi:any '�=r° applicable deed restric#ions. � - � , __� " � �..?��"�',£�;;• ,:� •..; ..._. .�: :,�.:,•s,.:�:...:_: ,>.�,. ,_... UNLI�ENSED`=CC?NYR;pCTORS AIVD� CON'FRACTOR RESPQNSlBILlTIES: �If�•#lie>=owrier�>fias��iii�etl4�ascon#ractor or carifractars�to undecfake work, tiiey„may:�:be 4re.quired;:to be:licensed�in accordance.with.state and:�tocal:;regufations:-rif;�tiae=�`_�:>� , contr.actor is=not:'licensedras-.requi�ed by.'I`aw; botli:fhe owner:and"conti�actor`°:may�be�ci��`dY'fo�}�a��misderr5eanor�violatlon:• = � under sta#e law. If tEte awner or intende�;�c.ontrac#oc are-uncertain as.to,what.l3censing�requirement��rnay=:apply�:for�#Fie:-�''�.' }K C'i � ' �:t+y,. . . . . , ._ .. Y 4 . N. r intended waGk,.they:are-advised to cantacf��he Pasco_County'"Building:lnspection`Divisian licensing Section af'Z27.84T- � ,; ,, 8009. "Furthermore, if the owner li�as=fiii�ed'��a�cotitractor or canti�actors, he�is adv�sed�to°�zhaue ttie.,,contractoc{s,};�.sigr;�;;,;,y,�. 2;; +' portions of the °cantractor:Black� of this applicatian-:for-which�;they�will:be.responsible:�> If_ybu;as`ftie`.�:owner"sign;'asr}the`�`��;�; ;' ...f....:_....... contractoc,'ttiat_may 6e an indicatiori a�hat he•is not prope�ly licensed�and�is not entiffed�to permitt�ng privileges in,,Paseo==,;r r� �;j �; County. -- - , . ._. . , ,. . , �,,.� ':= ;; TRANSPORTATION IMPACT/.UTILI'TIES�IMPACT AND RESOURCE RECOVERY FEES: Tfie unde�signetl under,stands._ �y `.; i, tttat Transportation irr�pact Fees and Recourse Recovery Fees°�may.�appty to,the construc�ion.of:new.bull.dirigs,�cha'��i`gerof;r"''.,�; {;° �� use in existing buildings,<or�expansi,an_of;°:existing'6uildir�gs, as specified in Pasco County Ordinance number 89=07_an'd '� �'� � 90-07, as amended: The�undersigned a!"so understands,�that such<.fees, as�may�:be.�due;-witf tie;-identi�ed°at�fh�ery:tim�e�`.af�4�'�'`"�' %.� i° permitting. tf is furtherunderstoad ttiat�Transportation�impact �ees�•and Resource��Recovery Fees must be paid prior to ;, �:� ;� receivfng a.°certificate pf occupancy° or fin�l.power release. If the.project.does not i�volve:a certificate of oce�pan"cy';o��';'� "� �,� fnal_power releaser�the.=f.ees-m�ast be:.pa�d prior to permi# issuance.;.Furtherni~ore�.if Pasco Cau�fy.Water/Se._w...er:.lmpact.-.�„' ` ' ; ;; fees are due,.tliey;;;must be;paid prior to permit issuance.in.accardance wi#h°applicaple_:Pasco�County ordinances.�y � � �; GQNSTRUCTlON LlEN�AW(Chapter 713; Ftar�cla Statu#es,�s amended}.� If valuat�on of work is�2,.500,00=,o�r more;rl:7+,,= .; ;: certify that I, fhe applicant,_have been provided with-a copy��of�the:"Flo�ida 'Cons#cuction.�Lieia Law:"Homeowner's� ' �' Protection Guide" prepared�by the Florida Department of Agriculture and Consumer:AfFairs. !f the applicant�isx someo�e:..., ' other than the°owne�',;I certify.that:I:haVe obfairied a copy of the abave,describetl�document-and promise�`in goa.d':faith fo�J; deliver.it.to'tfie:"own.er"�prior:.;ta.cominencement. � GONTRACTOR'Slt}WNER'S AFFIDAVIT:>�l,certify�tliat'a1F tfie iriformation'in this applicat�on is accurate and that atl"inrark will be done in compliance wi#h all applicable�laws regulating construction, zoning and,land-develapmen#. Application;is � hereby made to obtain a: permit:to�.do_�work-artd. installation.as��ind'icafei3. ! certify fha# na wa�k or.ir�stallaf'ioi�$has - ; commenced prior to issuance of a p.erniit and`th'at all work wiU be perFormed ta.meet staFldards-of all laws regulating ., �; oonstruction, County and City codes, zoning regulations, and land develapment regulations in�_the jurisdiction: ��1:�a1so ` certify that E undeestand thaf the cegulations o#other gavernment agencies may apply to the intended work, and that i# is r�, i; my responsibility to identify what actions I must take to be in compliance. Such.agencies include bu#are npt�limited:to:, � `` ,'.; - .Depariment of Envirorimentat:`Pcotectioii-Cyptess Baytteads; Wetland Areas and Envirot�mentally Sensitive �r �� l.ands,Water/INastewater Treatment. ' j_'` '� - Southwest Florida Vlfater Manag�rnent Distcic#-Wells, Cypress .8ayheads, Wetland Areas, Altering - n:; ;� Watercourses. , � ' i-, i; - Army Corps af Engineers-Seawalls, Docks, Navigable 1Naterways. `�;:; ;.; - Deparkment-�of Health.,�.& Rehabilita#'sve Serv�ces/�nvtronmenta!�:Health Unit Vtlells, Was#ewater Treafinent; � � - . ;., Septicz7anks: �� ' + - US Envtronmentat Pr.otectfon Agency-Asbes#os.abatement. , � °, - Federal Aviation;Au#hority-Runways. t !unders#and that•:tlie following:res#ricfions apply fa the use of.fill: , ; - Use of ft(1 is not a(tawed in Ftaod Zone"V°uniess expressly permitted. - }_ - If the fill material is to be used in Flood Zone "A", it is uncferstoad that a drainage plan addressing ai "compensating volume"wilE be submitted at time�of permitting which is prepared by a professianal engineer; � licensed 6y the Sta#e of Florida. - If the �U materia! is ta be used in Flood Zane "A"' in connection with a permitted building using stem walli construction, I certii'y:that fiit will be used only#o fill the area within the stem walt. . ;�, - If fill material is to�be used in any area, I certify that use of such"fill will no# adversely affect adjacent� � ` properties. 1f use of fill is found ta adversely affect adjacent properties, the owner may be cited for violating; < i ; the conditions of:the.':°tiuilding permit issued under,°the�attached pe�mit:ap.plication, for lots less than one (1)�, "r i � acre wh�ch are eEevated by fil[,an engineered drainage plan is requi�ed. �,r s , 1f i am the AGENT:FOR.TFIE_OWNER;-t.:promise in�good faith#a inform_the awner of-the�permi#ting-aonditians set forth in; � ;'�: j.� this a�daVit prior to commencing construction. ( understand that a,.sepa�ate permit may be requPred for electricat wor�C,! '�s plumb3ng, signs, weits, poal�,.-air conditioning,.gas,. .or ottie"r''in`sfattations nat specificalty included in the apptication: A.;, :r, ; r� �:i permit issued shall'be construedtto�tie a I'icense?to proceed witli�fhe work�-and not as.autfiori.ty.to vtolate,.cancel, alter, or? ��" � set aside any provisions of'ttie`fechnical codes, nor sha11 issuance of a permit prevent the Building Officiat from theceafter j '� �i� requiring a correctian:�,of�eceors�in.plans,'�coristruction or vialafions�of any.codes:=�EVery pe�mit issued shall become invalid; `;' f i unless the wark autnorized by such permit Is commenced wi#hin,six-mon#hs af permi#issuance, or if vuark authorized by j. � �.� the permit is�suspended:.oc.abandomed for:a�p�eriod.,of six(6}.triqaths after the time the wark i�aommenced. An eutension ; -_ ;, may be requested, in�wci#ing, fcom the Building�Of�icial for a period.not fo exceed ninety (90) days and will 8emonstrate � `: j j justi�able catase for tfie e�ttension..;If.wor-k-ceases for ninety(94}consecutive days,the job is cons�dered a6andaned. ; ;�' i,! ' � . � �:; 1 i WARNtNG TO OWNERi YOI�;R::FAILURE,:T,O'.R�CORD:�A_IdOTICE,OF GOl1lIMEMCEMENT�MAY RESUI�T IN YOUR; �`:-; �_� � .:.r,�. ... . .��, z, . . PAYtNG'NIIICE.'FCiR,�tMi?i3,,,01/EME�#TS;�TOYOUR:�RROPERTIf:, 1FYOEi:IN'�END'TO�OBTAIN FINANCING;C�4NSULT ' " ' j WITH"YOUR'LENDER-OR AN ATTORNEY BEFORE•RECORQING'YOUR:NOTICE�'O��COMMENC�MENT, - - - —- ti �,`::- i= __ F[.ORt[?A-JtJRAT(F:S.-11T.fl8) - . . . - i r OWNER OR AGEMT CONTRACTOR '.. Subscribed and'swam ta{or affltmed)before me thls Subscribed aod swom to{or aifitmei!}before me#hts -- ' - by �by Who Is/ara personally known to me or has/have produced � �.Who is/are personally known to me or ha$/have produced � - as IdenUficaBon. as lden#iflcatlon. , Notary Public tdatary Publlc Comm€sslon No. Commisslon No. � � Name of EVotary typed,pr#nted or stamped Name of tVo#ary#yped,pdnted or stamped :;R � s��-�saoozo City af Zephyrhills Permifi Appiicatian Fa�c 813-780-oaz� • Building Department �. Date Received .phone Contact�for Perm(tting � �� l , i � � Owner's Name ` 1/ E��-`l Qwner Phone Number ' Own�r's Address 1(J� V b l5�1/v Qwner Phone Number � � Fea Simpia Titieholder Name� �- � Odrner Ptione Number � � . Fee 3imple 7itiehaider Addcess ; , �_� JOB ADDRESS LOT# SUBDtYfS10N � � PARCEt�1� � (OBTAINED FROM PROPERTY TAX NOTICE) � WOftK PROPOSED . NEW-CQNSTR ADDIAI.T Q SIGi� Q � Q DEMOLISH ' e INSTALL 8 °REPA�R i PRQPOSECI:USE Q SFR [� 'CONIM � OTF4ER TYpE'OF CONS7FlUCTtOiQ [�' BLOCK - Q. FRAME Q STEEL Q. �ESCR[PTlON OF WORK ` � �� t��,��.� $' � O � Y E� � � s �' . � � BUlt�l}tAtG�SIZE SQ�FOOTAGE HEIGHT � ��'Q�NC'' $ � VA�t1ATiOt�!`OFTOTA�.CONSTR@1C310N # _ --� �_ELECTRICAL $ ANlP SEF2VICE Q PROGRESS EItilEF2GY Q W.R.E,C. f QPLUMBlNO $ i � � � QMECHANlCAL $ ' � VA�UATION OF MECHARIlCAI INSTAliATiQN } , � QGAS Q ROOFING �]_ SPECIALTY � OTHEEt � FINISHED FLOOR ELEVATIONS �'--_� FLOOD ZONE AREA QYES NO f { ' -BUELDEl2 CCtIVlRANY SIGNATURE REGISTEREp Y/ N FEE CURRE� 1(/N. �� Liaense.# � � , - f . �-.�. ELECTR[GtAN f. COIUIPAIVY a '.G�:,:SIGNATURE REGISTERED Y/ N • �FEE`CURREA - Y/N. Address ' , License# �� .: �zu�►s�R:f° � ` co��r� � - . �SIGNA�T.URE ` � " REGISTERED Y/ N. � FEE CURREA Y/N � ` . , Address - • License#�.�- � �..=MECHRNFGAl:�. . , COMPANY "�,"`SIGNATURE' � ` �� REGISTERED , Y/ N �E.cuw;en . Y/N . Attil�ess�.F> Liaense.#.� �: � �;:.�.:;r:. .�. _ _ ,,:..:QTHER�� >`:-° =.;• . , - � . " "'CQMPANY ��``SIGNIATURE;:-#,.:;� _� � - - 'REGISTERED ` : Y/.N- FEe cu�tEn' Y/N , ;•�.r w,:.,;.i�:. ,�,.: , ,. , . , . , , . � �_ I Aildress:= . , _ ,.4.. - - -::,;� _ . . ,.� ��. _ 'Licerise# `��. �,;RESEDENTIAl:?�W«:�t#acli�'2�"Rtiii:Plarisr�2. _� ,. . . �.:_..�:_.; `�:>��:��{ , . h - . x_ { )� , { ).�seCs`•of;Biilldliig:i?lans;(1)set`of Energy;Forins,>R,0-1?V J?eiiriit for q�ew.canstiuction, :;�>,.�:,�.:�,�f�Minimumwten�,(1'0);,woJking;�SJays�after:sutiiriittal;date....Re/�uiredonsite;"Construction`Pla'ns;StormwaterPla svii%SiltFencein led I':'>F ��^.....:,y...�5• s , r �'r. � M ....�� , n . , . $�I � �.=<_., �Sanitary;FacillGes-&�1�dwm ster Si�,e YVo rg p ] " r • +.:;_ .. ,L .. „.,�,.,.�;7__._,.,R P..�.:,;:.� ,:4:_.,r!e P..:ermit;for:�s�bdivls'ionslla e,; ro ects..._". '-<`-� .. , h'�=GO�II9ERCIAL At#ach(2j�comptete sets af'8u11iting`Pians plus a�ife Safety Page;{1}sef of Energy Forms.R-C1 W Permit fbr new canstnictlon. r;:,�� - Minimum ten(10)working days after submittal date. Required onsite,Constructlan Plans,Stormwater Plans w/Silt Fence,installed, 'F'°'-� Sanitary Facilitles&1 dumpster.Stte Wotk Permit foi��all-new.pr6jects.Atl commercia!requlrements must meet compfiance �:.;,'SIGN:pER�iJtT '"Attacfi=-{2}sets;ofsEpglneereii;Plans:;t$ ,� . . _ i ... , E;`';a' "'"*PRORERTY SURVEY reguired.,for,all.NE.W_.canstruc#lon._ f: �;�DirecUons: ..>;s_ .J �;:,�, .:. ,.. .. '`'` �'�Ffll<out:application completely., i'�• �Quimer8�G+ontractar.sign:back of appiJcat3an,notariied ��"�� if pVer:$2504;a Natice af Gommencement,ls required. (14/C upgrades over$7500) ;� _ . :�""�- A ent`for'�the'•cont'ractor nar�Power•ofAttome"for the owner would�tie someone wlth natarized letter from owner authorizin same 9 �.., ) Y� ) g s':;.- r l:;' - OVER:;TFiE�COUNTER�P�RMI_T�fiN.G,;.._,.., .;{copy:.of.cantract:required) �" :,`. `: �"Re�oofs�if;shingles Sewers `Service Upgrades A/C Fences(PIoUSurvey/Footage) , . .. "`Y:-:..•,.,)i:a�:`,ir ' .z . Driveways-Not over Counter if.on public�oadways::needs ROVU . . , ,_--- ; , �, . �-.�:.�� NOTICE OF DEED RESTRICTIONS:- The undersigned:undetstand �tk�a „ � • ��`N�'+``-��°��. . ; ,gs t�this,-pecmit�:may:,be;sub"ect.to,.;;deed,.{_r�'".s`tn.ction's-�;:,; _ ' _":}j. ,4<, .:-L--.=C= >:iy,•..>,-�,;s.;y;�.y,-.�qo..s;.{. `}:;;y.�,.i.;:ra ya�.�' �:.;` {�� ,a_, ..,r �'.:�"1.. t„2'.5_�.',=;a'.�i`, . �ch�::rr.iay,;�.e�more<restricf'nre.tl�atihCa�iity<regul�tioias:�'�Thezuni�ersigrieiY as:suixies�r�sponsititGty:far:cmrziPliance�uv�th::any�- , applicable.deed restrictions. � �<,�,:,F:,;. .:,�,;.�;_.` �.,:,..._,�., �:_:- ,, UNLIGENSED'~CQN�RAC'FORS'AND' CONTt2ACTOR RESPQNStBlLITIES:��1#�#he«arivrier��ias�'tiirec��a�:cQntractar ar cantractors�#o undectake work, fhey,.;may,be,;r.equiCed;�to be�ticensed in acco�dance:with.state and=loeab;r,egulations��:'IfFtr;i�e�y:"�::� � � contractor is=not°licensed�as required'by'!'aw,�tiotti��the ouvraer':and''contfacfor�;r•iiay�be��=cifed��foc�'a=}�iisdei�rieanorviolatian�- `" - " under sta#e law. If#he awner or.in#ended.contractac are uncertain as.ta what.�icensin c uire,mentsr�im:a:f,a•��:i� 'for�fhe�:�'��z�'' � 9,` ,�t..`,: Y'.RP..Y�� : : '�.�.��.p .�..i»�i�.. ._i -�.. .. ..,,y4,r .�.ti:�wls',+'. t,...: •1�1.�. � .�. . .� .. . � . intended wo�k;they.are�advised to cant�c#'�fhe Pasco_County;Building�:Inspect:ion:Division.,�Licensin�Section at 727=847-� .; `�.; :' 8Q49. -Furthermore, if #he owr�er has`fiireii-a��coiitrac#ar or cont�actors, he is advised fo`?have�#he,.coritractoc(s)f s�gn,;:.r,..;hy ,;.; ji portians of the "cantractor Block" of#his.applicatian for which.:#hey will:be-resp.onsible.<�If ybu,�ask;tlie�ownerYsign�:�asrtlie`�"�-'�`� - � contractor, ttiat.may 6e an indication�that he•is not prope�fy�licensed and��is not entitled�to permitt�ng ptivileges_in�Pasco;. ;;4 `�-� `� CbUttf}/. . , _, ,,, � - ' --,« .,;a,,�.:��<�.�:, F"., {f _ , - � TRANSPORTATION�IMPACTI.UTIL1'TIES IMPACT AND RESAURCE REC�VERY FEES:�The undersigned.understands ._ �'j :;s �` that Transportatiort tmpact Fees and Recaurse Recovery Feest may:apply to:the consttvcfron.af.new:buildliigs,.cFiartge£"ofi�``''� �_; ui use in existing buildings,.or•expaiision�,of•:exi5ting'6uildir�gs, as specified in Pasco County Ordinance number 89=07 a�n'd `.� i, :'� 9Q-OT, as amended: T:he•undeesigned also unclerstands,�#hat such;fees, as=;may�b:e•,due';=wif1`be�identifiedg�at:#lie-time�of£`i`=�'.';� �'` ;: permitting. 'It is further under�taod tFiat�Transportation�lmpac# Fees�and Resourae��Recovery Fees�must be paid.prior to � `1,� �: receiving.a."certificate of occupancy."�or�final.power release.�If the rprojeet.does not ir�volve a cei#ificate of occ�pancy:ory�`=��;� ` fna!=pawer rele.ase;�the�fees--must=be.paid prioc ta perr�iit issuance..;�urtF'termore,-if Pasco�.Covnty W;ater/Sewerf,iinpact':::�w-�; ` fees are due,ttiey.,must;be-paid prior to.permit'issuanee in_accordance-with'applicatile.p'asco County ordinances. � � ' CONSTRUCTIONtl�IEN�LAlN{Chapter.71�3, Flvrlda�tatut�s,as am�nded}: If valua#ion of work is$2,500.00>,ot;�.more;;l�r�;� � °' certifiy that I, �the applicant;.have been provided with�a copy,.,of.Mthe�."Florida Cons#ruction��Lien Law--=Homeowner's � Protection Guide" prepared�by tFie Florida Department of Agricufture and CansumerAffairs. If the appl�can#'is,some,one;t.: . other than the"awner�,,I.eerEify that I:have a6tain"ed a copy of thre above'describ,etl`,document=and,pr.amise=°in goa,d�faittii:to _. deliver.it.to`ffie:"owner"'p�io�.;to.co�imencement: ' � . CONTRACTQR'S%OINId�R'S A�FtDAVIT:,��l�certify�tliat'all�th� irifarrnation in thls applicafron 'rs accurate and that alrwark will be done in compliance with all applicable�laws regulating construction, zoning and land-d'evelopment. Application;is ,� hereby made #o. obtain� a .permit:to`-:do,�work-and_ installat�on .as'indicatetl. 1�certify fhat no �wa�k or:insfallafioi�r has � commenced prior to issuance of a p.errriit and��that all work will be performed ta�mee# standards-�of all laws regulating ;; i;� construction, County and City codes, zoning regulations, and land development regulations in�_the jurisdic#ion. �•!:�also ,r ;' certify that I understand that the regu(ations of other government agencies may apply to the intended work, and that it is ` my responsibility to identify what actians I must.take.to be in compliance. Such agencies include bu#are not limited�to:: �� j - .Department af EnvlronirienfaCiPr`otection-Cypress' Baylieads; We#land Areas and Environmentally Sensitive - s.� s j Lands,Water/Wastewater Trea#ment. � `` �- :.°� ;! - Sauthwest Florida Water Manag�ment District Wells, Cypress .8ayheads, Wetland Areas, i4ltering `:_�, $,j Watercourses. ' � � _ � - Army Corps of Engineers-Seawalls, Dacks, Navigable Waterways. . '� `` �.;� }�i - Department:of Heaith.,,� Rehabilitatiye �Services/Enviranmental �Health Unit VNeHs,�Vl/astewafer Treatment; • -_ Sept9c°Tariks: . ;', - US Environmentat Protectiort Agency-Asbes#os abaterr�ent. � '�� - Federal Aviation:Authocity-Runways.. ' ; I understand that�.thie foNbwing res#ric#lons apply to fihe use of fll: - Use of fi(I is no#a(lowed in Ftood Zane"V"untess expressly permitted. �. - If the fill material �is to be used in Flood Zone "A", it is understood tha# a drainage plan addressing ai °compensating volume°wil! be submitted at time af pertrtitting which is prepared by a professional engineer; -" ' licensed by the'State of Flarida. � � � - If the fill�mate�ial is to be used in Flaod Zone "A° in connection with a permitted buifding using stem wallt construction, I certify:that fill will be used only to fill the area within the.s#em walL , ! i. ` - If fill� material is to .be used in any area, I certify that use of such�fill wiU not adverseiy affect adjacent�- ; ; properties. If use of fill is faund tir adversely affect atljacent properties, the owner may be cited for violafing; � � : the conditions.of�the:building permif.issued under-#he�attached pecmit:.ap.plication, for lots�less than one (1)j "` '- e:; �; acre w hich are elevaEed by fitl,an englneered drainage plan is requi�ed. " ;� lf I am the AGENT:FOR 7FIE OWNER;I�promise in�.good faith ta inform the awner of_the permitting canditians set forth in; � :;� I� t h i s a ff i d a u i t p r i o r Y o a o m m e n c i n g c o n s f r u c t E o n. I u n d e r s t a n d t h a t a„s e p a r a t e p e r m i t m ay b e r eq u i r e d f o r e l e c t�i c a l w a r k,;. � lumbin , si ns, weits, aots,..air.�conditionin , gas„.or•atiier"instaliations not s ecificali mcfiuded in the a lication. A.' � �� P 9 9 P.,.. _, ,S P Y � PP ,. i�; � permit issued shall'be'�canstrued�to�tie a I�cense�to,proceed with'the..work:and not as.autfiori.ty to violate, cancel, alter, ar� set aside an y provisions of'ttie"tecttnical codes, nor shall Issuance af a permit prev en t t h e B u i l d i n g O ff i c i a{f r o m t h e c e a ft e r t ;��- � requiring a correctian:of-errors:in::plans;construction or,violafions°of any.codes.==EVery permit issued sha11 become invalid i ;,'� i�� unless the work author�zed by such permit Is cammenced within,si?c monttts af permit issuance, or �F�ntark authotized by; ` the permit is suspended;.or.abandoned for a•period:;of six(6)'rrionths after the time the work i�commenced. An eu#ensidn ! " ��7 �� may be requested, in w'i#ing, fcom_tfie Buildirig�Official for a period.not to exceed•ninety(90)�days and will demonstrate ; �; ? � justifiable cause for.the e�c#ensian. -If.work..ceases for nineiy(94}cansecutive days,the job is considered abandoned. ' ;'"; ��-� _ : , __ -, ; ,`. �.� 1lVARNlNG Tt? OWNER: 'YQU�R::FAi1�:,URE�,;T,O.;R�CORD_A_NOTICE.�F COMMENCEMENT�NIAY�RESUL'T tN YOUR � ;`° i`:" PAYtNG TWtCE�FOR�,IMp�,QVEMENTS�TO;YOUR-JPROPERT1f:. IF YOU::INTEND�TO-�OBTAIN;FINANCiNG;CONSULT ; <��, i �, r4. i , WITH"Yit�UR`LENDER�ORAN ATTORNEY BEFORE'��REGORDING YOUR�NOYI�E`OF�'C011AMENCEMENT."-- � ' �— Fl.ORIDAJUFtAT{F:S.-117:0�) -- . , . . .. . OWNER OR AGENT CONTRACTOR ,. I Subscribed and'swam to{or aflirmed)befare me thls 8ubscribed and swam ta{or.affitmed}before�me this � ' by �by Who Is/ara pe�sonally known to me or_has/have produced _ � Who is/are personally knouvn to me or ha5lhave produced � as Iden�fleaUon. as 3dent�ication. � ' Notary Public Notary Publlc Commtsston No. GommissEon No. � Name of IVatary typed,pttnted or stamped iVame af IVatary typed,p�inted or stamped CITY OF ZEPHYRHILLS 5335-8TH STREET � (sis)�so-oozo 19360 FIRE ALARM SYSTEM PERMIT - �= - PERMIT INFORMATION � �� - �`LOGATION INFORMATION Permit Number: 19360 Address: 6386 GALL BLVD Permit Type: FIRE ALARM SYSTEM - ZEPHYRHILLS, FL. Class of Work: FIRE ALARM SYSTEM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 Improv. Cost: 5,000.00 OWNER INFORMATION Date Issued: 3/26/2018 Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 200.00 Address: 2651 KIRKING CT Amount Paid: 200.00 PORTAGE, WI. 53901-9511 Date Paid: 3/26/2018 Phone: (608)742-2893 Work Desc: INSTALLATION FIRE ALARM (CULVERS) CONTRACTOR S APPLICATION FEES CARIBBEAN ELECTRI FIRE ALARM 50.00 FIRE PLAN REVIEW FEES 100.00 FIRE INSPECTION FEES 50.00 I � ^ n ,� t/ , � � � Ins ections Re uired RE A CEPTANCE Final FIRE ELEVATOR RECALL Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMME ENT " ''� �-l� ^- '_'•, .�. O TRACTOR'�tG—N TURE PERMIT OFFIC PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 813-780-0020 City of Zephyrhills Fire Fax-813-780-0021 Permit Application �„� Date Received 2'r.v� ` Phone Contact for Permit 23 �,—� � yf r:��..r�:a:s�-��'_:.,.��..... ...�.��..�._x:.:� - _.......��.....�-_�:_.._,�-- - - .____ .��---F-�_.��.�..<.--�:.r - -- . -�� _ y Owners Name 1 � �' ^'S Owner's Phone Number � � � Owners Address Fee Simple Titleholder Name Titleholder Phone Number � � � Fee Simple Titleholder Address - , E..�.,�,�--,�,��—�,... ,s.�-,:�--<e,......_,-..-,�-.,....-,.... ..:�. -,---.v--.-.-�.--,�---_---�--T,-�--. _ ,.r--�--�-F:;a .y..s,`..�..�...�,..�..:.:..,�:�- .. . .... .. . . .,. . _ ._.. -:,�"s=µ - - '�..`_"F-'.'^z—v�-'..�,--... '- - «. _ Job Address �J �� Lot# � Sub Division Parcel# , P:�.;.-.^sT-"�..r-�'^='f..-..�e--�-�._'�sv'-.^i-+-'-.s.�.'+-_"',^.,^.=;_^r:�:,---*rs-.--------s,£-• __ _ '-ir'_'^^^^..�^'�",'�',,,_- __ _."�c_"i�"""�.r__.r"r--R�-a."_"-^'- - '=�,.�.� r-�..�+m.a-...,--r. � Bio-HazardWasteStorage-ANNUAL � FumigationTent � Comm Exhaust Kitchen Hood/Duct � Hazardous Material(Tier II or RQ Facility)ANNUAL � Controlled Bum � Hood Installation � Emergency Generator<30 kw � LP/Natural Gas-Installation � Emergency Generator>30 kw � LP/Natural Gas-ANNUAL Sale Fire Protection Maintenance-ANNUAL Places of Assembly-AWNUAL � � � r � emi n er � i , � 0 � l Sprinkler � � ❑ ❑ ❑ � � Recreational Bum � Fire Alarm � ❑ ❑ ❑ � � Sparklers Hood Cleaning � ❑ ❑ ❑ � � Sprinkler System Installations aad'SIIpp ion � ❑ ❑ ❑ � � Standpipes(Sprinkler Sys) ire Alarm Installatio � Torch Roofinglfar Kettle _ ire Pumps � Waste Tire Storage ANNUAL � Flammable Application-ANNUAL �� _-CTQ Valuation of Project � Fuel Tanks Q Other: �, E::,:.s'.:��.'�!~....�-r�;;�- _ ,,��-��-.�—..,�-�-.`.. _z_ .. .�,.;,�-�._ - ,� - _ _-,�--.�.rc�..--,4-��fl�;,.__:.:_ a�-�-�...,,,.-,.._..�. 'i Contractor Compan � A� ��, Signature Registe ed Y/N Fee Current Y/N � Address : Licen # I ELECTRICIAN Company i Signature Registered Y/N Fee Current Y/N Address � License# PLUMBER Company Signature Registered Y/N Fee Current Y/N Address , License# MECHANICAL' Company Signature Registered Y/N Fee Current Y/N � , Address .` License# OTHER Company Signature Registered Y/N Fee Current Y/N Address License# �--"_"z..:.�•- _.w..�,v...<._. -- - - -<z--"_" -'�'-�=.___r� .��—�'- :.._..�.., Directions: Fill out application completely. Owner&Contractor sign back of application,notarized(Or,copy of signed contract with owner) If over$2500,a Notice of Commencement is required(Mechanical work over$5000) i Supply two(2)sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(http://appraiser.pascogov.com) li r� N�TICE�F DEED RE�TRICTtON�: The undersigned understands that this permit may be subject to"deed°restrictians" whicfi may be more restrictive than County regulations. The undersigned assumes responsibility far com�iliance vvith any applicable deed restrictions. UNUCENSED CONTRACTORS �iND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and lacal regulations. !f the contractor is nat licertsed as required by iaw, bath the owner and contractor may be cited for a misdemeanor violation under state law. If the awner ar intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasca Caunty Building tnspecfion Division—Licensing Section at?27-847- 8009: Furthermore, if the owner has hired a .cantractar or aontractors; he is advised to have the cantractor(s) sign port�ons of�he °contractar Block" of this application far which they wili be respansible. [f yau, as the owner sign as the contrac#ar, that may be an indication thaf he is nat proper(y ticensed and is not entitled to permitting privileges in Pasco _ County. CONSTRUCTION �IEN�AW(Chapter 713, Florida Statutes,as amended): �if valuation of work is$2,500.00 ar more, i certifjr that I, the. applicant, have been provided with a capy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Departtnent of Agriculture and Cansumer Affairs. If the applicant is sameane ather;than the"owner", I certify that I have obtained a capy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. � -� Ct3NTRACT4R'S/C1VIlNER'S AFFtDAVi'�: 1 certify that alt the information in this application is accurate and - that all work will be done in compliance with all applicable laws regulating construction, zoning and land devetapmenf. Application is hereby made ta obtain a permit ta do work and installation as indicated. 1 certifiy that no work ar installation has cammenced prior to issuance of a permit,and that all work will be perFclrmed to �I meet standards of a!I laws reguiating construction, Coun#y anc! City codes, zoning regutations, and land devetopment regulations in the jurisdiction. 1 also certify that 1 understand that the regulations of other � gavernment agencies may apply to the intended work, and that it is my responsibility to identify what action� ! ' must take to be in compliance. ' - If I am the AGENT FOR THE OWNER, I pramise in goad faith ta inform the owner of the permitting conditions set forth in i �� this a�davit p�ior to commencing construction., 1 understand fhat a separate permit may be required for electrical work, plumliing, signs, wells, pools, air conditioning, gas, or other installa#ions not specifically included in the application. A � permit issued sha!! be construed ta be a license to proceed with the work and not as authority ta violaie, cancel, alter, or sef as;ide any provisions af the#echnical codes, nor shall issuance of a permit prevent the Building Official from thereafter - requiring a correction of errors in plans, construction or vialations of any codes. Every permi#issued shall become invalid unless the work authorized by such permi# is commenced within six manths af permit issuance, or if work aufharized by � the ermit is sus ended or aba on or , p � p nd ed f a period af six(6)manths after the time the work is commenced. An extension may be requested, in writing, frorn fhe Building Official for a period not to exceed ninety�90} days and will demanstrate justifiable cause for the extension. lf work ceases for ninety(9Q)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAi[.URE TO RECORD A NOTtCE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IPITEND TO CIBTAIN FINANCING,CONSULT WfTH Y4UR�ENDER OR AN ATT4RNEY BEFORE RECQRDING YtJUR NOTICE OF COMNiENCEMENT. FLORIDA JURAT(F.S.117.03) � OWNEl2{}i2 A�ENT CONTRACTOR Subscri6ed and swom to(or affirmed)fiefore me this Subscribed and swom ta(or affirmed)before me this bY ' bY Who lslare personalty known to me or hasthave produced Who islare persanalty known ta rrte ar has/have produced � as iden6fication. as identificatian. Notary Public Notary Publia Commission No. CommissPon No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped � O r �V rt��r�unf_ � .�"a.r-�a =,�:.. =•�. ,,�,,,�...��. ...�, i.. _ 1>„w - �, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� C�9-Q.Q.I. � � Date Received: 2_�p—��j Site: l� �U 6 �!4-�C ��U� . Permit Type: ��' /y��S�� Approved w/no comments:L� Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �•k��—�---- ��2 o r� Gene Brown—Fire Safety Officer Date Contractor and/or Homeowner (Required when comments are present) �fL ZEPHYRHIL.LS FIRE DEPARTMEIVT � , 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE USER FEES ' - increase 1/1/2018 Occupancy No.: ^ Plan No_; Contractor:�p�,3�r+ �rz� Business Name: v �� Billing Address: Business Address: �3�'� C��-�-� 3�-�� Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- Education,healthcare,De tention&Correctional Public Assembly,Business, schools, • Storage,Mercantile and Churches ;Site Plan N/C Industrial. no charge Sprinkler $50 � ;Muiti-Family/Commercial .03 sf up to 800 sq ft $ 24.00 Standpipes $50 �(Minimum Charge$24.00 801 -1,500 sq ft $ 34.52 Fire Pump �;Plan Revisions . DBL 1,501 -2,500 sq ft $ 60.02 0o s � 2,501-3,500 sq ft $ 90.02 Fire Alarm $ SPRINKLER SYSTEMS 3,501-5,000 sq ft $ 127.52 LP Gas $50 8�0-25 Heads $50 5,501-7,500 sq ft� $ 187.52 Natural Gas $50 :26 plus Heads $100 7,501-10,000 sq ft $ 262.52 Fuel Tanks- Per�ank $50 STANDPIPE SYSTEM 10,001-15,000 sq ft $ 375.02 Sparklers $100 �!Per Riser $50 15,001-20,000 sq ft $ 525.02 Fire Works $500 ' FIRE PUMP 20,001-30,000 sq ft $ 750.02 Camp Fire(recreation $25 �i Per Pump $100 30,001-40,000 sq ft $ 1,050.02 Controlled Bum(15da� $100 ;FIRE ALARM SYSTEM 40,001-60,000 sq ft $ 1,500.02 Hood/Duct $50 !0-25 Devices 60,001-80,000 sq ft $ 2,100.02 Place of Assembly $50 Mnual 0,001-($2,100.02)per �26 plus Devices $100 ea add 1,OOOsq ft $ 0.06 Fire Protection $25 UPPRESSION SY (Business closed until FlammableAppllcation $50 nnnua� i Wet $50 violations corrected) Waste Tire Storage $50 nnnuai :,Dry $50 SPRINKLER SYSTEMS Generator<KW $100 �CO2 $50 Hydro Undergrounds $45 Generator>30 KW $100 �Other $50 Hydrostatic Test $65 persystem Bio-Hazard Waste $100 nnnuai KITCHEN EXHAUST Acceptance Test $45 persyscem Fumigation Tenting $50 ❑;Hood/Ducts � $50 Hydrant Flow 75 Torch PoUApplied $50 OTHER Haz.Materials $50 Mnual LP Installation per tank $5 M SYSTEN i Fuel Tank Installation $ ' System Acceptance $50 (Per Tank) $50 e ceptance $50 �Natural Gas InstallaUon $50 OTHER (Per System) Fre WaIl/Smoke Wall $15 perwall �Sp�ay BOoth $50 LP Gas $25 pertank Natural Gas $25 persystem Tent 10'x10'or greater $15 per tent Fire Pump $45 Fire Suppression $30 System Acceptance Exhaust Hood/Duct $30 Re-inspection DBL (other than annual) Inspection scheduled DBL and cancelled less than 24 hours Constructionlnsp. N/C Emergency Vehicle Acce $50 PLANS TOTAL (�4 INSPECTION TOTAL ,�'", ci PERMIT TOTAL� GRAND TOTAL b Comments: Date: � -�r • iX Inspector: _....� nin -_-----=_-.�__ .,_._.�__-.-_i_. __.._.�.---- -- _ '-�_ _---- __�_.._..--�-----. -__ . _:___.,__.�_- - �..._.., ,.�. ....�_.w.__.�...,_�....„.�._.._._..v_ �....._.�..._._ .� , FALSE AL/�RM FEE , 1 st AIaRn N/C 2nd Alarm N/C 3rd Alarm N/C 4th Alarm $100 5th Alarm $150 6th Alarm $200 NON COMPLIANCE $150 Cont.Mnual Inspection Fees 3-11 Units price per unit $ 5.36 12-25 Units price per unit $ 4•82 26-50 Units price per unit $ 4•29 51-100 Units price per unit $ 3.75 100 or more Units price per unit $ 2.68 Fire Safety re-inspection types First Re-inspectioi N/C Second re-inspect $75 Third r�inspecdor $ 125.00 Inspection scheduled but cancelled 24 hrs $ 50.00 TOTAL � , nin i INTE�L,lGENT�1RE Ct1NTR{�L UNlT&AGENT RELEASE CONTRC►L UNlT ERIES : _ ��9 .tv=.;;:;; ,� Wardware Featc�res • One onboard SLC/QCI.comrr�unicafion c�rrx�it that supports up 318 addressable devices! points; • Expandable to three SLCIDCL communication citcuits that suppot�ts up to 95d addressabfe devices/paints; - • Relsable and industry proven dedicated releasing pawer supply; • Six ded'+cated hazard zone LED indicators; • Convenien#USB Programming port; _:-. • Built in UDACTIDACT far remote monitoring; • Enhanced tactile response�or operator interface; • 4 x 2q character Liquid Crystal Dispiay(LCD); • Easy to read numericafi iceypad; � 10 Ampere(Amp.}Pawer Suppty tv satisfy . �YP�ca!r s' - fX-354t#wiih two optlonal RA}(-t d48T`ZaS madules _ � � SLC is capabte of NFPA 72 Siyle 4, Style 6,or Descriptioa Style?wiring&UI.C's oC�-a�oct�-e; Mirr.am's FX-3500 is a series af power€u! Enieltigent � Resettable auxillary pou+rer supply; Addressable Fir�e Alarm ConU�ol Units which indude • Four easy to read status queues with selector , Release Control Units {RCUs}. These panels are UL switches and LEDs for Alarm,Supervisary, , 864Rev 9 and ULC 5527 20'i'i listed forfire cantroi and Trouble and Building 8afety(Formerly Monitorj r�easing senrice. Input visual indications; The FX 3500 is rer�r3mmer�ded iar bafh neuv and ref�afit ' Suppotis up to seven rett�ote anttunciators; sper,ia!-h�zardlct�t�ca!-infrasitt�dur�asu�resslanfspeaal • Accessible mu�ifunctian RS-232 pott for: agent applications.Sm�it in endpsure size yet pawerful •5erial Communication interface enough to deliver complex pnogramrning raquirements, • RS-485 Intertace for remo#e L.CD/LED the FX 3�I is tulty expandable. Annuncia#ars and other devices; • t3piianat City Tietpotarity Rever�a!module for � The�X•3500 provides up to#hree addressable Signal ,�enfra!station manstor9ng. �ine Circ;uiLs{l!�'s-SLC or UI.0 s-Data Gammunication Links- DGLsj and connects up to 954 add►essable ,, � ; devicss�'points. Capabl�of releasing up to si�c discrete �f:�� p hysica l h a z a r d zones,t he F X-3 5 0 0 o f fers excep tlon a l @� vatt�e far compfiex instatlafians. �� 1 n�,.p Elegar►t canfiguratian op�ans by onsite iaptop,ar when '� < ; ��Bea — . required by the Engineer af Rsc�rd,by remote PC via ,� ` ��. n O � modem,the FX-3500 can be operationa!with minimal Q � r' ��kS , � se t up dme. f� �� ' j ' Pr rammin versatil" makes the FX�500 Series the t�.�' �� ^�. r -- : - 09 9 �Y' �4f.��-,f�•_ -'- f l.,,j �•�8. �7 ° -- ideal choice for dependable fire detedion, signaling � ��~" �,.�„� � z �.. ; r and protedian in indushiai,cornmercial and institutional o� u��i NY •�-��_._� `s buildings.Typically t�ese er�vironments requ�re�gent ,;.,_:� 8 �, _ based suppress#on salutions easlly managed by the s7oao s7ozo T,`ss�� . A - ; ;. `" FX-3500 IntelligentAddressable Re�ease Contral Uni� � ; CATA�OG NUMBER ' 5�94 � NQT Tp BE USEQ FOR IH9TALLATION PURPOSES. � Mltcan reserves the right to make chsnges at any dme withcut npitce In prices,colours,materials,campanents,equlprnent,specifications end modets and also to discontfnue mod�s. 8 i f � �' Mechanicai Features • The FX-3500 supparts both 8ush and surface � maunt applications; � Dimensions 26"x 14.5"x 4.2" 66cmx38amx11 cm - • Modttlar dispiay placement options; � • Fits up to 2, 18 Ampere Ht�ur batteries. • Durable CAT-30 lock and key. � Removabte endasure door. - � Easy acc+ess to all modules for serviceabiiity. Software and �peratiorta! Features Audible alann response within three seconds of activation in Advanced Protocol mode(when using Af'devices onEy}, •AP is a completeiy digita!protocat; •AP is an Intemtpt base protocol; • Individual LED Control; * Re�easing capability for up to 6 Zones • Supports Pre-ActionJAgent Raiease and Deluge Appiir�tions; � Supports up to 3 S!C loops and 954 points • Su�ports CLIP and AP System Sensor protocois; Sensors can be canfgured as: • Bui1t-in sfrobe synchtonization suppart for Alarm Input Mircam,PotterlAmseco,System Sensar, � Gentex and VYheefock protocols; ` ��°ri�� Grouped inpuks and outputs; • Verifled Alarm • NACs can b�configured as S1lenceable ar • Latched Superoisory Non-Silenceabie for both sign�ls and strabes; ` Non-La#ching Supervisory � Monitar • Graup bypass with buiit-in faise alarm . ��uble lnput prevention technalogy; • Zone Gounting; � Built-in DriR Compensation for AP protoaol; F)(_3gpp Features and 8enefits • Positive Alarm Sequence; • Configurable Signal Silence inhibit,Auto Signat • Cross•zoned or Counting 2one Smoke S�tence,Two Stage 4pera�trr�and One-Man Detection prograrriming to enabte retease by Walk Tesf; either counting active zone detectian c�rcttits c�r • Ftelay contacts for Common Alarm,Auxiliary! active cross-zoned detectian circuits(inctudes Alarm{pisconnectable),Common Supervisory uptions for single,double,triple and 2 different ; and Common Travbfe; inputs counting zones) t � Two event history logs comprised of a 40d • The FX-350�Series RCUs are fuEiy expandabie ti event afarm!og for alarm relatecf events and a to meet the demanding requirements#or { 400 event general fog for ail other events, mission critical facilities,bath inside ihe � high vatue asset areas and also in the office y environrnents. � Additianai Features � f: _ • • Campatible with!NX-10AAddressable � InteUigent NAG Expander Panel. �. • Supports Acclimate smoke detection sensors. i - � � [ lf//� o CAT.5ss0 j I/III�i. ��.F+�,� NOT TO SE USBO FOR INStAE1.AiiQN FttRPOSES. p8ge 2 of 4 � Optional Adder Modules RAX-1048TZDS Programmabfe t.ED Mnunclator Module � '* �:�i�. .'ic�-cG. °,-�;'�'� �� '- F , =:� �� p�::.�'= �:' ,u�� The RAX-1048TZDS Programmabia!ED Mnunciator provides ^ �"� r�^"�`=�� ;��;' �� " `. the FX-3500 with 48 Programmable Ala�m/Supervisory — ' �� "` �`''=� _'�=� �'�'�` �� 8i-colored LEDs$48 Trouble LEDs whlch can be configured as: "� "'� �'`�` '�� '- � `�"� Alarm(Red),Supervisory(Amber),Trouble(Amber)or Monitor '�� ' '` �� "� �x � (Amberj.The RAX-1048TZDS mounts in the FX-3500 endosure � �TM� r�s�r. "±� &;�;~,� :�S:=y �_... i ALC�696 Dual Loop Controller Module The ALC-636 Dual Analog Loop Controller Module provides two � � additional Signaling Line Circuits(SLC}to the FX3500 consisting of 159 intelligent sensors and 159 intelNgent modules per loop. ' �'� The ALC-636 mounts in the FX-3500 endosure. �� -_ � �"'; �•°;� �' PR-300 Polarity ReversaUCity Tie Module ��`� �'� The PR-300 provides outputs for city box and �' '� polarity reversal appiications. As a city tie module the "� PR-300 provides an interface between the control panel y=�' indicating d�cuits and a masterbox.As a polarity reversal modute �, the PR-300 provides an interFace between the control panel and s reverse polarity receiver. Remote Annunciafors � The RAM-3500-LCD ptovides remote annunaadon through a 4 line by 20 character LCD display. ft is a direct mimic of the ; K;;, ��.-�„ ,; main pane(display so that the tCD,LEDs and swiiches are an �;�s.F.Fs. •;��.��.�„ �;:�.;: exect dupticate of the main dispiay.The RAM-35Q0-LCD provides 'ti��.:, s�,=�:.�� •.=„,�,:, 4 conVo!switches tor System Reset,Signal Silence,Fire Ddil and �'�'= �'t�>:x� >��,>� � x Acknawledge, four Status Queues with seleotor switches and ��" ��-�'-f- ��h>��t• LEDs forAlarm,Supervisory,Traubfe and Monitor,along wfth a ``"``= �'s"`,' °�� numeric keypad to access the menu tunc#ions.The RAM-35D0- LCD mounts In separately orderable single unit enclosures or in larger encfosures that support up to iwo optional RAX-f 048TZDS remote LED annunciators.All remote enclosures are equipped with a CAT 30 Lock and key. ;��• �;�:�a RAX-LCD-Lite Remote LCD Mnuncfator Y The FX 3500 also supports ihe RAX-LCD-IITE Remote LCD Annunclator. The RAX-LCD-LiTE display '� mimics the main Fire Atarm Panel display at e remote ' �;. ;;� :: y;�� +:•>.- ��>:« IocaUon.It is e ui ed g � ;� �,�, ,;�„ „�, „4� ,, q 'Pp wfth a lar e 4 flne x 20 character back-Ift � �;. �,a ,,., w.,�-. x.,,, alphanumeric !CD display that uses a simple menu �`' �" "�'` '~'` '�''3 {'`� system complete with a direc#ional keypad and switches for � Enter,Menu,Cancel snd Info.There are five types af endosure � available: the BB-400i, BB-1002, B&10U3, BB-1008, and � BB-1012 which can take 1,2,3,8,12 chassis respectively, f € t �/�/'!/ � N07 70 8E USED FOR WSTlLLLATION PURPOSE6. CAT.569D K ��r��. pape 3of4 � f ( Ordering Information '��' 'nn:. :n�. �h". :ri:: �::� <2i�.'zt�` cii� 'i�`: ::i: ':'s:: .:i:a:l ';�.:: ':i:. y :.}• �3', ,�:..i ts :t`;i�:R:a 4'� ..t, '°i. ...+:`:'��:^; "il'i: �}} .��' :c�, ..ii`�.'�':� ,�{:..1;i. •:!ii4 ;.i't,...�.. �i).Z�.�l:. 'i:. ..1�i :.,Yt .l. .1•: �S`,��i.a:�:.�. ♦•.l:;�i'in`i'y''�,.�.t� .t. .�.��:'.��'`.. i'•l .:?.�:�' ��i�. ..t'�t.. �.1: ��.�/�a+�• �':i`:, il..0 r.}.: i.1i� .1... .)%::_ .t:�:::.�.i:.:�::1�i.L`v'i::,., Singfe Loop,3i8 Poini inteftigent FireAlarm Contto!Unit witta buiEt-in UDAGTIOigita{Communiqtar,expandable to 95d polrtts with ALC-636 Dual Laop contr�oller module.Includes U6-1024DS beck box and DOX 1424DSl2 red daor, . FX-3500RCU At(features of the FX-3500 plus releasing capability induded, �X-356dW S3ngte Loop,318 Point lntettigerrt Fire Alartn Controt Unit with buift-in iJDACT/Digital CommUnicaiw,expandabte to 854 palMs wlth Al.C-636 Dual loop controller mad�e.lnducles UB-a 024U5 hack box and DQ3C-1 Q240S white daw: FX-3500RCUW All features o!the FX-3500W plus releasing capabllity induded. " -�akc- :;ir:. �:°s,.�g-�;:% �::... :,;: - :,:, ..�,....;�r,., ,;��..: �` i :.i$�e+ z. `.:.(?:i>.j`r:' '�':'i'L `^:�i ,.;�.<, .C}'v�..ty..i: d•r .,.L\:' �:C,. .1.�=.�:.:��.: :�.!":i:`. .t, .}•. ..�.. :.1.;Fli�� `'�M' ..ti::•, :`i .�' �.. �.:i'� `,"'i'�`i. :.rsi`�' 0�0�8�A�Ll@Yeq�1�.> .,'+'�t3�5:.1'C...»�w::i�m._.,G,n�.C.. �.tr. ..t',� '.��..�.�':"s )i:.c�.�>.• +�a�', .�L';C�,• e:V;�. ':.1.. Ai.C-838 Quai toop Gontrofler Niodule PR 340 Palariry ReversaUCity'Tte Module PCS-7D0 Power Suppty Inter[ace 8oard - - ,,.�:�.;c:: •::�.,. :.�-:: :•,,;, �w�• _,:� .�:,,,: ;w� �3�:" �:�;, .�s;�:.�• ��w �:v�< .�:a> 1`.'E,: i. ..�h ,:�;`^ '.i`:;: �:��., .:`>i:at5;: .9.'�i� ��'>:Yi, t •:yi�>v,ii: �:,'r1�� .n::.S�..�i.. �.1iii^� �ittb�3'��.�.'.��•',:`3b.,,.. ..�,:�. �:,l;.:it}.:i;�Y.�'+�?i::. �4<;:a:. .,r.=c.-..n..:a.,L...yt,s.•::�;�ki,. ...d?:<�c. ..i�:\, „�i.�T3•i%c� \.. ..t.. ..t. '.t',�= Remote LCD Annunciatorwikh MMe dispiay. Mounts in a BB-i000 Series endosure. RAX-6GD-t�ite Remote Annunaiatar with Lar e t,CD dssptay, iuiaunts in a BB-100d Series endosure. RA)C-1 p48TZDS Programmable Ftsmaie I.ED Disptay Adder w':th 48 progr�msnabie bi-cu�ored LEDs a�d d8 Troubte 1.EDs. Maunts in a B$-4 UOQ Series enclosure. RAM-i016TZDS 1fi 2one Remote LEp Arrnunaator with trouWe LEDs. Maunts in a BB-1000 Series enclosure. RAM-1032TZDS 32�one Remote lE0 Annunciatpr with trouble LEDs, Motrnts in a BB-1804 Series enGasure. AGD-048 Graphic Mnunciator Adder i7river I�dodule MGD-32 GraphicAnnunaator Driver Module RT�-i Remote Trouble Indlcator,Buzzer and LEO .,$, ..c;,-=.�4�tk:,�:ip. :�:r..tiN,�.;,.:..=:t�+�x=:.(.. ��an> cti, `:t.•. '?iiti" :t. :Ln `n:�z7a':? F.114�`09{i7�8�GY'i�81ti1R�0�1t1M1i1�11C�$t0�8i::ti'.:;+�'�•�:�•}#�!£}'i^l°ii:��;v'.a�@�!+1::ti�. ';:"�•`�'. ,C.� t..}..' .a\..'u5..a.J .\ a.?: .�.�.r, SB-14Q1 RemoEs enctasure,white door. Flauses 1 modute. BB-1001R Remote endosure,r�d doar. Houses t raodule. • 8B-1002 Remote enclosure,white doar. Houses 2 modules- BB-i0U2R Remote en�losure,red door. Housas 2 modulas. BB-10t73 Remote enclosure.wtrite door. tiouses 3 matutes. 6B-1003R Rerr�ote enctosure,red doc�r. Houses 3 modufes. BB-1008 Remote en�losure,whlte door. Hauses 8 modules. BB-1008R Remote endosure,red daor, Houses 8 modules. BB-t0i2 F2emate endosure,wh3te door. Hauses 12 modules. SB-100Z2R Remote endasura,red daor. Nauses 12 madutes. ,�` �;t:. �.y,,;.�,;;��•� .u; .�u�K:cc` i�^,c, .::x:;t '4' 'l_ ?i'.'u •:(ik;';� ♦�..... 't .w.. 'it:�,;., :.gy: t:i: ,t:.;,. ux .v >:;fi� c.:�.. ..ta _ :n. t :;'�;:: 4-_=, _ l. ��a� :.. .?S ;\s l'' .a.z C .b .ri�� '� i»ii {.� n :L>`` =='�'.==:�: KrMN�` ..SL .1::'M �^,,.\ :::F:s >..u;'% INX-10A (ntelligent NAC�xpander Panel BC-160 Ex(emal 6attery Cabinet SRM-312W Smart Retsy Matfule with Whfte Enctasure.Can support up io 12 retays. SRM-312R Smart ftelay 141odale with Red Enclosure.Can support up to 12 retays. MP-3500R Solenoid�OL Module(Red)-47K. MP-350QW �oienofd EOL Madule(White)-47K. NtP�30D End of Line Ptete,White. MP-300R End af�I»e Ptate,Red. Note:Far releasing appf�cation ptease see the Releasipg Guida LT 109i i � i kOT TO 8�USED fOA tNSTALIATtON PURPO$E&. DiSietbUl6d by: ` �1�1�, !�'��rm�� Oanada U.S.A. � 2�Interchenge Wsy 45751Mtmet Indus4riat Estates r � Vaughan,Oniario l4K 5W3 Nisgara FatEs,t�Y i4305 � 7elephone:(9Q5)660-4655 Toll Free:(888)664d655 � Fe�c;(905}660-41t3 Fax Tctt Free:(888}860-44i3 � � Webpage: httpJhwvw.mircorn.com Emall: mail�mircom.cpm i,,,;{r,,,_,,;� �q�;ss�p ; �.�rs�v�:�c� Rev7 i F � r 1 � �g! /!.. !Yl�YC�� ..,. „........�.,,..,,..�,.�...�.,. . 13.Q A�pendix F - Bat#ery �a�cu�a��ons : nre main Mc t�cn r�rcuit co�ta+ror Fl►e aarm conuo!unit must grovkle a,d�cat¢a ca�tinwws po��r�ut pro�n ct aoy disoonnect devlt�s.Use#�12 AWG wire w!tl►C�Mralc�sulaUon end pr+n�oYer-aittent t�tadt p'alectian that w�pS�s a�th tha 1oce1 codes.�'or apecificadans see Appandtx C Spec�fficatlons And FeaWres on paga 98. Mode1 Hnn� D+s�r�iott QtY �dbY �� Ata�rtn� F?f-3504 FX-3�0 FACR with Ot�at X = ,r�.c--s�s sas panr au�r�o�o�adaer x o.�sa o.2ao RAI�A-35tiQ1.CD Retnota RnnunGef�wNh 4 X _ �e LCD�ispLz►Y 3 RAX.I.Cta-I.fTE i2etrwte Annvnc3atot with 4- X U.flG$ � O.t164 ` !'u�e 1.CD Disp(ay pR-30Q Pdarity Reversal end C�ty X 0.050 8.386 - Tie Madute SF�4!-3t2(WtR) Smari ttelay ModWe X II.03d � RAM-a016TZDS St�assis Ar►nuncietor X 0.050 - o.i5o a RAM-1D37TZD5 ��°� X A.D54 - 0.3Q0 - t m�a atriva:O.t12b 2 z�Rne atxive:4.Q30 RA?C-1A48TZDS 48 F+o�nt adderennundator X 4.022 - 3 zane adive:0.035 = displsy 4 zone at�sve;0.{13S A8 xone auive:0.262 RFi•# Remoia Tioubie Indlcalar, X .435 = .835 - Buxzer nnd lEo - MiX-t251AP(A) Advancad PtotaCot lan X .0003 � .405U t 8tnnka DeEectot{t?LG) MtX«2251AP(A) Advanaad Protocal Photo X .00036 = ,Of350 = Smoke DetecWr{ULCy Advancxd Protacd Phctn MIX-22St'tAPtA) Heat flesteclor{ULC� X .Ofl038 = .0050 = M!X-22biT1�fAP(A) Mva�c.ed Proiomi X .00036 = .OL?,4Q = Acdlmette Oefedot(1JLCj MtX-5254AP(A} �°°0°d Protocd Heat X .0003 = .U050 = Dabector(UEG} Advant�sd PtotoUd F�gh MIX-S251HAP(Aa Temper�Utro Nest petettot X � a (UI.C} . MiX�,5251RAP(A) �4�� X = _ � �e M�oa�a�cor N�.cy . MIX-M50GMAP(A} �ancad Protaaoi Manita► X .400A � ,0052 r � Maduie(UtC) � ` M2X-AA5UQitAP{A) Advanced Protocd Ralay X .80t�i = .0057 = ; ! - Conuol ModuiC(U1.C) � Adv�st�d Ptotetoi � 2 MlX�l640SAp'(Aj SUperr�.sed CtNltrot MOd1de X .fl004 .ODSZ � � " {llLC� i Y ? S ( i { _ ` 1 �� C { t i �..'J..."" .s..... ...._......»..�.....«...._�..""".ti..,....__._..._"" ' j � ADVANCED PE�t�TO!C�G IN�`E��tGENT MANUA�STATIt}N N�� , Features IIII� I I • Dual Action � Key r+gset#able • Permanently attached inielligent Addressable 45,.7.�'a.,u°'. Modu#e �:; ..' d. ��.: ;yp,'�`��;,.,, ��k� � `�>�`�n�� • ry tc e d'ect-dial entry of address, � , � ��,� Rota swi h s for ►r ,�.'�aii;;;:,'� `` ��'x"+ ' ��' C=` '}- Fach urtit can have address set far Q9-�f59 for ��a�w� ;..,:r ,.�::;vyy��;`'�'-.,j` �°x3. =��;� zS��~'�"� ,, N-,.` Advanced Protocol mode and 01-99 for CUP mode �y; � '.`C_',�,-""�'-�,�, �1:�� ' `' �x;,,� 0 G'C1 afTt@1�t1iS�t <;�:,��,.��;;�� : ;�:_�� Nigh-gl ss t en ;t�3�;t��j{��:ii�'�c�i`�0�� • '�. Piastic breakrad ,;:,�_. ��::;s�::.: ��'�'��• - Meefs AdA 5 fb.maximu�manuai-forca ��=. • Mounts oh st�ndard singfe gang box,Mircom's BB-700 surf�ce meial backbox ar BB-700WP • ' weather proof backbox Description Operation Mincom's MS-710APU Advanced Protocoi IntetHgent The MS-710APU Dual Aciion inteiligent Manual Manuat 8#ation is made of a hlgh quality, die-cast Statlan is aperated by pushing th�bar la6eped"RUSH metal and is available as a dual-aciian device with BAFt"and tiien pulling down fhe handle martceti"FUII key resets and a permanently attached intetligent HANDLE". The MS-710APU is reset by opening the module. The inteltigent manuat station has a pair sfaiion with#he key,Ptacing the handle in fhe norma! of rotary decimai switches which aliows for twa upright position and re-Icscking the staiian. digit address setting.Pulling the handle initia#es the S g�if�C�tiBtts operation af the intelligen#module. �" The manual station is av�ilable u+rith CAT 30 keys and The tnanua!station shall be Mircom's MS-710APU. snaunts on a standard singte gang backbox,Ni�rcom Qperatir�g instru�tions sha�E be in raised English model BB-7Q0 interior surFace metal backbox, or �ettering and the unit shall be constructed of high BB-700WP weaiher proof backbox. quatity die-cast metal and finished in red enamei Mircom's Advanced Protocal (AP) devices use � ��i�o pravide quick identficatian.Pulling ti7e handle shali initla#e immediate aperation of khe intelfigent high speed corz�munication protocof that greatly ��ressabie modute, AtI manual fire alaRn stat�or�s increases the speed of communication between shail be instailed as per the specific requirements i the intelligent devices.Mircom"s Advanced Protocal ouUfned in#he UL codes,as we8 as a!!other appllcabte ; uses a superiar group polling method�s wetl ss an naticsnal ar tocal cades. Final acceptance is subject � � intenupt feature that provide fpr a faster response i to an afarrn condition. !n addition, the Advanced to the local authority having jurisdicdon. Protacol aifows for greater �ystem capacity with � support fpr up to 318 devices per SLC circui� The ' _ '� AP devices are backwards campattbte ta operate!n � CLIP mode for legacy system applicatfons. U� UL�'+ + 8 t1 � - ~ 57005 S7pQ5 � r � CATALOG NUMBER �954 � i M07TQ BE USEQ�OitlN&TALCATIOH PUiiPOSES. � MkCam reserves the d ht to make cfian e5 al a Utrre wiUwut notice in rices,colours,materials,aam i 9 B nY p pw�ente,equipment,spes;ficei'wns and modds and also to di�tinua modefa. r i t i Specifications � � 4.93"Hx3.56'Wx2.9"D • . • • • 15-32 VDC .• �.• . . v Surface Mount Backboxes ' BB-700 Surface Mount BB-700WP Weatherproof Backbox Surface Mount 8ackbox Dimensians: Dimensions: 5"H x 3.6°W x 2.0"D 5"H x 3.6°W x 2.2"D Wiring Diagram Mounting Diagram BACK OF MRNUAL STATION SCREW HOLE MANUAL STATION A'GANG 80X T�NEXTSTATI�NOR _ p p _____________ _ END OF UNE DEVICE �'�' � (' 1 FROM � B� � � "" PAEVi0U5 {+, � � STATION RE `� scaew ADDRESSABIE ti'� ►�oou� O o �`= SCREW HOLE Ordering Information .. �- . . Advahced Protocol Intelligent Key Resettable Dual Actian Manual Station BB-700 Series 7001nterior SurFace Mount Sackbox,Red Finish BB-700WP Series 700 Weatherproof 5urface Mount Backbox,Red Finish NOT TO BE!lSED FOR IN87ACLAT1pN pURPOSES. � ► � �iatnbuted by: �/�//�, �I�COi'�!� : _ Cenada U.S.A. � ` 25 interchange Way 4575 Wihner IndusVial Esbtes , ;, Vaughan,Ontario L4K 5W3 Niagara Falls,NY 143D5 � Telephone:(905)660-4655 To11 Free:(886)&6D-4655 � Fax:(805)fi60-4113 Fax Toll Free:(888)BBO-4113 � Web pege: AttpJM�ww.mirc.om,can Email: maif�Djnircom,com % !SQ 40C11.,'.OQE (� CAT.R p i ft£GI57EF.Ep ��1 ` e f i t � ADVANCED PROT4COL C4NTROL MODULES MUC-MS�QSAP W _ :�� " -;.� �I -�'k: '�'� �-~ 'F'TG`� � ��' � Features �-: . ' � : ; _�.� ..'� �t ,:�� '�_ ��'�" Designed to meet a wide range of applications �• ': . .� � :1(I,f�lWPld�k.' �� .�i�ur� � : '�w.n.N . ��TOEsIR�IP(•�� •.*!: • SEMS screws for easy wiring ,�r:�:,a "=`��''n� �`«�,»� • Panel controlled status LED �"°""�,�""%�� • Rotary switches for dired-dial entry of address. :w.aq!N�!al.q:a �,;;��-��;,:•��::--,�,��*`'° Each unit can have address set for 01-159 for ',�;;��,�F�� :� {� ;:,.'`� Advanced Profocol mode and 01-99for CUP mode ��... ' ��=� � r �� " � - �� • Low standby current !:�'" ' ��'. ,� �; Mount In 4°square junction box .� '�� `,� �..K�: _:� :�- <� � _�. �� _- _ �� •,�r x� �jj1 Description Mircom's inteiligent control and relay modules are MIX-NASOUSAP Supervised Control Module designed to meet a wide range of applicatior+s. The The MIX-M500SAP Supervised Coritrol Module conUo!moduies can be used to supervise and activate provides supervised monitoring of wiring to load devices Notiflcation Appliances while the relay modules provide ihat require an extemal power supply to operate,such the system with dry c�ntact outputs for activatey a variety as homs,str�bes,or belis.it is capabie of Styles Y and of awciliary devices. The control and retay madules are Z supenrision. Upon oommand from the contro! panel, addressed with easy-to-use rotary code switches. the MIX-M5005AP will disconnect the supervision and Mircom's Advanced Protoco! (AP) devices use a high COnned the extemal power supply acx�oss tl�e load speed cammunicatlon profocd that greaUy increases the devlce. The disconnectlon of the supenrision provides speed of�mmunication between the inteltigent devices. a pasftive indication io the panel that the control relay Miro�m'sAdvanced Protocol uses a sup�iorgroup polling �ay Isolated from the ec�mmun Uca'on toop, so thatya method as well as an interrupt feature tl�at provide for a �ouble conditioh on the power suppty will never interfere faster response to an alarm condiGon. In addition,the ,��e rest of the system.Full analog measurement of Advanc�d Protocal allows for greater system capacity �e supervised wiring is transmitted badc to the panel with support for up to 3'!8 devices per SLC circui� The and can be used to detect impedance changes or other AP dev+ces are backwarcJs compatible to operate in CLIP spedal test functions. mode for legacy system apptications. MIX-MSOORAP Relay Control Mndufe The MiX-M500RAP Relay Control Module contains two isolated sets of Form-C contacts,whlch operate as a DPDT sv+ritch to provide the system with ou�uuts for acGvating a variery of au�aliary devices, sud�► as fans, ; dampers, c�ntral equipment, etc. The module allows � . the cnntrol panel to swiDch these contacts on command. ' - No supervision is provided for the�elay contac�s. u� ��/+ �, _ tr ; ` S5434 55434 �aoo-�a�r.o�s� ' ' i CATALOG NUMBER 59�,� � HOT TO 86 USED FOR IHSTALLATiON PURPOSES E Mircqm reserves the dght to make rhangea at any time wlthout notice In pri[�s,wlours,materlals,components,equ+pment,speciticatlons and model5 and a15o ta discominue models. ( r Specifications M{X-M5005AP SupervEsed Control Module MIX•M500RAP Retay ConVol Modute ' NpTi[lA1,�I[i�iUig��'j,�ge'-fii,>- 15 to 32 VDC �p't�1,{�� ne s`>:"• 15 io 32 VDC 1!I!�!�•��D Sr�, . IW�tt�lurii' ..8�?i!?��.urip�.�;;::'r:` 6.5mA(LED On) !;�;�;,? ED on) � �:��,=�:i�;.;;.�,�•::,::,�.:>.s�:�r:,�,.a r,�;>a,��; I .e: .:..�,..�'S<� n :v ,<; G�'� -'�L '': u:`:`Tl'; - ..`,.... ..... . .. . ,v :�r. �. , 400 uA max.,1 communi - •�r�'F-�`�^^-�� :. mmunicaHon ..,,:. -;, ti;;,,<;...,F. ;^�>r. .�,a, .•.�t sa- � :�:'�^i?'l�t ^"��^::��^�;t�`�t'"�:i;:- 1(on eY 6 SecondS 47k EOL ... rn �N.r,�u, �„ ;.E ' �1i►�r,ag"e"Ap�?[�n��Cuir�eiit::�� Y �� ,.. ..,.,,�p��.4`i every seconds � � ;)�s�,;;;:t;,'.!�{�';„;`'s`r��{�t::;;;.�:�?;{�;:�t,!i;:�� resiator,485 uA mex.(Com• :,.,.,-� �„;•�M F.:�' /� �'CS;3:�e'.. 'r'.,•,> ^� � �."� L'>.;'4;i,�1� NOt USW .4 t 'i' Y�... _ C�.:v:Sly:i;.._h�r.•.� ,:!„�:�:f.:,,sey?�,�rs, r°.rs&.'=;�:�r�.w<z?:>3`:�.;;�i municaUng,NACshorted). . , .. . ..-�:,, ,,..,-..�.. y. �+„�.l`.s•..(g. M,a�{i�ji; .,�G'.�.1��,';yjt:;,; 4 VDC �` ,�, ��'�!� ' �: 32'F[0120'F(0'C to 49"C) P�ll is,,:,::;�•�. t-�.;�, :;r - - --:�,„ ;:,: �_;,.;.;;: �,:< >:�,: 'H!�n1�y�'r::a��:��i�r;:�:;it,�?.>;'�•, 10%to 939�o Non�ondensing ��r�1JP.li�Y�c�9ecS�Y;%�:r'-t:;..z:a„t:�;��`:S�Y:;i�;�4,'�''� ';,`';" , - ;. ,;::. . . . .�2; e.. � k ��rT�;r•`"`,!-rm�y�,�,�;.�:rt:. :�:�.�. _ _ . �:,�.w:-;:;,,. ;;:< < 4.5"Nx4"Wz1.25'D ;.,... ,.. .>.:.. _ � ._ _ ..,#A�?Xj.R1Ut�1.; ,..G)a:;_:�;: Regulated 24VQC �.�h��?.y�•" _ - - .�1�,��; 5:� ,,,;tf.;� �5.� s- .�.:'s,: �%..�f� ' •n\- y..}� •�.�y �i:h�� :v�:;t�.:�Vl 1��=�':3X:Yil�tr`j`,`,i4;il•SAny��`�i'li�:i:�. .��:�:"1,'N��. .�;G, w'��'-��1��.3;- 70.�7 V 9:7Y.�YH� r.�'.` ._\:..�ca {i1C�I�eSA +rlS1�.. RMS,50 W R��i li8�< ��...,:�;.:�ta;a:>.,;.�,.,x•.:,.::;;.,.< �.,„.,,''..:,..,. .....�:i.i,•. nno_ :,y� rr.;�r_1,�.�.•:�.� c y �a �� -t: a:,k ''C?;+:A: i rfr:' �','.�,`t?Ei,, a Y�..oi �-7e'�—V�?�:h;"--`��- '.4:�. °iY;��;?iR:'�'`��iv��'-�!:�?=,i'•i.::� ::C�:?:1 �V��\., ..��.j•.�":.`ta� '�>.�,a�aif;,^:�+,;T'�`;+�'•�a....rr `�}� �;�:�`?i:lAi::=•,i?�«'.•'f:�!;.`.'>f'r;>it•.::�+jS;:-��y For dess B wiring system,the .,�,;,�;,�`i .��1 q. :!:+'x�N��;:: �`�1^z.' :ak• ;.�.2��.-'T'.t b�,i:;��..w`7��^.�c�� 451::. l.�•.�l�.'t.•�.` ..' 3�,,:.1';�}s +� current rating is 3A•For class 9� VA�faB4; D�Ba�P�sfr1 t:: .::...:.... �•;;; iYla7G;�1J�C�tt�� s:S�;, ' �:,p, �� ,,� ��-•••� A wiring system,the currerrt 3 A 30 VDC Resistive Non-coded ;:�>ff'.�;?�i-F.ii,a='''r:° :1';k18�,"�;4��'S4: ;.,:a„>:;,t�::;�-�?��;:�::::�;;;:;�'�;�:i:�`: ratingis2A 2A 30VDC Resistive Caded �'s�.}�ng@�;;;*?�;.;�`',:;T`� 32°F to 120`F(0'C to 49 0.46 A 30 V 'C) DC (UR=20ms) Non-cxided � i7�I,�III�I�I„�f.x.�•1'a'<�Y��^^�;{,�j;Z.�?�`�;r`;?', 10°/a to 93°�Non-condens(ng 0.9 A 125 VDC Resistive Non-coded piliip. ..p�j�;�_ l:��>Y�:�;';j�>�::ia:� 4.5"H x 4"W x 1.25"D 0.5 A 125VAC (PF=0.75) Non-coded 0.3 A 125 VAC (PF=U.35) Non-coded 0.7 A T0.7 VAC (PF=0.35y Non-coded 0.2 A 25 VAC (PF=0.35) Non-coded Ordering lnformation ...� . ,�:.)l '.•�••.1�:.:4`Y�'A.i).:.'y _- _ �:71._1.�. ;f.. 4.l.ti�.. :•.�ti,'i ;`i:. ':l:ll�: ,.,\'.. ..�... ..... ........ ... .......a�'• •.7::: .q. ��.1:. ��jij: '{:it. 'L�\%�:tt.`.:i+�:.'.C`�•.'i..t`\:"'�;:t`a ::i..ti:::.�'[�:'.i::.��: :.� '. . :�.: �;,,�, 'If.,,,�.,t � . :� ..a...�..:.t •'.�).'.`::'.��.. 0 :.....:.:�....;.�."".�•5>.t. \......i:[•.':.`.: i+.FaM1 �1::��. !:,:',. .a:):.:>. .;x'.' :;L.� .ri•.}��'1�:`.(`�:'.!::`..:5�:it'.�t:c..i.:it.. . ... �.. . � . .... ... . . .. : ��:..... R@�8y COIitfO)MOdL7I8 MIX-M500SAP Supervised Control Moduie Add suffix:4"fnr UtC JFsted model. NOT TO 8E U6E0 FOR MIBTQLLATION plfRPOSE6, . ' I/'��IIi + �istn'4uted by: ti��r��r�1�. Canada U.S.A. - w 25 Interchange Way 45T5 Wltmer Indusfrial Estetes i Vaughan,Ontario L4K 5W3 Niagara Falls,NY 14305 � ?elephone:(905)880-4655 Toll Frae:(888)680-4655 Fax:(905)B60-4713 Fax Tolf F�ee:(888)660-4113 � k F Web page: http:lhx�vw,mircom.00m Emell: mell�miraom.cnm .., CAT.5951 C I SO 900i:2008 �r.� REGIS7ERE.D �� t i F i i ` ADVANCED PROTOCOL INTELLIGENT MONfT�R MODULES � �' SERIES � � `�� , Features � _.. �,.�. , '� iNh'pan,•; � �""°�;•:."`"�:�+, .•: ; • Des(gned to meet a wide range of applications r1�� ,w:;,.� • SEMS screws for easy wiring i �"""'""�.,=�'�.`" �'�`�,' Panel controlied s ( cep MIX- ......:,...�� , ,. � tatus LED ex t =*��r,�' ,`�.;" �,�.::�t;,;;...�" �::� M501 MAP) - �eiy:...�"""""",K..�,'.a. 47"'�r`'rr :<„G..:,.,��r.�:.''`1�a�;;: `"�"� ��`��`'�.=. �`':��.^� '��:' • Rotary switches for direct-dial entry of address. :;;;k.F-�<«,. � � :��'� �-az. �`=•��=`�-�;- r,::� ��^��` ` �� "'�� `�� Each unit can have address set for 01-159 for �,. f:�s- �r� .:.�= � ��: � ' �;�� , Advanced Protocol mode and 01-99 for CLIP '�` E n " �`�� '�'� � �° mode(except MIX MSOOX) - �'xc�A t Y :r„_{ a .�,z��'' . • Low standby current �- - � Mount in 4"square juncfion box ' Description Mircom's intelligent monitor modules are designed to MIX-M501MAP Mini Monitor Module meet a wide ran e of a Iications.The monitor madules The M1X-M501 AAAP is a miniatur+e monitor modute#hat 9 pP protide an interface to contact devices,such as,manual supervises a Style B (Cfass B) arcuR of dry-�ntad stations,conventionaf srnoke or heat detectors,waterflow input devices_ The smalt size of the moduls allows it switches,and more. The rrtonita-modules are addressed to fit inside devices or junc:tion boxes behind devices. with easy-to-use rotary oode swi#ches. The MIX-M501 MAP is intended far use in inteliigent, two-wire systems where the individual address of each Mircom's Advanced Protocol (AP) devices use a high module Is selected using rotary decade switches. It speed communicaUon protocol that greaUy increases the provides a twowire ini�aaUng circx�ft for narmally open speed of cammunication between the inteiligent devices. Miroom'sAdvanced Prot000l uses a su rior rou °D��fire alarm and security devices. t� 9 P P��ing method as well as an interrupt feature that provide for a MIX-M502MAP Zane brtertace Module faster response to an afarm condition. In addidon, the The MIX-M502MAP2one tnterface Module is a standard- Advanced Protocol allaws for greater system capaaty sized module that monitas and supenrises compatible with support for up to 318 devices per SLC circuit The two-wire, 24 volt, smoke detedors on a Styte D (Class AP devices are backw�ards compatible to operate in CLIP A) or 5tyle B (Ctass B) circuit 7'he module allows mode for legacy system a}�plications. MirGam's inte�ligent panels to interface and monitor two- MIX-M500MAP Monitor Module �^"re�'v��e detectors.AU tw�wire detectors Mircom's MIX-M500MAP monitnr module is a standard- �"� ��0� must be UL or UlC compatible u+ritl� sized module that supervises either a Style D(Class A) �e module. The MIX-M502MAP is addressed through or Style 8(Class B)arcuit of dry-contact input devices. �e communication line o#an int�ligent Mlrcom system. The MIX-M500MAP is intended for use in intelligent, ��'��°f°ne zone of two-wir�e detectors two-wire systems,where the individual address of each � the fire alarm control panel. Status conditions are module is selected using fhe built-in rotary decade �°rt�as natmaf,open,or alarm. The ir�erface module switchas. It provides either a 2-wire or 4wire fault Supervises the zone af detectors and the connedion of the extemal su tolerant ini6ating circuit for normally apen contad flre �r � . alarm,supervisary,ar securi(y devEces.The module has a panel contralled LED indicator. � � � �, mL � w S5434 S5434 �soo-�a��:ois� i � CATALOG NUMBER 5�SO ` NOT TO BE USEO FOR tNSTALLATiON PURPOSE6. � Mir�om reserves the right to make dianges at any tlme wlthoui notice In prices,oolours,materials,components,equlpment,specifications and models and also to dfscvntlnue models. ! : i M500X isolator�Module 7he M500X Isolator Module is a standard-sized The moduie will automaticalty restore the entire modu(e that enables part of the communicati�ns loop commuflications loop ta the normal condition when to continue operating when a short circuit occurs on the shoct circuit is removed � it An LED indicator blinks in the normat condfion and tums on during a short circuit condition. ° Specifications MIX-M500MAP Monitor Module MIX-M501MAP MfnP Monkor Madule . �1 "e.`r°;si' 15 to 32 VOC � " � 15-32 VOC �lamia...�p��►o�ee N�n1�.�i�iaHneya?ta��:;��: �OG.?741p!Til,�Si�� _ab�i; 5.OmA(LED on) MBX.A�18t►r1.��.b'3�6�2T}u� ';y;;:a'ii.';•,'�;''�3. y;E;9„1>�i�.�1',^.'_tnl;;t�;;;';;^ a �s. ��•i;a 'r i;�c,��t �� •; 400{iA,1 communication ��{�• �'�.=�""'��-'^`�^�� ;�: 1 communication �!•'!(e�8e;::��a�,�-,r�,;��';�;�k�;�,��' every 5 sec,47k EOL �lvqra�p�.�;p1a!�U�.;�1!!��;;:;; seconds,47k EOL .�Ql:�esi�ta%it�ux;�:��:;'��a�:�a;.= 47K Ohms ��Q�.�"`I�t�►ifC"�;:::w�:: ��=� 4TK Ohms �wt:yR�.�tig�iiCe.:,`:4;� 400hms 1�a.iC.:1P.r+�1�0`..RS816t9t'n�`� 400hms . .:,.. r..M.::. . ., _��.:..:.; .; .. . � ,.....� • �-� n�u!»l�: ,�7�aS��.��;.., 11 Max '�.:�G:'•�f�e�,.. ,� . ,,;�� vofts ```;ti+�'r:.�.:c 71 volts �II�JIIUi%IiD.�;�li�1'�R[�`;'��;;c�;v'a 4ppW4 MAx`�il�ilim�L►��'tlrr�t►t�il:?`M<:��" 400NA �e`�jip�[atl�ixi;�jge.'�:tz��;�'�'s.�,�' 32"F to 120'F(0'C to 49"C) �'e�tiip'.l�r�fra#,t�igi}��.';::x'�„�,';i��;;' 32°F to 120°F(0"C tfl 49°C) �l,i�itllt� ��r*�z-^i'?:�''s?r''=�°s;�c�s'�N� 10%to 93%Non-condensin �yK ':'`•-';`�'�;i,;;:':`},� e � ��-� >�� 9 �.1!!1�s� ':;��:�.s�..�:�:• .,�, 10/o to 93�Non-candensing 1:=•i�?.H�<i(�.�i.3\�ll�` 4.5"H X4°W x 1.25"D =.,.,� >.� �:i�;.-, . .�+:•. �x:�;� ��R1@.�1IS�Q11$.'�`�.`;'�13=_ :alii�t�c'r�i;:;�iirii" B:i�S=.;;},:,�,>. 3.;;*,�:: 1 65� W!TlRSl�T�1}!_. ..�.�:?:k"� ,.c. .3'H x 2.75"W x 0. D MIX-M502MM Zone{ntertace Module M500X Isolator Module N�mi�l.,ppatAtl�i�,�b "�ezi�;�:. 15 to 32 VDC N.iiiir`�a�#±(�i��i0`�lal�ge';:�,'< 15-32 VDC �II�%1ii�3ni�`Ala�m:�iimefit?�a!:s�� 5.1mA(LED on? �f�:��Y:�lIli7Frit�it;";''�=;�:C�,-'-:-: 450 NA(rwt Isolatin9) �)f�(�gq•�{y1Q{1e.ta,.,•,ti►tg��,: ;��,qtr,.�• 400NA,1 communlcation and �l2q�.jiltlltl::��tr�rjt.Qratiy.;;r;�""-?� 17mA(device tn isolation) ::.> ;ii',;,':>��z',,�r e4?>�,;.-��;c�,�za r�:;�.;�,ti� 1 LED flash eve 5 seconds, ;�.'�'��"e> •?� 32'F to 120°F U°C m 49°C a ' �!''>�,..c�'�`.��:',�:,v�:t��)_+;u i, N P B ��'':Ct,;';:1�} t � �';�`-+�.ti:��'�' �a3�;, ��.i=`�tf4aa�z=;tiJ 3.9kEOL .,. . �� " . `��_�'. `��',, ::Xls:Y�;K,`:i�NS:,. 3.9KOhms '�.f�y"�:�;^'�'`�'�ii`;:;?pi'�;:�i:•` 10to93%Non-condensing II Q...�� c4:..,..:�,.:.;:.K�, �..;' fin�ti��ot�s':;.:....:i�:,,�.,.:,..,.,;;:'��: A.5"H x 4"W x L25"D I �=9�!'�A�l�0tli?R..�ti D s i..`•�;'at :,`•i„•c� MaX,`�RC�fh� D � 25 Ohms - " I �D��t4pp1YY�.�.^� `�' ;��°.+�V:.�..:_-.�;.,.;t�; � . ,,,„....f.�:.... ,, � xvAda.S�:ita'ti�i�.:•�2�;.... �:�0�:3;_;}` .,i,•^:%:`;•A';=?i:;�Yv::;;� '=i;:`` '�::`.�i�.i�9�41�.�.�:1�!?1t40e;::ti�;124 VDC power Ilmited `'4;��:�lpp�e:�4�a Q=�;��;;':;+��;=r 0.1 volts RMS maxfmum Ciut'AJ13ti:{,ta�'t*�;x.':::;:;xi�''�.Lr�;:;i�a�-�Y`,.�i 90mApermodule 3ie11►`�1�I�11I?9.�5l0:-'-n'�`�:�i��`°'i'•;' 32'F to 120'F(0'C l0 49'C) • Huiq dity�i�s§�:`:=�:;i;�;::s,'•`��a''�=:� 10°,6 to 939�o Non-condensing 1•�•••`Y..'~'� `i'.�':�;i� .5"H x 4"W x 1.25"D Di%ii�rislQns>„�;s;,,>�;;,;�;•;; a Ordering tnformation . ..., �.:.::::.. . ..... -- - - �y� .:�....-..�•,�,:.:>,.., • :...,.._.. : . ......... _ y� S .,-,., .:.:....�,.,:.,. ...:�,.:�:-�-.�� :rli�.t\�:Fj::l� <.�.y�.i."...).., '�)11. :�:i ;=1.�t`: .,.\'ti.\:` >:�a:.�:t�: :�.5.., :�t:�'�!�.�::.L:•: i�M4�ln°'y"'..a :^`:.,-:�� ti ' . 1:5.. ��.).�• � i+.��: '.:1.':� j;C�'r;4iX`.'� ,...,.::5,..,. ^.:�:::::.::��.�:�.,.�..,�. d@S� Wi...:i,�,..�.,.`�..,,.;:�:•. .. ��i�. >.tii ..:{�..,;",i;? .. ,;.t::.t:�.. §:T�l v.� I�a: '�4.: nts.'.;•;:;,.,y�4.,_.. X-MSOOMAP Monitor Module AAini Monitor Module MIX M502MAP Zone Intarface Modu�e ' MIX-MSOOX Isolatar Module Add sufflx:4"for ULC listed model. Nor ro ee useo Foa ir�sraunnota vurtt+osEs. - �/�//`' • DisVfbuted by: l�lir�c�rx��. Canada U.S.A. � 25 Interdiange Way 4575 Witmer Industrial Estates ; Vaughan,Ontario LAK SW3 Nlagara Falls,NY 14305 ' Telephone:(905)660-4655 Toll Free:(888)660-A655 � Fax:(905}660-d113 Fax Toll Free:{888)660-41t3 � � We6 page: http:IMnvw,mtrc.om.com Emall: mell�mlrcem.com cp7 bsso � ISO 9001.200g � �w o P.EGIS7ERED F s o- t i � ms ADVANCED PROTOCOL INTELE�GENT THERMAL SENSORS �APMAP � Features ! • Sleek, low proflle design - • Available as 93b°F fixed temperature, 135°F , � ' � � � � :� � ' fixed temperature with rate-of-rise detection and " � � � � high temperature 190°F ftxed temperature ;ti� , . � ;;:;:�'� ��.�� , • Duat LEDs indicate communications and activate ` . �;: b�inS'�.u., y�r� ;�. �:.�`�.' ke��;�.: , ' _s�,� ; ��v.,�:i�;,�x.��...;.�: steadywhen in alarm , . :::� �:•s x„��^.v=�.,;�,.:- �1. �. . . • �;� »„ r`_i�r�y�4;.� � ' , .: ��;•:�fi��a.� k �;�A;�.;`�k;��>',::;,�,�:;.>, • Low rofile b � - �':••'�`. "`� '.�'��''; ase rovid y hangeability �'�,. .:;k•;}„� �"�r :�. �,��k 4�;�;:.:�,; ' p p es eas interc :,.��,��: �_,.,. �:;: , �;;:,_Y, ,�,. .,: >4_,:. . '{;l�r�.'��;:i+' �.3��:r,'.t>,:�:!;:�; I �:;��;��a: �, '�;;.�,,�,�,;; • Low standby current ' ` � • Rotary switcfies for dired-dial entry of address. .:�:.:�,:>;:_.:;;.... � ��'�•''� �' `� Each unit can have address set for 01-159 for �-�" Advanced Protoc,ol mode and 01-99 for CLIP mode Model MIX-5251 AP sensor mounted in a B21ULP base • Superior EAAI protec#ion • Sealed against dirt, insects, and back pressure Description Mircom's !ow profile inteliigent plug-in thernal NIIX-525'lRAP Intelligent Neat Detector, 135°F detectors with integral communications provide fixed temperature with Rate-of-Rise Detection features that surpass conventfonal detectors. Point The MIX-5251RAP provfdes both 135°F fixed and Ip capability allows each detector's address to be rate-of-rise thermal detectfon. This thermal dete�tor set with decade address switches, providing exact pratides cost effective,intelligent property protection detector locations. These intetifgent sensors utiUze �n a variety of applicadons. a state-of-the-art thermistor sensing circuit for fas# MIX-5251HAP lntelligent Hlgh Temperature Neat response and are designed to provide open area Detectar, t90'F Fixed Temperature protection with 50 foot spaang capabiliry. The MIX-5251 HAP provides 190°F (88°C) fixed Mircom's Advanced Protocol(AP)devices use a high temperature detection far high temperature speed communication protocol that greatly increasss applicadons. the speed of communicatian between the intelligent devices, Mircom's Advanced Protoco!uses a superior group polling meihod as we(I as an interrupt feature that provide for a faster response to an alarm condition. In addition, the Advanced Protocol aflows for greater system capacity with support for up to 318 devices per SLC circuiL TheAP devices are badcwards cornpatible to operate in CLIP mode fur legacy system applications. MIX-5251AP Intell�gent Heat Det�ctor,135°F Flxed Temperature The MIX-5251AP uses an innovative thermistor sensing circuit to produce 135°F fixed temperatu�e " detection in a low proflle package. This #hermal detector provides cost effec6ve, infelligent property �� :� ; protection in a variety of apptications. : ; �r sszss S7498 �2T0-1477:0160 + 4 CATALOG NUMBER ��53 }. NOT TO BE USEO F6R IHSTALLATION PURPOSES. F' Mirc�n reserves the right to make changes at any time witliout notice In prices,colours,materials,components,equlpmeni,spedfications and rtwdels and also to discontlnue models. � C � i. - Speci#ications ,�,r.. - ::,: -:,, :.,;::.,. ;»;;:;� - :�,:; ::;::,;: ,,: ;�,;;,�..,>: :;: :;,;; ;:,; n .��: :a�s�:;:;:,-,: �:��;...:..,.: .,.:.:;� /{p ;>:" ,.�r'� - `.r..:.,.. �<i'•'-`��'�: ;'i �;:eF)a,..v:cfil, ''i::�q: >.o-� - .i�.::.,. ...-n�.. . ,. .,:'" ' � •:; �a.:rii: . ..��^..• ..t {� ��/�p p : .��..:. �'� /� :.�. :}. ��$ �27Y�M7Ra�"i�4`:�:... .�..::.r.'�.... •-.::':t� ... .• ��ffr��a�/ ':\. .L;�: �:t' :4t:��iii�:l.. "' }�,:. * .: :..,.�...e:.��.. •::t��......:'. F�::.?'::.;? - 15-32 volts DC peak 4.6 oz.(137 g) - ::,:� :,.; ;:,; ;:;. --��:� �:;:: ��:�z;i:•;:,�;. ,::,. ,.t•.. :;�::. .;,:��`� .,.. ,:�., ;.,,; ;..,..,. t ::1: '`�i��• c;i�' �ztia..a':ii, _ b ,t;:,;. .�,� :�,:�,: ;�,: -��.,.�.. L. ..,,�::::.��:,::�.::�:�, , ..:.:,.:. _�....�,:_ .. ..�.. ..:: ..- ;,. .,.._. . �rts�n. ..v:�aar�a.�..�,�...:,:�::;.. .4...._.,;;...z,«,,.,,.�,.:f,:`• �:i�� pii�i�in:g �ii� ,.,:� .��,,.�,.�.,.�z, . , ,. �::;,�,.. . � � :,,:,., , . .......,,.�� _ ..�fi .:,... 24 VDC(one cornmuntcadon every 5 sec.wifh 10�0-93°�6 noncondensing = LED enaWed) � •,�.�:�.-,�.;,;;s:�.-,:,�;t,v.�s:�n,;4•:.��,: ;:tr; ':,;�:L,::•:;;,,;- �e��t1_ti��.; ;:�;:<<,.,, •�,��=: }1S'iaif��: ''t"�v;::�t:.t.�:;)F.i�:::iji:�`:� �.:1�.:1^iii��t.i .�r.p...�r''1,1`1�'@11��1#(IAX:'):::,w:cy;��i�' c:t::�?t�;s�, c��:<::�:::,; ,•.� Fixed Tetnperature^Setpoint:135`F�(57°C), 24 VDC(on) Rate of Rlse Detection:15°F/min.(8.3°C/min.) Hej �s;�.:��:4,;,-.::��;:�`- �:r=??,:4i�`:�',;i��;' ::_��:>,?,.��'.-:r�'��`;;:<i�:;=> :<:s:•��;;i High Temperature:190°F(86°C) lgf.l.[�na..y;.1.a ,.:1,..�zv;'s:. ,..a,z:�,.:k�.�`:;��, t.rr::y;:..:.i��+�'r: �•:t+��,. 2.0 inches(51,mm) .,�.;. ,. ... �. V�,.;, ;�,::�::�:..;��._ ,;,..,: 3lReir'��tl,ng'�'AniR�tu�.. #ial119�.��`: _:,�:>�.;::::r ,;�;��,:;:..:.�,. re; �r��>u ::,,,.,;:. -�;s,°,��;::�:��,:�;;��li':;�';::x�;<"s,;;`;;<;:}ti;:';::'s°: ',?;:�:.`��;;:i:�- ,:t;: MIX-5251APMIlX-5251RAP:-4°F to 100°F(-20°C to 38°C) Risiii�ter;;y.:.:�..,..,-,::,,:?:,,.:..,>.:;;•.::.:'.:,.�.x,.::�::.�.,::;:,...;;';:;:..-:.:,.,�: ;,_:......: 6.1 inches(155 mm)installed in 8210LP Base MIX-5251HAP:-4°F to 150°F(-20`C to 66°C) 4.1 inches(iO4 mm)installed in B501 Base Qrdering Information .,�.. ..:,��; ::;�:�.tibt S�nyn; .�5� ::�.. :.�...;��.:t" :v:_yy. ,�: -�:v�� :.ti::. ��: y '.'1. �:5+.. - �Y�" .i<`�: :ii:..:S,.^;... "sEc.�r��a...C�e:V<vz�;rl;`r.,.. ":2>^v. �t.� ':1:.,.,� .i,:tY,, ..r+.S?:�=.�.��.:;:� .ti:t:=';�.:.i:�._i�::r ':�a...X;Fca�c':.,'.ic:. :{1'h:. >.•:•.: c;t „ M...1 ,i.. .u,:�.s.;:..,:,.a�.r:.....:\�,�:.. ' .]:t� -,�:. ..f..._... t_ ::5.�-.4£Fia','`.i:�li}�t?_l �Q.Ri Q�• 3,�i.;�„�i �Q�� ::.`.'. ?Ei?ti:: ,�i. �;. f>.�;:::a :i: :��: �I'., .?' ^'..C:' 4:.,.ta: .4:?:....:i� . . , �...; ;.�:.:...n:, . :, .. . ...,.�....vx.:��•::....�,y.:'.:...�.,...,..:h:.,,...;_n:.,: .._i,�,� �.,�:i ri. 1. 1:!': .t: 'S:': :'.i�::)i ,:31". �:.7+ -�r� ;),': :.:4 +;io '::i�:• �.t:'�� :,t:�+• :?i.' i:t:�„��: ;�.. i�?, :1. ;i` n� tt ��:�`. .:(�:L �1, .�3� `�i' �� t,.. :c �t�. ��., �'j�q. �_3„• v�1li":! •1,:.. :l, 4.L.r :�5'it'<v;:kv' '�S ..a-�,J:;4. ��i.. �:.a:L.' :,t :.i. ;ait�� .is....y_ �,....;�:•. �[`�':�::'`.'i.`:::i`;?:L.,.;� .. .... . .P�' t. �11�i �1it_. _ ,��1)&PI'& �. , ,«.,:�;..,.::..•;=:;�.... :,. •.'+.•. ..w�:a:� ..s::<��.a,:; ��Sr� ,::�_ _y�,. .v,.. .. _. . . .�.��_;; ;ia;� ..,:• - �,,",. �;i�;� ,:t<: ;"„y ' '�`'.. ,, . ... .� .!+Ji�-... . . . _.,....�:3..,.�..,��._.... .. . ...:. . ..... t'_�•��:�:..>... . .:...�.., ;:v,: Intelligent Heat Detector,135°F Fixed Temperature Inteltigent Heat Detector,135"F Fixed Temperattue w3th Rate-of-Rise Detection MIX-5251NAP intelligent High Temperature Heat Datector,190°F Fixed Temperature :.�:� .:,:. ,:�:,..,., ,::,�•:r. :,, .,.. •c:t:� .,; •w�• .d�., =�jva.� •.y.� - �'+u. i> v: �:{{�.;.� �( 'C?,•� \.`:...:,i:�:'••i<�:�:'• � :;Ss. - ^'k�>2, '$ ;:�_;�..::.r... 4, � �:,. �:4...v�. :'ri':�.;...�. �:, �.. ��;� :•i`� :a`: ''d'�'4, .a> ,:s�. ��Q 'a;'s _�^ 5 i �c:",;. - ..N.\� �.1.�. 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B501 Intelligent Flangeless Mounting Base 8210LP fntelligent Flanged Mounting Base B224R6 Intelligent Relay Base 622461 Intelligent Isolator Base B200SR Intelligent Standarct Sounder Base(Compatible wfh B501 BH Series) •,:�,: :«•. .�,:,: ,.,,� .:.._. .�,:�•. :.,.. •„�•::�,s::� ...,,:�: u.�.�:: �.,:. :�:. -::� .:;.,.:,:. . .., ..,,.;., . ,.).., ..y,{.•5:.�.�.:i=fi4�;"f.''i.. .aa�:.a,�}..,.ia"�; .`.^v�: .:i...4'icv: 'i't:d :i�: ::.�)C'�' ,,(y. �.i- �s,}., -.:f:. _ �'i�d::i[:'t f:i': ''�: :�.. `':S4 '"�"' SO . .,�, ,.4; '�i�• t.. � � ,:�... � ,y �,� ii1•�.. . :.,�.. .. ::'.:......,:�:Ai1.�:�: �'..p:�...,�: .:.�r.v:.... .� , ':�,��:��:: .��. '� ....�,..;.� .. ....,........... . i.. ..s.�:. ......:....:.i.it'<....v.AJi�y.:� .._.1'-.;:v,.:::..v.C�.�.�:• ,•1::1'�� .�\'.: i.l'':`�:L'=i" :'43.`S:: f2A-1002 Remote LED Annunciator Add su�x A"for ULC listed model, Nor re se usEc�tNST�tunoq t+uw+osEs. • � //�<<i�, �l!�rc�rr�� a��d�: Canada U.S.A. � 251nterchange VYay 4575 Witmer Industrial Estates � Vaughan,Onta�io L4K 5W3 Niagara Falls,NY 14305 � Tefephone:(905)660-4655 Toll Free:(888)fis0-4655 Fax:(805)660-d113 Fax Toll Free:(888)660-4113 f 's a Web page: http•lMnvw.mircom.com Email: meU@�nlrcom.com ' CAT.5953 1509C07.2d0A � se„v.o ; REGISTERcD T � INTELLIGENT LOW PROFILE SENSORS MIX-200 SERIES Fea#ures � Sleek,low profile design � • Detectors are equipped with e buift-in analog ��'`u communicatians module •�i;ti�iz",`,.';;�':�;:ai; ::�' � ��`'�'��',�;�2�;��'=�'�'�;�`'��=�;�:�'�:�• • • Smoke detectors are ava(lable with photoelectric ;�o'blu:»:� �%�'. Fj�ej :k.,.;. �� '�'�� S`' 4�". J �.� or ionization teahnology � :Yj`z�,.a..�a ,�,'._;;�::=:.::: �c� � >' .;�� s�c'r"" �_� < " :.�•`�-. . -�;*3n,�C"y's�&,...� <` : ,- .0 a �'��'i'ii�`l'i''':':�+'� �`r'�� ] • Photoelectricdetectorsareavailablewithadditional :E:�k'.�. � , ,�v'�r,..�.�.�� .,:,•t, , 4Ni^. � '• f�• ,M1�� *�� .lk� : �:t�. {^��' L�v?�y��+.��Y�'�' H'CZ� fiy�..i�� 1' S� 3`C�~`'Si1,,`i'i ',�,�,�� '`�'��" ..�'�°�`�.�;:�:, 1� nxed temperature detedion �r � ��'.��°�;�,. ;;:;�,<.5 `-.�. _:- .�, •-�;�;;�;A�� w�a�� 1,,., . • Heat detectors are available as�xed temperature .�:�vn�.�. �y: �`'` ��-�,.,;. . � �� -�_-� -� ar flxed temperature with rate-of-rise detection � • Dual LEDs indicate communications and activate I ' steady when in alarm Model MIX-2251TB Detedor mounted in a 8210LP Base . Low proflle base provides easy interchangeability � • Low standby current I • Rotary address switches Description • Magnetic test fea#ure Mircom's low profile addressable plug-in smoke ' Superior EMI protection and heat detecto�s wiih integral communications • Sealed against dirt,insects,and badc pressure � provide features that surpass conventional detectors. Sensitivity is continuously monitored and reported to the panel where the desired detector sensitivity Model MIX-9251B ionization detecior incorporates a can be programmed. Point ID capabiiity allows each unique single source,dual chamber design to respond detector's address to be set with decade address quickly and dependably to a broad range of fires. switches, providing exact detector locations for selective maintenance when chamber contamination ��def MIX-5251B uses an innovative thermistor reaches an unacceptable level. sensing arcuit to produce 135'F fixed temperature detecction in a low profile package. These thermal (��'��- photoelectrlc smoke detector detectors provide cost effective, intelligent property provides a unique opticat sensing chamber that senses protection in a variety of apptications. smoke produced by a wfde range af combustian Model MIX-5251R8 rovides both 135°F fixed souroes. p I� and rate-of-rise thermal detection. These thermal �il' - .►BR is a remoke test capabte detector detectors provide cost effective, intelligent property for use with DIVR(W)duct smoke detectors. protection in a variety of applications. Model MIX-2251TB adds dual electronic thermistors Medel MIX-52S1H provides 190°F (88°C) fixed to the MIX-2251 B to provide 135°F (57°C) fixed temperature detedion for high kemperature appiications. temperature thermal sensing. Model MIX-2251TMB is a photoelectricsmoke detector with supplementary 135°F thermal. Also known as � AcclimateTM, it uses advanced on-board soflware approved to combine the signals from the photo and theRnat �L ULC �• MEA 2'S' elements. The MIX-2251TMB is a true muldcriteria mpp�d MIX-,�,8, 2731 56295 S6965 7271-U77:122 ��'� (�°��) detector capable of rejecting nuisance sources, bUt �tas+B• ntn-oas�e, rxror-��s+e� paat-�ure� � M!X-Y2bifl�8Rd wmc.ns,s.e�s 7s»•,�n:�+� z�e-oz-E �� stlll responding quicldy to real iires.Acclimate has the ��+� ��+�� a�+� r,�,r-zzs,�, ; ` capability of adjusting its sensitivlty according to the �s�s,ee�„ �.u9�a�o M�+-B a`n:+,a n�nr�s�o "°°"°'�° ; type of envimnment ihat it is lnstalled in. �°`�+�"' ��7ses 4 CATALOG NUMBER 5904 E NOT TO BE USED FOR tNSTALLATICM AURPOSE,R. � Mlrcom►eserves the right fo make changas at arry Ume wlthout notk�e in prices,colours,materials,wmponents,equlpmenf,spedflcaUons and rttodels and alSo to dlswnllnue models. : z i Specifications v.mi, .i« :;iiy . .. R ' •r:;��.••^._ n'y�y��, xt'� y .•�:• ,S�at�•,. - ' �� ;.,},...? .;3.r..:.t �� k _ .-t ..y,:a��;.�.o )iv, "..F�'+1.�»�dh'�;`:,'h4'.�d -�`Y7:ti-.`:.]`��,c.,.�_.,�y...� �a� .o'r':�;',:;�;'- iiry;:.?.:r•.r,r+�i�;.�¢`v`: i'Y •y�u��'_�a:.>\�;.�� .h(4>'h�:;��t >a cS,*.sqtSr��.T-v;�� `Snf�.i..+�nYLi,fr?..,,i�}�,{:�'r�,.�?y$...y ��tt�C .lk�.t�1l��..,.�,.�,5,.;.Cr.v�.�._ .a.�._._....��,r.��,. ..,5.:._,, h��i+�l.M�!��.�1.gg,:.,...r,,...�.....,r._�:...ar:n.::-_.�:+a4tY`»�„v. - 15-32 volts DC peak 10°�6-939'o noncondensing :�,: r�r• �ata. ..T-':.+.-.�P:"5;.:�' .i�`-"�t::�'v£�li`,\}ic;- '..:i%•F.'ti`�:»3� r��S'.` a..1=�r' ,.,.,k. .. ' ..�""� �,-•.N.;..._ti':�.>�� i�' b i�3 � - - ��:�•t.�:�;- . �-,; V�,�►�� t7y `t�.:i yr,,, .m}ti '7;,;t?;;��,,;��... *= I��`�t,S;j�t.r�,xs'^.}� :a�'"�'�Y%u,�• ?a?;�.-`.,.t�,.:� �)`'�°"s��.,;>�: � ..nl�='.'l!J!. ..r_2.k�;,�:K:_<:w„�-:�y.<�,e�'r,.Fa>,�'tt.f)?r;.�i._ ..�?-...4i3�iaE=a,� ��.!��mlc�.�S;:3<�'�>ry,,., .v,iwa� k_-;:�<a�:�•.i3i:::c:�.��;�?.;,'.LC� - n'.�T,<`T.��.�'.t-'r...+va...£�7'� .7.e' 24 VDC(one c�nmunfcatlon every 5 sec.with Fixed Temperature Setpoint: 135°�(57`C) � LEO enaWed) Rate of Rise Detection:l5°F/min.(8.3°C/min.) Photo/Photo with Thermai: High Temperature: 190°F(86°C) ' 3D0 uA�24 VDC(ane communicaBon every 5 sec.with - ��"�'�},�,i,s��' ' :=:?„�"^'��<i��.~�,"ti-:'�'�{-�E:n;4` ,�B�fi� 8�� + � w �•�;� .�a...:,.;.:=o >v, .�ti.,,..c�a•.w LED enabled) �lonlPhoto:32°F to 120°F 0°C t 4 ° 1 � Y 192v � O � �" i � S'� s �,::o,;t�a':; \v`:;`;s:?e',t�.;�'"��:Q :sYy1j;�4.�;�,t�:.o- a �1� :��k,�:?s�ti%+=a=;;��.`t..�..'S^-F3i�:G`�ti"��::ai.::��:=_�'.;F+;:u'� Photo with Thertnal:32 F to i00°F(0°C to 38`C) 24 VDC(on) Thstmal:-4°F to 100°F(-20°C to 38°C) `��, t,� ,�;-� ....s,.,,,,��. ~;�;o.,..r;,;ty�:,;,�;�,,;�,,,:•.,... ti,:.,;• High Temperature:-0°F to 100°F(-20°C to BB°C) - ��!_�:s'rs"stt:.��'�.v�'^As�+�,�'��`�K':'h5"�7�ti"^''c.�p��. 's'�t't�:;�'r:":12.t?;�iSr�v��-,�� - y�}� iK� ..t'L FC.Y� .T13}n.c�.�E'.�}w.fn S h F �}l�`'R�`-�C�^'I'.: !n:T 'Wl� -5 5�� 2A inches(51 mm) �~�' �-;. � �;i:, Ky;.��:- {�,.. _`li'�E'�i;��_..a�.�� ?.i:�;?€.,�i.:1-�T ;,', acx:�..:•;.d,. l.l'A- i LC�iF:n'`ii.i-:��`3Cf'faY_%:C�'iv.i+t�fti �'y;y; {�,,.,\..i_�.,Y �A,v. . ,;,;,; „...,�. ,;,,: �, �� ;k•-,�: ,,:, lon:0-1200 fpm(0-6.1 Msec) �R�!��!�!d�ca;3„'-'-�.-u� =N�4.'� P�n_�`'H; S. ",a � .1�.�•7 �FS":✓-: �'`'`"'��`�_��`'��`r�`''•°'�`��''��Y"°=-u��1�y'��";"-^ Photo/Photo with Thermal:0-4000 fpm(0-20 m/sec) 6.1 inc�hes(155 mm)installed in 821 DLP Base (suitable for installation in ducts) 4.1 inches(104 mm)Installed in 6501 8ase i `N-y� " � ..a > 'ext9`'i!t�� .Sr�'^C4fS,�i��,1,,�J�,•;�,J`t �:<,,;l:��x�:�:�_'1' ��1�1� �'�t u, j-�c;;;� z s,;�;;�;;r�.�.',�- �,:,> C ��=��i.i_-...�.:.��a -S�;Ct�^t<G':.$.S:�J:. \'iS,."�kt:`n�sr<'�'�S�s:1� Hear.a.s oz.��ss g) PhotolPhoto with Heat:5.2 oz.(147 g) lon:5.4 oz.(153 g) Ordering Informatian �'!C -1:.KA:•�1 M�::,�r:;4jq'irS�.�S: :r.F'..._"•hl. t:Y':.�:yr�:ti�fi; i�;i� �Z:G..� :�'`'�{':5. ..r� - :�S�rv.fj:.-.'�:t}�:x - .:G t� ,..c.��t,l�,.�'��' :�_ .,�,a,� �a _ X,�:.�._;;��..'�i;:x�c1l�`..'�A.'tiS:,1'h� :;]sc�S,�a•'3�r?';d`.K;�'��_�i�si�".. a"'1 ' ..4'v^irK::.'�%. �'cu`�„�.. �.�c- f'. � '� 't,., ,aR.��.. ��. �'��< r."v,yiiS'F l.ztr .'..x+i•1 �.,��!�K' �� S:`3.3;-K5.'s��:. `�.A �i �?;< -;n,�a::;�?�:-,:.. � ��:,:� .3.,,s=-.,�s�,.. �:t2=t;>.,�.�"��i. :`�, ,YS.�„ `S:a .::F }, �.�.K��.:s��' :��4..�Ju ..i.a.t:•.':�"v!„�'iJ: �.SJ�..`��{,'.;.� P,. 7.... l�.�t+ t ;...�_ .,"�t�.i�(ti.�.aYt+'t::w:�,4,"-.7.GS�i�(��'.e;;`µ?SBi:akt�r..v...�_r;g': Inteliigent Detectors MIX-i2516 Inteliigent lonization Detector Intelligent Photoelectric Detector Intelligent Phoioelectric Detedor. Remate test capable. For use wfth DNR(IM1�duct detec�ars. MIX-2251 TB Intelligent Photoelectric Detector with 135°F Fixed Temperature lieat Detector MIX-2251TM6 Intelligent AcdimateT"'Multicriteria Smoke Detector MIX-5251B InteAigent Heat Detedor,135°F fixed temperature ' MIX-5251R8 Intelligent Heat Detector, 135°F fixed temperature with rate-of-rise detectlon MIX-5251FI Inteliigent High Temperature Heat Detector, 190°F fixed temperature Bases 6501 Intelligent Plangeless MounNng Base B210LP Inteliigent Flanged Moundng Base 8224RB Inteqigent Relay Base B224BI Intelligent Isolator$ase ' ' 6200SR Intel�Igent Standard Sounder Base(Compatible wih 8501BH Seties) Accessories RA-100Z Remote LED Annunciator Add sutix A"for Canadian model. NO7 TO BE tfBED FOR MI6TALLATION PURPOSES. ! • DI d b ///�/!�i ��CtJ1��„ y� Canada U.S.A. � : 25 Interchange Way d575 Witmer Industrtal Estates � Vaughan,Ontario L4K 6W3 Nlagara Falls,NY 14305 ¢ Telephone:(805)660-4655 To11 Free:{888)660-4655 f Fax:(905)660-4113 Fax TaN F►ee:(888)660-4113 � F E Wab page: httpJlwww.mirc�n.00m Emali; me�7�mircom.conf ISO 9001:20Q6 �� T� � REGISTERED C,�' T s . �� s�sr,�n� ti_�:::��s�:��.:�*�:�:::.�.::��:.:., .�;�^,...s;:.�� 1 '.Citi S\ - �� SEniso� �_:��:.:�... �.. . Q t;..:��r;::T:: �,:,�. •1,,��.M�;:��;��. �;:�.., ,';:'`��}3r .:;';'-'.�'',�-r.�.—„' .� :,: �-�<� �;; � f:�,�. f :;:�:c ,;e:t �::. -,..�,.�;'v;� . .��: � 5:.\;i°Y.�"^,� � ��Z,:;.��,-":. 5Y}� f � • 4:�s i� s�ltYn: .;<;f.}I .._^'.1`k�`�;s`i .y��i�'' w'� k•� � t�•,t.. .y=�' �y, �'`:g oor e. ,,1:;��:.{�,� .�:�� Ind Selectabi ��x�4�:t ��._s:�� :� :;�� :�k.�.. Output Horns �� '� . � �� `��: , � :Y.�;:,;� �`ih`;,::,:;, ;,��.,.� Strobes, and .� � i�� y,��'°'.�.lti� `�:b:�:�: Horn Strobes for �t�� -=�� '=��` �' � : �... :: ,;:� ,�:,�. ,�: .:�:: , .�::.,�a �: , k -: .::��::;: ��' � ��t r.-�n-,�s ',".',�e:;:;t::�. Applicat�ons `?{`�� '��``'�".��;:<��_�:�:::�: �.�. ,:��,;;;.,:._� • • �� '�,`�;��};��;;;jt- =�.,...,.',..Y,:;:�s:�1.: .:��;;;.:�,;;;::-.,. Spect�Alerl�Advance audible visible notilication products SPECT are nch with�eatures guaranteed to cut rnsfallation fimes A o, �, ,� � � E and maximize profits. Features The SpechAlert Advance aerles offers the mast versatile and • Plug-in design wilh minimal intrusion inio ihe back box �sy-tause line ot homs,strobes,and horn suobes in the industry. With while and red plastic housings,wal(and ceiling mounting • Tamper-resistant construction options,and plain and FIRE-prinled devices.SpectrAlert Advance • Automatic selection of t2-or 24-volt operation at can meet virivally any application requirement. 15 and 15/15 candela • Field-seleciable candela settings on wall units:15.15/75, Like the entire SpectrAle�t Advance produci line,wall-mount homs, 30,75,85,110, f 15, 135, 150,177,and 185 strobes,and horn strobes include a variety of features that increase their appiication versatility while simplifying installation.All devices • Horn raisd at 88+dBA at 16 volts feature plug-in designs wifh minimal intrusion into the back box, • Rotary swiich tor horn tone and ihree volume selections making installa6ons fast and foolproot while virtually etiminating • Universal mounling pfate tor wall units costly and time-consuming ground faults. • Mounling plate shorting spring checks wiring continuity before To further simptify installation and protect devices trom consduction device installation damage,SpectrAlert Advance utilizes a universal mounting piate • ElecVicaliy Compatible with legacy SpectrAlert devices with an onbosrd shorting spring,so installers can test wiring • Compatible with MDL3 sync module continuity before the device is installed. • Listed tor ceiling or wall mounting Installers can also easily adapt devices to a suit a wide range of � application requirements using field-selectable candela settings, � automatic selection of 12-or 24-vott operation,and a rotary switch � ior horn tones wilh three volume selections. � � : - Agency Listings _�, ��- ��F M �A �� USTEO �vraovm approved �us�rss�e�p�x�aattise.0 � 714''r7ff3IH5(Iwm s9:bls, 8 57711(e�imOs.hGtn Wrohes,hvnsj 901'357: FLE ',i•OS�E tlrn�a Mbciies) t 555�s(sweec) nas-tss.�s�(har�s,d�,;�) � � i ; E i Spe�ctrAlert Advanc�Spec'rf'ications - . . . ��i SpecfrAleri Advancs homs,suobes,ant!hom s2robes sha34 mount to a standard 4 x 4 x 1'lrinch back box,4inch octagon back bax,or doubie-gang back bax.Twawire products shalf atso mount ta a singie-gang 2 x 4 x 1718-inch baok box.A Wniversai mounting plata sha(i be used tor rrrpurrting ceiling and walf products.The notificafwn applianoe circuA wiring shalt terminate at the universal mounUng plate. + Also,SpactrAlert Advance produats,when used wliFs the S�+no•Circuit"Nlodttle ac�essory,shall be powered from a nan-caded no4itsca6an appliance circuif output and shalt operate an a nomina{12 ar 24 valts.When used wifh ihe Sync•Cireuit tviadute,i2-vatt-rated no6fication appliance circuii outputs shall operate behnreen 8.5 and 17.5 volts;24-voit-rated noMicatian appliance circuit outputs shal!ppqrate bohveen 16.5 and 33 vofts.Indoor SpectrAlert Advance pruducts sha1E opetate befwean 32 and 124 dsgrees Fahrenheit from a regulated DC or tuH- wave rectified unfitEered pawer supply.Strobes and harn strobes shaii fiave field-selectebte cande(a settings inclu�ng't5,15i75,3fl,75,95, 110,115,135,750,177,and 185. Sirobe The sirobe shaU be a System Sensor SpecGAlert Advance Model listed to UL 79�1 and sha11 be approved far tire protective service. The strobe shaR be wired as a prirnary-signaling notifioation appiianoe and compty wi�the Americans with D"ssabiliiies Act tequirements for visible signaling appiiances,f#ashing at t Hz ovar the stra6e`s entire operating vattege range.Tha strobe light shati consist at a xenon ilash tube and assooiated Isns/reflectar system. Horn Strohe Combination The horn strabe shall kxa a System Sensor SpectrAtert Advarce Madel listed to UL 1971 and UL 46�1 and shall be approved for fire proiective service.7hs horn strobe sha�l be wired as a primary-signaf'sng notification apptiance ancf comply with tha Prnecricans with €3isabitities Act rsqukernents tor visibie signaiing appiisnces,flashing ai 1 Hz over titie strabe`s enGre operatlng voltage range.The strobe Ilght shall consist ot a xenan flash tube and associated lens/reflector system.The horn shall have three audibility aptions and an aption to swftch betv�een a lemporat ihree pattern and a non-temporaf(continuous}pat#ern,These opiions are sef by a multipie pos'stion switch.On four-wire praducts,fhs shobe shatt be pawered independenily ot the soundec The hom on han sVobe models shall operate on a coded ar nan-coded power supply. Synchronizstion Moduis The mndule shail be a Sysiem Sensor 5ync•Gircuit model MDL3 listed to UL 4S4 and shall be approved for tlre protective setvice.The module shat!synchronize SpecUAtert strobes at 1 Fiz anct horns at tempara�three.Also,wtiife operating the strobes,ihe module shall siience the hor�s on horn strobe morfeis over a single pair of wires.The mc�ule shali mouM to a 41 V'i6 x 411/16 x 21/8-inch back box.The module shal!also control lwo Style Y(class 8)eircuils or ane Style�'(class A)circuiL The mudule shall synchronize mulGple�anes.Daisy chaining two or more syr�hranizaiion modutes iagetf�er witl syncl�ronlze alE the zones#hey controi_The moduEe shatt nat operaie on a cadad pawer suppy . . Standard OperatingTet�sperature 32°�#o?2Q8F{O�C#0 48°G} Humldity Range 1 p to 934'ti non-condensing Strobe Ftash Rate 1 tlash pet second _Notninai Vottage Regulated 12 DC/FWR or regulated 24 DC/FWR' Operatl�g Voltage Range' 8 to 17.5 V(12 V nominai)or 16 to 33 V(24 V nomfnal) Operaflhg Voltag$Rat�ge M[}3.8 Sync Madule 8.5 to 17.5 V{12 V nominaty or 18.5 ta 33 V(2k V numinal} InputTetminal Wlr�e Gnuge 12 to i6 AWG WaR-AAount Dimensions{Indudirtg ter�gj 5.6`L x 4.7"W x 2.5'D{142 mm L x 118 mm W x 6d mm D} Ham Dimenslons 5.6"L x 4.7"W x i.3"D(142 mm L x 119 mm W x 33 mm D) Wall-MauntTrirn Rtng Dlmenslons(sold as a 5 pack)('TFt-HS) 5.7'l�x 4.8'W x 0.35"D(145 mrn L x 122 mm 4V x 9 mm b) Notes: ].Full Wave Recblied(FWR)voltage is a non-regulated,time-varying power source lha4 is used Dn sane power supply arzd panef outpuis. 2.P,S,PC,and SC�roBucts w131 operate at 72 V nomirta!only for 95 and 1�I75 cd. ; i I � � � � � a � . � . � � i I' ! r i UL Current Draw Data � . � . � 8-175 Votts 'f 6-33 VoRs 8-17.5 Volts i 6-33 Votts � Candela DC FWR FWR Sound Pattem dB QC FWR aC FWR Standarc! 15 123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Mediurn 44 49 56 69 ' R�Be 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 153 N�-temporal High 57 56 &9 75 95 NA NA 176 Non-temporal Medium 42 50 60 69 11Q td4 NA' 202 795 Non-temporal Low 41 44 50 50 1�5 NA NA 210 205 Coded High 57 55 69 75 Ntgh 135 NA NA 228 207 Coded Mediwn 44 5i 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 17� NA NA 281 251 185 �fA NA 286 256 � . . .- . 8-17.5 Valts 16-33 Vofts (3C Input 15 75/75 15 15R5 30 95 1y0 1i5 Tempora�High 137 147 79 90 '107 184 212 218 Temporel Medium 132 144 69 80 97 157 182 201 2i0 Temporal Lvw 332 143 66 77 93 154 179 198 207 Non-7emporal Fiigh 141 152 91 100 116 f78 201 221 229 Non-Temporal P�ledium 133 145 75 85 102 163 187 207 21fi Non-Temporal Low 131 144 b8 79 96 156 182 201 210 FWR Inpu! � Temporel High f36 155 88 97 112 168 190 210 218 Tempwal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-Temporal High 142 161 103 172 126 181 203 221 229 Non-Temporal Medium 134 15S 85 95 710 166 189 208 216 Non-Temporai Low 132 154 80 90 105 161 184 202 211 � . . .- . 1fr-39 Volta 16-33 Volts DC Input 136 150 17'7 185 FWR InP�t 135 i50 177 185 Temporai High 245 259 290 297 Temporal High 215 231 258 265 7emporal Medlum 235 253 288 297 Temporai Medium Z09 224 250 258 Tempwal Low 232 251 282 292 Temporal Low 2D7 221 248 256 Non Temporal High 255 270 303 309 Non Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 236 254 291 295 Non-Temporal Low 214 229 256 262 : Horn Tones and Sound�utput Data i .. . .: � 8-17.5 i6--33 24-VoltNominal 1 S1r�ritch Vohc Vaits ReverbewaM Anechoic � Poskton Sound Pattem d8 RC FWR DC FWR DC FWR DC FWR � 1 Temporal Nigh 78 78 84 84 88 88 99 88 F 2 Temporal Medium 75 75 80 80 86 88 9S 96 � 3 Temporal Low 71 71 76 76 83 80 94 89 � _ 4 Non-Temporal High 82 82 88 88 93 92 100 100 � 5 Non-Temporal Medium 78 78 85 85 30 90 98 98 6 fVon-Temporal Law 73 74 81 87 88 84 96 92 �, 7t Coded High 82 82 88 8B 93 92 1d1 101 � � 8t Coded Medium 78 78_ 85 85 9U 90 97 98 � St Coded l.ow 74 75 81 81 88 85 46 92 � �Settings 7,8,and 9 are not avaiiable on 2-wire Y�om strobes. R � • 4 } f i r r �4 . ? SpectrAlert Advance Dimensions - 4.7" 2.5" - : ��ra � i � � I 5.6" � Wall-moutrt hot�n strobe6 SpectrAlert Advance Ordering Information � . . .. . . Wall Hom Strobea Wali Strobes(eont) P2R 2-Wire Han Strobe,Standard cd,Red 5RH S1robe,High cd,Red P2R-P 2-Wire Hwn Strobe,Standard cd,Red,Plain SRH-P Strobe,High cd,Red,Plain P2R-SP 2-Wire Horn Sbobe,Standard cd,Red,"FUEGO" SRH-SP Strobe,Nigh cd,Red,"FUEGO' P2RH 2-Wire Horn SUohe,High cd,Red Strobe,Standard cd,lNhfte P2RH-P 2-Wira Horn Strobe,High cd,Red,Plain SW-P Stro6e,Standard cd,Whit6,Plain 2-Wire Harn Strobe,Standard cd,White SWH Strobe,High cd,White P2W-P 2-Wire Horn 5trobe,Standard cd,White,Plain SWH-P Strobe,High cd,White,Pla�n ' P2WH 2•Wire Horn Strobe,High cd,White Horr�s P2WH-P 2-Wire Han Stro6e,High cd,White,Plain HR Hom,Red P4R 4-Wire Horn Strobe,Standard cd,Red NPJ Horn,White P4R-P 4-Wire Han Strobe,Slandard cd,Red,Plain Accesso►ies P4RH 4-Wire Horn Strohe,High cd,Red TR-HS Trim Ring,Wall,Red P4W 4-�re Horn Strobe,Standard cd,White SBBR lndoar Surface Mourtt 8ack Box,Red t' Wall Strobes SBBW Indoor Surface Mount Back Box,White i SR Strobe,Standard cd,Red � SR-P Strobe,Standard cd,Red,Plain SR-SP Strobe,Standard cd,Red,"FiJEGO" � i M1lotes: ; All-P models have a plain housing(no"FIRE'marking on cov�sr) 't ' All�P modais have'FUEGO'marking on cover 'Standard cd"refors to strobes that includo 15,15(!5,30,75,95,110,and 115 candela settings. i `Hiph cd'refers lo sVobes that include i35,150,577,�185 eandeta setCmBs. � : ! �� S�'E� 3825 Ohio Avenue•St.Charles,IL 60174 nM„sr��M�,�. � �`1 �ewrsO�, Phone:800-SfNSOR2•Fax:630-377-6495 RIXA+GSpeolirzl�n:ndtpqbdvr�lN'JwLLriW�.Vy��,aJrt597i5y.Gm c kr anaN pu.'AZI lMd��tul�d�n9 ttw Ir,Wsi wrcian d Cti�daw ehe`B. � �y' �►Y www.systemsensor.com amstoxoi.,na � i s �� `�1 S�Y'STE/VI . . - `,...�� S/E'NSC)R� . . .. : - g ,,�.- w`�'x`•t � .�)�NY .�C �a; � �, ` . . •��s' ,��: lndoor Sefectable- `�� t�. � �`�'��'�� ..�.,;;. Output Strobes and � ��.�<�� Horn Strobes for ��'� �, ��, ' ` ;:��.; .... Cei�in A li i �..`��.`�� .- :� � pp cat ons �t��;�� .;;..;. �.�� :�. .:� .;: . :.::. .. SpecfrAlert�Advance audible visible notilicatian products � �''��`�`�. }.;. ... ,. are rich with features g�aranteed to cut installation times SPECT�� and maximize profits. ,�e cs v .a► r� c E FC8tU1 PS The tq�eotrAlert Advanca sertms otters the most versatlle and • Plug-in design with minirnal intrusian inlo the back box easy-tause line ot horns,strobes,and horn strobes in the indusiry. �th white and red plaslic housings,wall and ceiling mouniing • Tamper-resistant construction options,and piain and FIRE-printed devices,SpechAiert Advance • Automatic selection ot 12-or 24-voft operation at 15 and can meei virtuatly any application requirement. 15/75 candela • Field-selectable candela settings on ceiling units:15, 15/75,30, Like ihe entire SpectrAlert Advance product line,ceiling-mount 75,95,110, 115, 135,150,177,and 185 strobes and horn strobes inctude a variely of features that increase thei�app(icatton versatility while simplitying installation.A!I devices • Harn rated at 8B+dBA at t6 volts feature a plug-in design with minimal inlrusion;nto the back box, • Fiotary switch for horn tone and three volume selections �ng installations tast and foolproof while virtualiy ei7minaGng • Universa!mounGng piate for ceiling units costly and time�onsuming ground taults. • Mounting plate shorting spring feature checks wiring continuiiy fo further simplify instailation,SpecVAiert Advance utilizes a before device installation universa!mounting plate so you can mount them to a wide array • Electricaliy Compatibie with legacy SpectrAlert devices oi back baxes.With an onboard sharting spring,instaflers can test • Compatible with MDL3 synC module wirin8 continuity before the device is installetJ. • Listed for cefling or wall mounting Installers can also easily adapt devices to a suh a wide range of application requirements using tield-selectabte candela settings, automalic selection of 12-or 24-voft operation,and a ratary switch for horn tones with lhree vofume sefections. ! � ; � - Agency Listings ` � � `� € . �� FM � � LISTEO �novzu aPProved "'�-�sG:A,ec i��e��o�� u�-ts�o,ra in�,a+,aaes. G SC071(eh+mcs n:m atmtes�la�nrc) 30.:i"s)2 MEAnS"<-OSE rn'anb svobes) T 55572(wrooexl 7f35-1653:OtRa��,d�mesl � ' � 4 i r # i I SpectrAlert Advance Spec�ications . . . General � 5pe�irAlert Advance strobes and horn strobes shap mounl to a standard 4 x 4 x t%z-inch back box,4-inch octagon back box,or double- gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17B-inch back box.A universal mounting plate shall be used for • mounting ce�'ting and wail products.The notification appliance circuit wiring shall terminate at the universal mounting ptate.Also,SpectrAlert � Advance products,when used wiih the Sync•Circuit'"Module accessary,shall be powered from a non-coded not'rfication appliance circuit outpu!and shall operate on a nominal 12 or 24 volts.When used with lhe Sync�Circuit�Aoduls,12-vol[-rated nolification appliance circuit outputs shaH operate between 8.5 and 17.5 volts:24-vo1i-rated notification appiiance circuit outputs shall operato belweon 16.5 and 33 vohs.Indoor SpechAlert Advance products shall operate between 32 and 120 degiees fahrenheit frorn a regulated DC or full-wave recti(ied unfittered power supply.Sirobes and hom strobes shall have field-seiectable candeta settings including 15,15175,30,75,95,110,115,135, i50,177,and 185. Strobe The strobs shail be a System Sensar SpecbAlert Advance Model listed to UL'f971 and shail he approved far tire protective service. The 5trbbe shaH be wired as a primary-signaling notification appliance and comply wfth the Americans witfi Disabilities Act requirements for visible signaling appliances,flashing al 1 Hz over the saobe's enUre operating voltage range.The strobe lighl shall consisk of a xenon tlash tube and associated IensJreflector system. Hom Stro6e Combinatlon The horn strobe shall be a System Sensor SpechAlert Advance Model tisted to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shai!be wired as a primary-signaling notification appliance and compty with the Americans with Disabilities Act requiremenis for visibie signalirtg appfiances,flashing at 1 Hz over the strobe's ermre operating voltage range.The strobe light sfiall consist of a xenon flash tube and associated lens/retiector system.The hom shall have three audibifity opfions and an option to switch between a temporal three pattern and a nan-temporal{continuous)pattern.These options are set by a multipte position switch.dn four-wire products,the strobe shall be powered independently of ihe sounder.The horn on horn shobe models sha11 operate on a coded or non-coded powea supply. Synchronizatfon Module The rrtodule shali be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for tire protective service.The module shali synchronize 5pectrAiert strobes at 1 Hz and homs at temporal three.Also,whife operating the sVobes,the module sha11 silence the horns on horn sirobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 2 ii8-inch back box.The module shall also eontrol two Sryle Y{class 6)circuits or one Slyle Z(cfass A)circuil.3he madule shall synchronize muitiple zones.Daisy chaining two or more synchronization modules together will synchroniza all lhe zones they control.Tha modute shall not operate on a coded power suppiy. Standerd C3peratingTemperature 32°F to 120"F(0°C to 49°C) Humidky Range 10 io 93°/a non-condensing Sbobe Fiash Rate 1 tlash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR' Operating Voltage Range' 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Opetating Voltage Range(MDL3) 8.5 to 17.5V(12 V nominal)or 16.5 to 33 V(24V norninal) Input Termlhal Wlre Gavge 12 to t B AWG Ceiling-Mount Dimensions Cncluding lensj 6.8'diamater x 2.5'hlgh{173 mm diameter x 64 mm high) Geilin�Mount SuHax ENount Back Box Sklrt Dimensfons 6.9'diameter x 3.4'high(175 mm diameter x 86 mm high) (SBBCR,58BCdl� Notes: 1.Full Wave RecHfied(FlNR)volfage is a non-regulated,time-varying pawer source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only tor 15 and 15/75 cd. i i � , � ` � i E i i � � . � � E � AYDS10101 F s � t F UL Current Draw Data . 8-'fr5 vo►ts 16-33 volts r Candela DC FWR FWR StandaM Candela Range 15 123 128 66 7i 15/75 142 i 48 77 $1 ` 30 NA NA 94 96 NA NA 153 95 y r� NA NA i81 176 110 NA NA 202 195 115 NA NA 210 205 High 135 NA AlA 228 207 Candela Fiange 150 NA NA 246 220 177 NA NA 281 251 185 NA NA 286 258 � - . .. . .- 8-17.5 Valts 16�3 Va[ts OC In ut 15 15/�5 15 1SR5 30 SS 110 115 ' T 137 147 79 90 107 194 272 218 Temporal Medium 132 ^14A 69 80 97 157 182 20'I 210 Temporal Low 132 t43 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 118 176 201 221 228 Non-Ternporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 i82 201 210 FWR Input Temporal iiigh i36 155 88 97 112 168 190 210 218 Temporal Medium 129 152 7$ 88 103 160 184 202 206 � Temporal Low 129 151 76 86 101 160 1B4 194 201 Non-Temporal High 142 167 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 190 166 189 208 216 Non-Temporai Low 132 154 80 90 105 161 184 202 211 � 16-33 Volts f 6-33 Volts pC Input 135 150 1T/ i85 FWR Input 13S 150 1T! 185 Temporal fiigh 245 259 230 297 Temparal Nigh 215 231 258 265 Tempaal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 25i 282 292 7emparal Low 207 227 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Med(um 242 259 293 299 Non-7emporai Mediuln 219 232 282 267 Non 7empora�!ow 238 254 231 295 Non-Temporal Low 214 229 256 262 Hom StrobeTones and Sound �utput Data . .. . �175 ��g 24-Volt Naminai �� Votts Volts Reverberant Anethoit Poeition Sound Pattem dB DC F1MR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal PAedium 74 74 80 � 86 86 96 96 3 Temporal Low 71 73 76 76 83 80 94 89 4 tVon-Temporal High 82 82 88 88 93 92 100 100 _ 5 Non Temporal Medium 78 78 85 85 90 90 98 98 B Non-Temporal Low 75 75 Bi 81 88 84 96 92 � 7� Cod6d High 82 82 88 88 93 92 101 101 St Coded Medium 78 78 85 85 90 90 97 98 � 9t Coded Low 75 75 8i Sl 88 85 96 92 � 1Setlings 7,8,and 9 are not avaitable on 2-wire hor�strobes. ; AVDstoto, � � � 4 i Spec#rAlert Advance Dimensions 6.8° 6.922' h---2.5" Qi8. die. ■wr � �� o 0 0 � o 0 2.5� o � 0 o p o 0 0 Cel[Ingmount hom strobes Ce111ng back box surtace mot�ni badc box SpectrAlert Advance Ordering information ._ , . Celling Hom Strobes• Cefling Strobes PC2R 2-Wire Horn Strobe,Standard cd,Red SCA SUobe,Standard cd,Red PC2R-P 2-Wite Horn 5trobe,Standard cd,Red,Plaln SCRH Strobe,High cd,Red (no`FIRE")marking 5trobe,Standard cd,White 2RN 2-Wire Horn Strobe,High cd,Red SCW-P Shobe,Starxiard cd,White,Piain(no"Fire")marking 2-Wire Han Strobe,Standard cd,White SCWH Strobe,High cd,White PC2W-P 2-Wire Horn Strobe,Standard cd,White,Plain AecessoNes (no"FtRE")marking SBBCR Surface Mount Back Box,Ceiling,Red PC2W-SP 2-Wire Horn Strobe,Standard cd,White,"Fuego" S88CW Surface Mount Back Box,Ceiling,White marlcing PC2WH 2-Wire Horn Stro6e,High cd,White PC2WH-P 2-Wire Horn Strobe,High cd,Wfiite,Plain (no`FIRE")marking PC2WN-SP 2-Wire Horn Strobe,High cd,White,"Fuego" PC4R 4-Wire Hwn Strobe,Standa�d cd,Red ; PC4RH 4-Wire Horn Shobe,High cd,Red '; PC4W 4Wire Horn Strobe,5fandard cd,White ! i Notes: ? - All-P models have a plain housinc�{na`FIRE'marking on cover) � ' AN-SP models have'FUEG O°marktng on ccver 'Standard td"�efers to strobes that include 15,15/75,30,75,95,1 i0,and 115 candela settings.'High cd'telers to strobes that include 135,150,�T,and 185 ; candela setdngs. � . � � �STEM Ar7�s sys.orr.sesaa. � 38250hio Avenue•SL Charles,IL 60174 R�„d�n�.�nu��a�„„,i,w„a;,,.v��...,d„��,,.�„ �� SENSOR� Phone:800-SENSORz•Fax:630�77-6a85 ta��O��rc'��'T�'g�'��`�"��dMwdaWsneaL [ AVDS10702•03liS �. � � 4 S 1 �� SrsrEn�► � �� SEn�soR� : SSM/SSV Series Alarm Bells System Sensar's SSM and SSVseries alarm bells are low curreni,high decibe!notificarion appliances for use in fire and burglarysystems or othersignaling applicrrtions. Features R�Ilabk Perfortnanu.The SSM and 55V series provide loud •Approved for indoor and outdoor use resonant tanes.The SSM series operates on 24VDC and are motor driven,while the SSV series operates on 120VAC utilizing a vibrating •Low current draw mechanism. •High d6 output •Availabie in six-inch,eight-inch,and ten-inch sizes �mp�tMd InstaNstion.For indoor use,the SSM and SSV series mount to a standard four-inch square elearical box.For outdoor •AC and OC models applications,weatherproof back box,model number UVBB,is used. •DC models polarized for use with superoision circuitry •Mount directly to standard four-Inch square electrical box indoors T�e SSM and SSV series come pre-wired,to reduce installation time. The SSM series incorporates a polarized electrical design for use with �SSM and SSV series come pre-wired supervision circuitry � ; ; 9 f i E � � t s � � Agency Listin s� - � � ' V` ( m �C FM `� ��w ltSTED �r�� .r.�oKs �pproved ; 511�t1 i551v �uu5255 119SIA530217 931�u1-E � P �t t k �3' 1 1 SSM/SSV Specifications Model shall 6e a SSM or SSV Series alarm bell Belis shall have undetdome strikers and operating mechanisms.Gongs on said bells shall be no smaller than ` nominal 5%8%10'(specf(y size)with an operating voliage of 24VDC or 120VAC(specify by part number).Bells shali be suitable for surface or semi-itush mounting.Outdoor surface mcwnted Installattons shafl be weatherproof(using optional W88 weatherproof electrical box�Otherwise belis shall mount to a standard 4'square electrtcai box hating a ma�dmum projection oF 2��:fiells shall be located as shown on the drawings or as determined by the Authoriry � Naving Jurisdlction.8ells sfiall be listed for indoor/outdoor use by Unde�writers Laboratories and the California State fire Marsfial,and appraved by Factory Mutual and MEA • OpetatfngTemperatureRange —31°Fto140'F Operadng VolWge SSM serfes:24 VDC 5SV sertes:l2o vAC TerminaUon Provided with 2 seu of leads for iMout wiring , Service Use Fre Alarm,General Signaling,Burglar Alarm Warranty 3 years Model Gong Dlameter Nominal VolWge Operating Voltage Maximum Curte►�t Sound Oucput(dBA) (inches) Um[t 6 Regulated 24VDC 16 to 33VDC -535mA 82 SSM24-B 8 Regulated 24VDC i 6 to 33VDC DC 31.1 mA/FWR-53SmA 8(1 �T SSM2410 10 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FY,lR-53SmA 87 SSV120-6 6 Regul�ed 120VAC 4b to 132VAC 53mA 85 SSV120-8 8 Regulated 120VAC 96to 132VAC 53mA 82 SSU120-10 10 Regulated120VAC 96to132VAC 53mA 82 •Sound output measured at Underwriter Laboratories,as specified in UL464 Ordering Information - .- SSM24-6A Bell,6:24V�,Polarized,ffidBA SSM248 SSM24-ffA Bell,8;24VDC,Polarized,SOdBA SSM2410 SSM2410A Be11,10;24VDC,Polarized,S1dBA SSU720�6 SSV120-6A Bell,fi;120VAC,85d8A SSV12a8 5SV120-SA 8ell,8:720VAC,82dBA i SSV12o-)0 SSVl20-l0A Be11,10",120VAC,82dBA ►�e Weatherproof back box for SSM and SSVseries,when installed outdoors 4 ! 1 f � f . � � �r 1�� m.'ol t S.stem S'ntx � ``� 3825 Ohin Avenue•St.Charles,IL 60174 �,tt�„o,,,,�,�«�,,,,�,,,�,,Q,�,,,��;,,V„�„�,,,��,,,,� ��Y SENSaR` Phone:80aSEAf50R2•Fa�e630-377-b495 "11°"a°ac"'�"'.u�""�m�er�'°'e"�'�w:da'°�"'"R'. � /wwiaoa�o•oe✓n.rze�o - E t E _ e � �`�� '�•�.}.;,,; �x,..�+a'`;'y i}2��'}, �i�,�;zi�; ry #R��=.:; �rc;i.}�.aw M,i: �.E`-�. z. �i>... .,.�". �� • ycaA� i:"'- 2��'�c,.a�^ '�� s1 �'ri � i� �: .a',-�a,'',f;i'��?�.y�.yY q,.;1.}S;�x3�, - � SENSQR� `: �µ�"��,�L�:V��.��T ; ��;.�� „ .- :,, ��.�Y ` � ��Y : Intelligent Non-Reiay :��,�� u �-�,� , Photoelectric Duct �`�� .�..�:F�� Y A h+T Smoke Detector �� 5 - �� .� � �� . The lnnovairFlex"Series are rhe only ducrsmoke 9 9 Inna�r�� dete�tors flexible enou h to fit confi urations from k��_ square to rectangular and everything in between. F!iltYflS l�h'�'i�� R and DNRW are tntelligent •Photoelearic,integrated low-flow technology (addressable)non-relay photoelect►fc duct smoke detectors. (detector head sold separately) Like all InnovairFlex deiectors,the DNR and DNRW both feature an adjustable housing design that fits square and rectangular •Air velocityrating(rom 10D ftlmin to 4,000 ft/min installation faotprints,mounts to both round and rectangular •Adjusts to square and rectangular mounting configurations ductwork,and utilizes tool-free,piug-in sampling tubes for inueased •Broad ranges for operating temperature(-4`F to 158°F)and application ftexibiliry and tnstallation ease. humidity(046 to 95°k non-condensing) These units sense smoke in challenging conditions,nperating in •Patented tool-free,plug-iri sampiing tubes airflow speeds of 1�to 4,000 feet per minute,temperatures of—4°F •New cover tamper signal to 158°F,and a humidiry range of 0 to 95 percent(non-condensing). •increased wiring space with a new�'<-inch conduft knockout �or even more extreme envlronments like rooftops,the�NRW3 NEMA 4rated vratert(ght and W resistant tiousing protects against •Housing has space for mounting a relay module windblown dirt and dust,rain,and hose directed water,enabling it •Easily accessible code wheels on sensor head(soid separaiely) to be installed without a costiy enclosure,saving time and money. •Clear cover for convenient visual inspection The InnovairFlex housing cover isolates the sensor head f�dm the •UL 2b8A listed I�w-flow feature for simple maintenance,and a cover tamper feature •Remote testing capability initiates a trouble signal for a removed or improperly installed •Requires com line power only sensor cover.The housing also provides a j/,-inch conduit knockout and ample spa�e to facilitate.easy wiring and moundng of a relay •NEMAType 4 UL listed for nan-hazardous indoor and outdoor module to meet specific appl}catlon requirements.These deteRors applications(DNRW only) can be customized to meet local codes and specifications without •W-resistant,UL-listed housing and cover material additional wiring. (DNRW only) The InnovairFlex fine is compat)ble with all pre�rious Innovair models, indud+ng remote test accessories,for easy retrofits. i i WARNING:Duct smoke detectors have specific limitations. � � � A�ency Listtngs � � s r �L FM � � � (�$�� n�ovm Y ippTOVed �s� 3ozs�ao u.riai�o.wx�o zi�s E � � t � � € i i i i InnovairFlex Duct Smoke petector Specifiwtions The air duct smoke detector shall be a System Sensor InnovairFlex'"DNR In[eliigent Non-Relay Photoelectric Qud Smoke Detector and DVRW'JYatertighr NEMA ' 4 Ducc 5moke Oet�aor.The detettor housing shall be UL listed per Ul.268A specifitally for use in air handling systems.The flexible housing of the duct smoke detectorfits hoth square and rectangular footprinu.The detector shal(operate at air velocides of 100 fUmin to 4,Q00 ft/min(OS m/sec to 2032 rt✓sec).The unit shall 6e capable o`providtng a Vouble signal in the event that the sensw cover is removed cr f.mproperly instalied It shall be capable of Iecal testing via magnetic switch or remote testing using tfie R75151 KEY remote tesC SCation.Terminal mnnections shall be of the strip and damp methed su�table for 12-18 ' AWG wlring. Slze:(Rectangular) 1438 in(37 cm)Length;5 in(12.7 cm)Width;2.5 in(6.6 cm)pepth (Square} 7.75 tn�t 9•7 cm}Lengih;9 in(?2.5 cm)Width;2S in(635 cm)bepth Weight; 1 b Ib(0.73 kg) Emironmental Rating NElNA 4 iDNRW onty'� Operating Temperature Range: -,4°�ta 158°F(-20°C to 70°C) SiorageTemperature Range: -22°f to 158'F(-30°C to 70°C) Ope►ating iiumtdity Range: 0�'o to 9596 relative humfdiry(norrcondensing) Alr Duct Velocity: t 00 to 4,000 h/min(05 to 20.32 m/s) DC81L(if tnduded): 17.5-26.4 WC,95 mA max Plwse see detector head Instailation manuat for eledricat specificaUons . Device Standby Alarm RA19DZ 0 mA 12 mA Max. RT51 Sl/RTS 151 KEY 0 mA 12 mA Max installing!he InnovalrFlex Sampling T�ube The fnnovairFlex sampling tube may be installed fiom�he front or back af the detecior.The tube locks securely into piace and can be removed by releastng the front or rear laking tab(frorn locking tab shown below right}. ...;,�,., ?��' >'4�...+''n�,'�:x�•-r,'t�'t� •;,+?;•.l;:i:�' SY:�::',��.� s�'.n� - t,:,.. •�:'�r,;y iit�c'�4at?;Yt'b ''+R:�b`�"��T� '��t;;!F•.:�,�.��,�i'Ts ,i�'::�:? :i�:�,v:�•y�'S�r, ;:t:i'":� ,„.F tiy�K:foAi: ,��. ��ti.nox�.n.�,,a`-:..'� .�`��' .;a�..i.:':��.::.i:ij�i:';^,�i�1�� .=.}'.:i `�.�,".ss - :;f"' . r:EF=�»':,'.,�'s';i".+ >�' �,'p-c��•'3:?��?�.,3' S�S�,s\ :�\''::�:•��l:i�:�C;; ..a.,3r.a�L.:�:..xe�.s,>v� .y,',•".�': ��.:.�:;�' .ti�;,f„; 7 ' nh'�S x:� r,4y} ..�"' "�^�4�i '�. ...\��?r.�:V�i�.�f��4.:� ' �'�`h�� '� ' .Y- :7. ..�:h;..v+..;;34�.i-v� �� ,u.'i• M� h :;n;��.,�i.,��,: �.�a.:.� a"��: �i�; � '"�°tP.e>:�.;,..�2g' -'��-c°..�` `K,+-��,`� :.1..};:?aa�e�.5,>:�>;<•Mt. ,�. ,s��;�+r�: ;`t- ��• �•:�;�,.. ��.� `�� '�, i..��... �� . ��;a ..;s _liit'�'�..�.=.'-� �x-'�,;4�t�� :`jii.:::;��.�.�. ,� �. �': , _ � i::.s^ r,a.•�'�-.�C{F'K'>,rv''' ��f -- �'•ii:4�tir7::;i'�.n,`,:i�l�'�s=°�.�.�.�< ..j4.- ,:c!��%K:::y2i: ��`�'r. .�i �;�-'`''=�a+r.;�g�i..,�,C��r � ,:� :'{i:`^s:;`i .�i_�>��:,bav;i�,l:�;is��+��y.. ;=as.' ;'�ti'•�; .<'�.�'. � .i��'E:.,`J'ei u.. .,yi.:5.Y,'F^..r�c>.YAe'�j �)�p�'' < � i,;{- . ��:;. '� t � Y�5•�J'�i`X,�! ��.;i 4i1'� .t"`li�.�:;��1>`S"T, ��:'j �� 5�;=` ,.� �`�a�� ' Y i �r�SC ` °�' .. v�:ti;;z_�.v- a� � � � �$ y,�w�'�`�.;��,y"', �"�5^ ':�;'4:� ..�yR.„,'f., , :� i=.trL`: :. +'�x41i:,t..::' F 9„ `i�s� ,.• �'� - ' • _ f`•�r��a �,r?�t $ .,n'3 `'��i a' ,. ,r� qF .,. ,�) ,�,'. 5 t;\;•,� ;� k��; «�,�K, � :��. .: , `L.._ _ :; ��:;� `��:1,�} i ;,��,'-. �.:t-;�` �s;;p �L�::,:7 �} . � �. k: , °+�fn3'� 7. :�y,.S t:i:rlr.'.;:��::.rc:'i. � 5.,;....�..M i �..:;1;..;_;.-.��.�".. i�� }��fi� _i a:.: V � 'f��:l� . � t`'!%��Ye-^' " '.� .�<i`. �'3'��\+t^\?�i'Iv:j F �}., Z' .�'�'r�i'-'.,, :�;<S. , � „r'..'v��`'s•+ .:?"�t�."�'. 5.,;:-.r.. _ �"a�+'.��'�''4v� t:`7w� :�e+ .��'Sq,'�l\ ��S,a_ ';t� -i 2� �`�.�. ,.k. ,rt..�c "'sr'�'= ,i a__"F� .,a„ •�`g _;.=.-��,ii�"`�"r � iz;i't?::3t:��i� �i±u� + ,:�; '£'ys-� �'c`'z�: �'L ti,s.�,�:� ...arz. =�'�;s�..c�.'�itii �,!` ,r�s._sc�i�� ;c:L;p�:r,'_..�� 'c �:2.�4-"<�'�'-�.�'ti` �-`"�,� �`v`��..-r' =�F, �'- ' e'vs'. �:�y�' 'y ;vat�:.=�;i,�;' '•�� f �?u} 4"..��av�� .'.�,,: ;IFY'";1S 2� �!"�•!-#��d�i�"x"c. �,`�� ,. .Z+y' '."rF?�n-{p��a.�i� l S �?y -,')t 9. A�-.?iY'" ��u ' �� @t�3-�' �"\j�'�:: 1:��`�:qn� i .^l,tX: x . ;: `y_ryr ` L�,� �' � ^,� �'� �,n$',�'"-�'�"� �� "{� . "4`'��s,L'+�4 E. e .'+.".�.�i�:';I�tk�t � :f2L�:�'k` w�an� . ;Cz ^.s::��'b4. :.:SN.�:,-u,s:a � ��.'cfi.,cti�?�%a� .?.:i»;.s:�;oi:::_3�.... _ .s" �v.c•�t, z...;f �.`_,S t•,"; 'K.- � '"C."",,, `?. Fwauoo5 � � E E I r I i i Wirieg for Intelligent Non-Relay Duct Smoke Detector System wtfng dfagram forDNR: �----� •------� , � I j � I ! COMM. � 1 ' I � LWE(+) �� I COMM. I � � 1 LINE I j � I I COMM. � 1 � � LINE(-) �"'�' � I � � 1 I � I � --� �— --� UL/FM LISTED 9 ST 2ND CONTROL DE7ECTOR DE7ECTOR PANEL IN LOOP IN LOOP DNR to RAt00Z: + Rq � c+� �,�Z — RA t—> REMOTE ALARM LED OPTION 1 PER UN1T DNR to RT5151/RTS7 51 KEY DNR to RT5]51/RT5157 KEY wlth DCOIL OpUon": with"ii"Aemote Test Capable Detector Head OpUon: TEST COIL+ � TEST COIL+ � TESTCOIL— 4 g � RTS151/RT6151KfY TESTCOIL— � {-��j� COMM+ � COMM+ � � OUT(COlVV ONLY)+ ......., OUT(CONQ�NLY)+ � COMM— � � COMM— � RiS1511RTS151KEY �JUMPER ��TE TESTSTATION RAIRTS— RAlRTS— � RA+ 4 RA+ � t�o�a�.r� RTS r �...----� RTS+ � 5 TEST COIL OPTIOIJ 1 PER tA�T 9S mA WRREtJf DRAW *Impatant Notes •The use of eiiher the RTSt 51 or RT5151 KEY requires the installation � " of an accessory coii,DCOIL,soid separately.P(ease refer to the DNR # or DNRW installation manual for more Information. � •The RTS151/RT5151 KEY test coil circuit requires an external 24VDC � power supply which must be UL�isted. � � �os�+a.�ws � i 1 t i . i t F Accessorlea Syscem Sensor provides rystem flexibility with a variety of accessories,including two remote test stations and different means of visible and audible system annunciation.As with our duct smoke detedors,ail dud smoke detedor actessortes are UL listed. � ' °a'�-�;'�`'s�� `�<�;�,u�;:'?:�� ',�`--�,�' ��,�. a _ i v;, R � �^`�=w::-- !�;�?,�_ >> ��:.•4, ��,�, ��'ta^��a�4:k! !'y{5w�ti��?ir;tZ,..'�'^y'• `�;�'=��'jc:" t •�;3.-C },2�j��13`,;i'�s;;j^:,},Y.z,*i+� s,',�c -z� ";�`.' '[;jG, `�`,� • � � ��d2-'..� .�.k�. �:_ r a '�"t�s� t'�° � S :��`a�:-Y,v ` {tia� ��;.��...'�{`�= �f,E"fi�,';:$.�4.s..:i.i�:�r ��,�y,+��y.-4$�� u '��_�f��?. , ...��. ��,��,�1� �'1�� h4�'; �� •�, �a i-� J '�� • ' �s u„s a . ' •��,'.�.��..�,.a4�;�: •g y . _ �, � . ��n. rz-� + ` �s; ;�,�,� '�..�`r�r �S��i^;�'0��"kR��3'y�� ,� ,"�;�E4',�'�yY .*i V:i��. �""+f, � 4�.-'o-7 '`2 7µ '�F�� A:'-��'��y"n.. RT5151 UL S25Z2 RT5151 KEY UL 52522 RAIDOT UL 52522 Ordering Information ' .. Intelligenc non-relay photoelec7ic low-flow dua smoke detector DNRW Watertight ihtelligent no�-relay pho:oeleccric law-flow duct smoke detecior Accessories QCQ!L Remote test coll required with ETX Mecat exhaust tube duct width I ft(03 m) KT5451/RT545110EY/RTSt 57/ftTSi 5i M�Y DST1 MeW158mpling tube duttwidth up to Ift(03m) �1A02-04-00 Test magnet DST15 Mebl samding tube ductwidths 1 fi to 2 h(0.3 to Ob m) RA100Z Remote annunciator alarm LED � DST3 Nletal sampling cube duct wtdths 2 fr to 4 h(ob to 1.2 m) RTS15 t Remote test sWUon � DSTS Metal sampling tube dua widths 4 ft to 8 h(12 to 2A m) R75151 KEY ftemote test station with key'ock DSTiO MeWlsamplingwbeductwidths8ftto12ft(2.4to37m) DH4WOE-1 UVealherproolendowre ` � P48 21-OD End cap for metal sampUr�g tubes �. �� ✓/STE-r/ �zotos>uemso.srx. � �� CD�� 3825 Ohio Aventie�St.Charles,IL 60174 HoArtt�prc�ifrenr:qecttotAengev[�hortncpce4tq�yyme�<om&r F Phone:804-SE�'SOR2•Fax 630-37�-6495 1ifO1po��""�'"a'Spe1��`a"°"Q'Ka�°''�. J us�au-0os•s�io•�N�o � i . � 1 S � �' i CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19556 � BUILDING PERMIT � PERMIT INFORMATION - � LOCATION INFORMATION • Permit Number: 19556 Address: 6386 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 Improv. Cost: 2,300.00 OWNER INFORMATION Date Issued: 4/12/2018 Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 82.50 Address: 2651 KIRKING CT Amount Paid: 82.50 PORTAGE, WI. 53901-9511 Date Paid: 4/12/2018 Phone: (608)742-2893 Work Desc: INSTALLATION ALUMINUM FABRIC AWNING- CULVERS CONTRACTOR S APPLICATION FEES MCCON BUILDING CORPORATION BUILDING FEE 82.50 _ � � 1� � � �� 3�v Ins ections Re uired FO TER 2ND R UGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ,L__. CO TRACTO TURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 4 - � eia-�so-oozo City of Zephyrhills Permit Application Fax-813-780-0021 Building Deparlment Date Received phone Contact for Permitting d 7�l [ � -rrrr - - Trr� �,r - OwnersName �� t.�l'�"�25 LL OwnerPhoneNumber �00�7�z��3(3 Owner's Address ��5� �ilr� W T �0! �� J37�wnerPhone Number I� Fee Simple Titleholder Name Owner Phone Number � Fee Simple Titleholder Address JOB ADDRESS (Dd Il"�I l�lV� LOT l� � SUBDIVISION PARCEL IDt/ (OBTAINED FROM PROPERN TAX NOTICE) WORK PROPOSED I ✓I NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH � INSTALL REPAIR PROPOSED USE 0 SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK 0 FRAME � STEEL � l� {�Wl��' " DESCRIPTION OF WORK �S{YyGI /L �/Y►G �Z �(�ITj Uf.��%{7 BUILDING SIZE I � SQ FOOTAGE I HEIGHT �—�3i' � BUILDING $� Q,�� VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ AMP'SERVICE � PROGRESS ENERGY 0 W.R.E.C. OPLUMBING $ �/� '/f/ �\ In L��l Ei �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION OGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS ��y FLOOD ZONE AREA DYES NO 1S BUILDER � �p ^/'(\ COMPANY /'(. /�/ ��TYI G1r �Cl�� SIGNATURE 'l� /�`� REGISTERED Y N FEECURR /N Address (o,S 1 � ✓�� S�� License# vpC ��/ ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N � Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N I � Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License It � 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Pians;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum len(10)working days afler submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safe[y Page;(1)set of Energy Forms.R-O-W Pertni[for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. I Directions: Fill out application completely. Owner 8 Contractor sign back of application,notarized If over SZ500,a Notice of Commencement is required. (A/C upgrades over$7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized lerier from owner authorizing same OVER THE COUNTER PERMITTING (copy of contracl required) Reroofs if shingles Sewers Service Upgredes A/C Fences(PIoUSurveylFootage) Driveways-Not over Counter if on pu6lic roadways..needs ROW �L . • t�OTtCE OF DEE4 RESTRtCTiQNS: The undersigned understands tt�at this permit may be subject to"deed"resirictions' which may be more resirictive than Couniy rec�ulations. The undersigned essumes responsibiii[y(or compiiance wi(h any applicable deed restrictio�s. UNLICENSED CONTf2ACTORS ANp CONTRACTOR RESPONStBiLiTlES: it the owner has hired a conkractar or contractars to undertake work,they may be required to be ticensed in accardance wiih state and Iacal regulations. U the coniractor is not Iicensed as required by law, both the owner and contractor may be oiled for a misdemeanor violation under stale law !f the owner or intended contraclor are uncertain as to what licensing requirements may 8gply for khe intended watk,ihey ate advised to cantact the Pasco Counfy Building Insgectson 17ivision-4�icensing Section at 727-647- � 6009. Furihermore, i(the owner has hired a contractor or contraclors, he is advised la have lhe contractor(s) sign portions of the"contractor Black'of this application for which they will be responsible. IF yau, as the owner sign as fhe contractor,that may be an indication that he is not properiy licensed and is not entit(ed to permitting priviEeges in Pasco � Counry TRANSPORTATION IMPACTIUTILITIES IMPACT ANp RESOURCE RECOVERY FEES: The undersigned understands that Tmnspodafion lmpact Feas and f2ecourse Recavery Fees may appiy to the construction ai new 6uitdings,changQ o( use in existing buitdings,or expansion of existing buildings,as specifed in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands, that such fees,as may be due,wili be identified at the time of permilting. It is further underslood that Transportation(mpacl Fees and Resource Recovery Fees must be paid prior to receiving a"certificate oE occupancy"or final power release. !f the prajeci does noi involve a ceriificaie af occupancy or final power ralease,tfie(ees must be paid prior to permit issuance. FurRhermore, if Pasco Counry WaterlSawer Irnpact fees are due,Ihey must be peid prior lo permit issuance in accordance with applicabie Pasco County ordinances. CONS;RUC710N�fEN EAW(ChaFter 7i3,Ftorida Statutes,as amendedj: Ci vafnation oF wark is 52,504.Ot1 or more,t certity that (, the applicant, have been provided with a copy of the "Ftorida ConsWction Cien Law—Homeowner's Protaction Guide'prepared by the Florida Oepartmenl aF Agriculture and Consumer Aflairs. If lhe applicant is someone other than the"owner",I certity that 1 haue obtai�ed a capy o(the above described document and promise in good failh to detiver it to ihe'owner"prior to commencement. CONTRACTQR'S/OWNER'S AFFIOAVIT• I certify that ali lhe informatian in this appiication is accurate and lhat all wark will be done in compliance with all applicable laws regulating conswction,zoning and land development. Applicalion is hereby made to obtain a permit to do work and insta13a6on as indicated. 1 certify thai no wark or instaltatiat� has commenced prior to issuance of a permi[and that alI work will be performed to meet standards pF aIl laws regulaling construction, County and City codes, zoning regulatipns, and Iand development regulations in the jurisdicUon. I also certify ihat 1 understand that 4he regulations of other govatnmeni agencies may apply to the inter�ded work,and fhaE ik is ' my resporrsibi(ity to identify what actions!must fake ta be in campliance. 5uch agenciss inctude but are not limited to: ; - DepaAment of Environmenlal Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive - Lands,WaterMlastewater 7reatment, � - Sauthwest Fiorida Water Management C}istrict-Welis, Cypress Bayheads, Nletland Areas, Attaring , Watercourses. - Army Corps o(Engineers-Seawalls,Docks,Navigable Watenvays. ' - DepaRment of Heaith 3 RehabiSitative ServiceslEnvironmentat Health Unit-Weits, Wastewat�r 7reatrnent, Sepiic Tanks. � - US Environmental Protection Agency-Asbestas abatement. . _ - Federal Aviation Authority-Runways. 7 �. {understand thak the toS{awing restrictions app4y to#he use of iill: ' - Use of fiU is�ol'allowed in Flood Zone"V"unless expressly permitted, - If the fiA materiei is to be used in Flood Zone 'A", il is understood that a drainage plan addressing a j "compensafing uotume"will be submitEed at time ot permitling which is prepared by a professiorsal engineer Iicensed By the State of Fiarida. � - If the fill material is to be used in Flood Zone`A" in connection with a permilted buiiding using stem wall consiruction,t certify that ftA wiit be used only to fiit the area within tha stem weil. . - iF fitE materiai is to be used io any area, I certify that use of such fiti wili noi adversety af(ecl adjacent properties. If use of fill is found lo adversely aFfect adjacent properties,lhe owner may be cited Cor violaling ` the conditions o(the building permit issued under the attached permit application,(or lots less than one(i) acre which are eievated by G(i,an engineered drainage ptan is required. if I am ihe AGENT FOR THE OWNER.I promise in good(ailh to inform the owner aF lhe perrnitting conditions set forth in ` this eKdavit prior to commencing conslruclion. I understand ihal a separate permit may be required for eleclrical work, pium6ing, signs,weits, paots, air conditioning, gas, or other instaitations not speci6cally inctuded in ths applica(ion. A permit issued shaii be construed to be a ticense to proceed with the work and not as authority to viotate,cancei,alter,or � set aside any provisians of the technical codes,nor shall issuance of a permit prevenl the Building dKcial from lhereafter 1 requiring a correctio�of errors'rn pians,constnaotion or vialations of any cades. Every permit issued shaH become invalid ur�less fhe work authocized by such permit is cqrnmenced within six months of permit issuanca,or if worSc avthorized by ; lhe permit is suspended or abandoned for a period of six(6}monlhs after the time the work is commenced. An extension � may be requested,in writing,from Ihe 8uilding OHicial(or a period not to exceed ninely{90)days and will demonstrate justi�abte cause far tt�e exfensian If wprk ceases for ninety{90j Cansecutive days.ihe job is considered abandaned. , i WARNING TO OWNBR: Y4UR FAI�URE Td RECORD A NOTICE 4F COMMENCEMBNT MAY RESUL.T IN YOUR � PAYING TWlCE FOR IMPROVEMENT5 TO YCIUR PEtt7PERTY. tP YDtt lNTEND TO dBTAlN FINANCtNG,COtdSU�T � WETH YOUR IENOER 4R AN ATTOF2NEY B fiORE F2HCORDING YOUR NdTtCE Of COMMENCEMENT. � FLORIOA JURAT(F.S.117.p]� '/ /�^ /,/ �t / /J / i ( �� 11 ir�7Ci�' V F 1"iG V U(ti/ L'/�'i`f!.t� u"e:r�vt�, : QWNERQRAGENT •— CONSRACTOR tl.l �'}r` 5� ibCd od sworn ta pr aKcmedt before me this rn�,��l e nd swom t�o a(tirme�y etore me ihis ( OC47 ��._by �24�F t.,�2<i'. � ��by �l�l1,M L �,'� ( Nntio isJare persortally known lo me or ha have ptoduced y�,�is/are person IlY known lo e or haslnave produGed f�,jrtlr�r—, �i G5�+5%as iCeo6fiwGon, f��1TG+��s �('I��' as+dentifisation. ( ' � I Notary Public Noiary Pubfio t ''!L �(./l/�-C! Comrn�ssion No, - Commission o. � I �:�iL� _�� -��. ..� ' hame at t�talary t ed, rint or Ia ed ;tame ot Na typed,piinied or stamped ' � I KELLY J HINTZE � Not�ry Public i{EtlYA CAUFEFIBER� State ot Wisconsin WotaryPubiic,StateofWiscoRsin � � - .� � � O� � I1O111Ufl _;��-a��j_�« �� I�, - ` { �J ".. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� l GC� Date Received: �—�� j Site: �C J�T� � �� l �� Permit Type: �!G(�i�/L�-GM �R-/J✓f'e- �7�1r� � Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the pernut and/or plans. �/�� Kalvin i er-Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) , � CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19 3 BUILDING PERMYT P�RM171NFORMATION-� �- - - -- � LOCATION INFORMATION - � Permit Numb�r: 19353 Address: 6386 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 ' Improv. Cost: 2,375.00 OWNER INFORMATION� Date Issued: 3/02/2018 Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 147.50 Address: 2651 KIRKING CT Amount Paid: 147.50 PORTAGE, WI. 53901-9511 Date Paid: 3/02/2018 Phone: (608)742-2893 Work Desc: INSTALLATION MONUMENTAL SIGN W/ELECTRIC (CULVERS) CONTRACTOR S APPLICATION FEES SIGN EFFEX SIGN 82.50 ' SIGN EFFEX ELECT'RICAL FEE 65.00 ' , � � �� a� � ,f � . Z� � �.�, . p .� �� - ' Ins ections Re uired FOOTER ELECTRICAL ROUGH FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTlCE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. , "Warning to owner: Your failure to record a notice of commencement may result in your paying tuvice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." . Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. p !� C TRAC O IGNATURE PERMIT OFFI R PE IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED RROTECT CARD FROM WEATHER � ° SPRINGFIELDSIGN LEfTER OF AUTHORIZATION � Welcome to delicious.� ' December 13,2017 Jeff Liegel,Owner SUBJECT LINE: Culver's of Zephyrhills,FL S&L Properties Zephyrhills, LLC Jeff Liegel 2651 Kirking Court Portage,WI 53901 I, Jeff Liegel,Owner, of the Culver's Restaurant,to be constructed at 6386 Gall Blvd. in Zephyrhills, FL, doing business as Culver's of Zephyrhills, FL do hereby grant Springfield Sign, located at 4825 East Kearney Street in Springfield, MO 65803, and their designated affiliates and/or subcontractors, permission to apply for and seek out approval of permits for free standing and wall signage,as allowed by code,for our restaurant.Thank you for your attention to this matter. � f Signature:X � �, Date: lo�- /��/� Jeff Liegel,Own � STATE O F W I S C.�1��I � ) )ss. COUNTYOF ca ��, � �1�. , /� �� On this I`1 day of Y>'I Y 20�,before me,the subscriber,a Notary�Pu•blic in�and for said State and County, personallyappeared 2 �'� �i��(! � ,the��JYiQ� of W�`��S D� Ze�J�yf ��jknown or identified o me to be the person whose name is subscribed to the within instrument,and in due for of law acknowledged that he/she executed the same as his/her voluntary act and deed on behalf of said company. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my seal in said State and County on the day and year last above written. Notary Seal � KELLY d. HINTZE �1. Notary Public (Signature of N ry) State of Wisconsin , My Commission Expires_�j�C /�� Jacqueline Boges From: Gail Hamilton Sent: Monday,April 23, 2018 4:16 PM To: John Bostic; Jacqueline Boges;Todd Vandeberg; Shane LeBlanc; Biil Burgess; Steve Spina; Matthew E. Maggard Cc: Rodney Corriveau; CJ Funnell; Mike Perry Subject: RE: developmental order Jackie We have worked out a deal with Culver's regarding the signage. The permitted internally illuminated signage remains and the permitted message board will display flavor of the day only and will not move, scroll,flash, or make any type of movement, only words will be used no background and the sign will go dark at closing. There is couple of other items that need to be written up in agreement by city attorney for Culver's signature but the CRA will sign off on project. Thanks! Gail Gail K Hamilton Director Community Redevelopment Agency City of Zephyrhills 5335 8th Street Zephyrhills, Florida 33542 Direct 813-780-0202 ghamilton(c�ci.zephyrhills.fl.us � , , a � . E:"en" --`� : 1 ` _ _�, ' �=`. t=. :.�r'�'.�,��:�-.,��}� �, �-�� __'til ] i" r .�`' �� ',�' i�'�'=; � .� � • `,x e 4 .___..-- --. . __._.__ - --- - -_ __.- -- _.__. _.__�-- -- --- _.._ -�.---- -._ _._. From:John Bostic Sent: Monday,April 23, 2018 3:59 PM To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us>;Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us>; Shane LeBlanc <sleblanc@ci.zephyrhills.fl.us>; Gail Hamilton<GHamilton@ci.zephyrhills.fl.us>; Bill Burgess <bburgess@ci.zephyrhills.fl.us> Cc: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>; CJ Funnell<CFunnell@ci.zephyrhills.fl.us>; Mike Perry ' <MPer ci.ze h rhill . > ry@ p y s fl.us Subject: RE:developmental order Utilities has no objection to move forward with this approval. All the items have been completed. 1 ��/11UP �,\� '�►'� �'- - -� �._ , +`:• . , �; City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS � Contractor/Homeowner: S l Date Received: Z—��l �j S�te: � �� c v� �� i Permit Type: �/�-{J�, �, ,� � Approved w/no comments: � Approved w/the below comments: ❑ Denied w/the below comments: ❑ � II This comment sheet shall be kept with the permit and/or plans. 2'�"�� Kalvi Swrt —Plans Examiner Date Contractor and/or Homeowner i (Required when comments are present) 1 `� •-, �, \ � ��==o n��.� r-� � � � ��r�'��.��--�tirt.+'�.`ti�'n+l:!'OF SIGNMAKING,, �r -�-�-- � State;Electrical Sign Contractor Lic.#ER13015405 To Whom It May Concern: Let this document serve as power of attorney and authorization for the following listed individuals to act as representative and agent in registration of contractor license, securing and signing for permits for the noted job location below: � Municipality: City of Zephyrhills Job Location: Culvers 6386 Gall Blvd, Zephryhills, FL 33542 Parcel #: 02-26-21-0000-00100-0041 I Jeff Terry ' Josh Terry , Tim Jones ]onathan Williams Wayne LaPorte , Best Regards, �� l,� ' � � � Dennis W. Guinn Qualifier License #ER13015405 � Sworn to and subscribed before me by �r�� (,c) `}Ct'�11 ,� who is personally known to me or�produced as identification, and who did take an oath, this �� day of F {. , 2018. 1 Signature of Nota .� Seal: � � f � . . 1 i 1 I ' i I Ilii ii tt il� i ' ' � I � � � � � � � ' ' I I 1 COLOR.Y(_'N(� STATlCc YE,_,�N(_ VIUEO:Y�N(� � ANIMA710N:YI.�N;� MOVEMENT:Y(^�N�� O j HOLD TtME{IF SZAFIC}: � TRANSITION TYPE: 4 i DAYTIME BRIGHTNESS: Culver's sign ca6inet af a(uminum j NtGHTTIME BRIGFtTNESS: canstruction and internally � ADDITIONAt RESTRICTlONS: iNuminated with l.ED's + i Thermoformed polycarhonate faces, ,I � ' I em6Qssed Cu[ver's,3M'NP vinyl ' y.ri",'" - ;�k `k �t�=�- � decoration � , , °.-,rM�, � WaichfirezXXxXRX RGB tuli color ` � � XXmm Electranic Message Center � (EMC)with RF wireless � � cammunication ' ' �P � .�8'-3'OVAL�' � Amher EMC option availabie � � � � —8'-3'EM.C. �'' Broadband communication option � � �_.�.��.1 � I I available ( ��r �� t UL marketl product � / ' a � *' i � � � '� q + 54UAREFOOTAGECALCULATIONS: � � � OYAC:5'-O"X&'-3"=32.405P{MATHEMATtGA�) , ' � ; EMG2'-5'%8'-3"=19.945P ' � � � TOTAL•52.345F 1�3F1 ts a mgisteretl VaCemark at Pdlnrtesota MiNng 6 tdanufaduriqg � ` 1�Watchlire signs Oy Tma�O�MxUC Inc � �� .i ` � i ! : �� n��u "'�� O ! ` � � d`� r` `' '4� MARK WE55ECL C WALKEK 13744 %6�"'3' fU�COLO�: its " � ,�.,�)et�ctac:gic n+�s�,w� j 1�; , ��r� c�NrER �_ �_..._-------_,__,._------,� � ' � { � '1 ' ' � � 1' �+ r ' f 92t731't7-HEW t � �� 0'I/04/'iB•PHRMIt'11NG g;'t�,,� ��._:,r: _ ,'g..:k'F�� i � �r�,;,�'�� . �=.�' + ! �_'{�''._+��j;�-,��^C�Ijr�"+'S�'Y Lt""—� t .Y'11'�:"'+'✓�L'�;.:1*.y"�` ',`.s�a.�a`��u �'l_:=....3.�•.7 h eY - M `'� "`ti �',eti+i�''..c7°Y+- '•s�`'�°^" ,�"tfi�ai-•.::'"?E.= 'y y �? :19"� —tw(-'�eY'Y+'t.v��`++^ � } � X'r:sr aS:e: � } SCALE:1/4"=1' 'yLALEANpCOLARSNOTREPRE9ENTATIVEFROMEMAILAI7ACHMENTS FlLEPATH:T.1GuiverslZe h fiiiis,FU 'ALLMEASUKEMENT9AREAPPP.QXIMATE p � 02017 Springifeltl Sign 6 6raphics InG,Springfleld S(gn This drawing Is Copytighted matedai,it remains Ne properly at Springlield Sfgn&Ncon vniass aihtnvise agreed upon in wrl8ng.tf is unSawfui tn use thls S P i�i N G F(E L D S t d�t� drawi�g fnr 6ldding pnrp�ses,nor ean tf 6a reproduoes.eopied arused€n tAa pmduction ota sign sv(Shoutwritten permissian trom SprEngfiietd Sign&Neon,tna p �y �� U� f4.,� ��ui:ri;::�nir.iu This Is an artlstic ronditinn and Itnal colors / sizes may vary irom that depicted hereln �OW°°� wwwspringfieldsign.com � 0 SIGN PACKAGE PROPOSAL NEW BUILD . PRESENTED TO: - Zephyrhills, FL DATE PREPARED: Preliminary: December 13,2017 December 26,2017- REU January 4th,2018 - Permitting S P R I N G F I E L D S I G N '� °< <�r'� �a wEs'm�t��'�" www.springfieldsign.com 0201]Springfield Sign 8 Graphics Inc.,Springfieltl Sign 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 1 Date Received 2�(� �� phone Contact for Permitting 417 862 _ 2454 owner•s Name S & L Properties Zephyrhills, LLC Owner Phone Number 608.617.2016 owner's Aadress 2651 Kirking Court Portage, WI 53901 Owner Phone Number 608.697.1101 Fee Simple Titleholder Name same as above Owner Phone Number 608.697.4218 Fee Simple Titleholder Address same as above JOBADDRESS 6386 Gall Blvd Zephyrhills, FL 33542 LOT# � SUBDIVISION P,v�ce�io# 02-26-21-0000-00100-0041 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN �✓ Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q✓ OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK Installation of Signage �`�� BUILDING SIZE see attached SQ FOOTAGE 4�26$ HEIGHT QBUILDING $ na VALUATION OF TOTAL CONSTRUCTION �� DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# I MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address � License# / � Si n Effex OTHER � � J'/�, � . � / �j - COMPANY g SIGNATURE �L,I�r/ � M� � ��7.d/ ' } REGISTERED Y/ N FEE CURRE� Y/N Address 512 6th Street Winter Haven, FL 33881 License# �'—� �� P 'tt�' _ _ �_�_�_� �_� � � �_� �_i_ii �_� i � � � i � � � � � ii_i � � � � iii _ii � �,iiii � � i_i�� _ � i � iiiiii � ii � � �� RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, I Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8�1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wLSilt Fence installed, - -- ---- -- - -� —Sanitary Facilitiaa&�4.dumps2e�-3ite-�Jc�n rermi4 ioraii r�ew projects.-t11i commercial�equiremenfs must meet compliance � SIGN PERMIT Attach(2)sets of Engineered Plans. *"`PROPERTY SURVEY required for all NEW construction. _. . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the contractor Block of this application for which they will be responsible. If you, as the owner sign as the �� „ contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be perFormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter I requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR --- -PAYiNG"YiNICE-FOi�IMPi20i/EMENTS TO-YOUi�PROPERTY.-iF-YOU INTEN�TO-O�TAIN FINANCINC;CONSULT -- - WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU MOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) � t� � OWNER OR AGENT � � CONTRACTOR /I �� /.°J ' �1 !�,�1L:f _ _ _ Subscribed and sworn to(or affirmed)before me this__ __ ___ Subscribed and swo or affirmed)befo[e_me 1his=_ __ _ _ _ by — by �1?riil�= l`slia �!'e Who is/are personally known to me or has/have produced Who i's/are personally nown to me or has/have produced as identification. as identification. Notary Public �.I P � i� � ��-" /�t' ' Notary Public Commission No. Commission No.:'�.'�'�`�= ��N � �� , �'• • : MY COMMI8SION#GQ004987 :;� Name of Notary typed,printed or stamped Name of Notary �t��t�gd or s�g��rysmrvice.00m Freestandin� Si�n MM-40 Monument with Electronic Message Center (EMC) - Oval LED Illuminated 5' x 8'3" = 32.40 Electronic Message Center (EMC) 2'S" x 8'3" = 19.94 Total square feet = 52.34 ..� ,� ��, �. l t �� -� s ELRC�D � �� , ENGINEERiNG ��. ,.: 871 Sevens Oaks Blvd,Suite 22Q Smyrna,TN 37167 � �`�'"-�� soo-sss-si�i cYjd�iQ�f' i Desi n Gniie~ FBC 5th Edition/ASCE 7-1��;,� ' �p•�'�� 700z2735 g . ��`,-��l___>_�� Wind Speed: 130mqh �� " -L•la#�e-. 12/18/2017 Risk Categ: 1 �jF�ef Cuiver's Expasure: C �,�t?;4�,A�°dd�;e„�s„�sw��. 6388 Gall Blvd � wand ioaa: 42.3 PSF Zephyrhills,FL 33542 1sf�Stage n � �--,�,E""�.�:�rY r > , �-s J 5;':; >r~`-�;�',��i�..��- Base=sta e# Base.,.,M�.,�` R�C SF1.41,1. Area�(s� %.of Load ,�L;,o�ad(psf�` �Shape,factq�•�*�Shear(k} ,� '��* �..� _ - F (� �aMp`y Wi � _ ��t:z�: >>.= 4� �;�:��..��<.a..bEentro�d�{ft)s�ome �-�RlDq�UlLD1�r1Cx��R��1�,J {'a 32.00 '`100% _42.28 p:t:1 ` 1.35 9,44 �� . �I��ci(�� zaoa �ao�io .�2.zs � ,.,o,ss �.a� . ��N �� '�!�@� 28.00 100% ' .42.28 1 1.18 1.84 , 2.18 a.00 �ooflta a�.�s � "o.oa a.00 ' o.ao 0.00 100% • ' 42.28 . _ 1 0.00 0.00 0.00',� a.oa �oa�fo �2.2s. : � �a.00� o.00 _ o,00 ��c�y�. � �:d�- o.00 �oo�io ' a2.2a ' � . o,00_ o.00 o.00 ��'�� ?� baseVX= ."3.35 baseMX= ��.44 � ��1'�,��g�,��9�,,i� �``` wt.(!bs/ft.)= 18:��'�s Z= 1 Q.55 d= 6.63 �•��•-� �v= 35 Fy=85{Pipe)or 36{pL Rnd}or 42(HSS Rnd)or 45{A252 gr3) nominai t- 0.280 �= 0.9, design t= 0.260 Mn= .�0.$ i.oad F�CtOt'{LF)= '� dt= 6.9Q¢2 4>M�= 27,7� M4=LF(M�= �9,�4 '� '17.70 Z= 10.55 - -6.63�"'FdD Pipe,� 0.280�"Watl 70.2°la OK A=5.2� S= 7.97 �imitins Dlt ftatio= $7z.ss ott=2�.4 OK.AISC Specificatian F8 [s Applicable Compact Section D!t Limit:O.Q7"E/Fy=58.0 Is Section Compact?Yes.Yielding Gontrols(F8-1) Non-Compact Section D/t Limif:0.39*E/Fy=256.9 Is Section Non-Compact?Yes.Use Lesser of(F8-1}AND(F8-2) Wall !s Not Slender Yielding Check (F8-�I�M�=FyZ= 30.8 (Governing Equa#ion) Local Buckling Check 1111111I// ', Non-Compact Sections \�1�1y`�M M ��l/!// �F�-2}M�_((0.021E!(D/t)+Fy)S= 39.2 . ,�'�� „"'.�.�CEN� • '" �/ . � s' � s��,,��f � Slender Walled Sections ' No 734d5 �� = �F$-3�M„=(0.33E/(D/t))S= 249.9 ; ; �' = tk 1 (f Compact=(�8-1} QR (f Non-Compact=(F8-2} OR If Slender-(F8-3} 30.8 ' � Al"E OF 1 W: C?verall Resait: M�= 30.8 'r�iO�tt`S;�=cCORtC3�-'�yt��~` ��/s�ONA� Ea��\� 12,I E`��5�''�l t I1!11 ti1��\ 5��.-�� I � � �; �-: _r c� ' Analysis of Footin�Subjected To Wind-Induced Overturnin� ELROD Allowable Stress for Stability Analysis(Oveturning)and Soil Interaction E N G I N E E R i N G 371 Sevens Oalcs Hivd,Suile 220 Sm}m�a,TN 37IG7 A00-553-S111 Client - _ � f � _ ` : - , 12/18/2017 _ . - Project 100z2735 � � Description Culver's. � '��"M�t Address 6386 Gall BIVd � � � -�- - - _ _ _. __ - - � - - � City,ST Zephyrfiills, FL 33542 � _ _.. . _. . ASCE 7- �10 (Enter"OS"or"10"J Length of Footing= L= , _ 4 ft(Direction of Overturning) Width of Footing= B=, 10 ft � Thickness of Footing= D= 3 ft (If Any) Depth of Soil Cover= , 0 ft (If Embedded) Diameter of Pole= 0.55 ft Dead Weight of Structure= � 2:00 k Wind-Induced Shear=V=� ,3.4 k Wind-Induced Moment=M = 19.4 k-ft I Dead Weight of Concrete= 17.89 k ' Dead Weight of Soil= 0.00 k Total Dead Weight= 19.89 k Factored Total Overturning Moment=Mo= 17.8 k-ft Factored Resisting Moment= 23.9 k-ft Overturning Check= 1.34 OK >1.0 Load Combination Used for Stability Analysis= ASCE 7-10 Load Combination: 0.6D+0.6W (An Overturning Check of 1.0 corresponds to a Safety Factor of 1.0 using 60%of the Dead Load under Service-Level Wind Loading) Eccentricity=e= 0.89 ft Kern= 0.67 ft Resultant Lies Outside the Middle 1/3 (If Within Middle 1/3)qm�= 1.16 ksf ' Was Geotechnical Report Provided? (Y/N) N (IfOutsideMiddlel/3)q,,,,x= 1.20 ksf Assumed Allowable Safe Soil Bearing Pressure= - 2.00 ksf PressureContactLengthonSoil=3m= 3.32 ft Design Safe Soil Bearing Pressure= � . 2.00 ksf Calculated Maximum Soil Bearing Pressure=qmax= 1.20 ksf Soil Bearing Pressure Check= 0.60 OK <1.0 (A Soil Bearing Pressure Check of 1.0 corresponds to the Calculated Maximum Soil Bearing Pressure equal to the Design Safe Soil Bearing Pressure) Load Combination Used to Calculate Soil Bearing Pressure= ASCE 7-10 Load Combination: 1.OD+0.6W Spread Footing Page 1 of 2 ,-. �J ' Reinforcement Requirements for Footin�(ACI 318-11) ELR�� StCellgth D@Sigll-LRFD� • � ' E N G i N E E R I N G R71 Seveixr Oalcs Nlvd,tivite?�0 Snryma,lN 371G7 CI i e nt 0 xoass,-s,�� Project 100z2735 12/18/2017 Description Culver's Address 6386 Gall Bivd ��} City,ST Zephyrhills, FL 33542 ASCE 7- 10 Load Combination: 1.2D+1.OW Reinforcement Material Yield Stress=fY= r , .60 ksi Concrete Compressive Strength =f'� '� 2.50 ksi Reinforcement Chair Height=Ch= 3:00 in Length of Footing= L= 4 ft Direction of Overturning Width of Footing= B= 10 ft Thickness of Footing=D= 3 ft Pressure Contact l.ength on Soil=3m= 2.282 ft Factored Wind-Induced Shear=V= 3.38 k Factored Total Overturning Moment=Mo= 29.6 k-ft (If Within Middle 1/3)qmax= 1.706 ICSf Factored Total Dead Weight= 23.87 k (If Within Middle 1/3)qm��_ -0.513 ksf Eccentricity=e= 1.24 ft (If Outside Middle 1/3)qmax= 2.092 ksf Kern= 0.67 ft qmm= 0.258 ksf Resultant Lies Outside the Middle 1/3 m�(unifl= 5.166 k-ft Factored Mid-Line Moment(Entire Footing)=M�= 29.6 k-ft M�(taper)= 24.455 k-ft Distance From Top to Reinforcement Centroid=d= 31.50 in Case 1) Reinf Req'd For Flexural Strength (1 Layer)=AS,flex= 0.21 jnz a=�fYZ/1.7f��b= 6,353 Case 1)Total Reinforcement(2 Layers) =2AS,flex= 0.42 inZ b=(-1)�fyd= -1,�oi,000 Case 2a) Min Reinf For Flexure=(3(f'��'�/fy)bd=As,min(a)= 9•45 Illz c=M„= 355,a6o Case 2b) Min Reinf For Flexure=200bd/fY=A5,min(b)= 12.60 inZ —b± bz—4ac Z As,flex' Zd Case 2c)Alt Min Reinf For Flexure=4/3(A5,flex)=As,min(c)= 0•28 in Governs Case 2j Only Case 2) Result=AS,m;�= 0.28 jnz Larger of 2a)or 2b)= 12.600 inZ Case 3)Temp&Shrink Reinf=0.0018(Ag)=AS,T&s= 7•78 inZ Governs Minimum Required Reinforcement=As rey�d= 7•78 inZ Enter Bar Size ' 6 Area ot i sar= o.aaz ir,z Enter Number of Bars in 1 Layer:. 10 Compression Block=a=A�tY/o.sse�b= 1.0395 �r, ReinforcementProvidedForFlexure=AS= 4.418 inZ NomFlexStrength=M�=A=tY(d-a/2)= 684.33k-ft Design Flexural Strength=�M�= 615.9 k-ft OK> 29.6 k-ft Total Reinforcement Provided(2 Layers)=2AS= 8.84 inZ OK> �.�s inZ Shear Load EfFects=V„= 23.5 k Design Shear Strength=�V�= 283.5 k OK> za.s k Spread Footing Page 2 of 2 „ � i � � , Elrod Engineering LLC Project : Culver's , File : 100x2735 Subject : 11'-0”Monument • Date : 12/15/2017 Location : Zephyrhills,FL Eng : BCC Des�n Wind Pressure.p.Equation 29.4-1 fASCE 7-101 �- .- . . OtherStructures Rigid Structures p =qhGCf (Directional Procedure) of all Heights qh : veloacity pressure at h Solid Freestanding Walls G :Section 26.9.4 &Solid Freestanding Signs Cf :Figure 29.4-1 F =pAs As : grossareaofwallorsign Velocitv Pressure Calculations: Velocity pressure qh is calculated in accordance with sectian 29.3.2. qh=Velocity pressure @ height(h) qh=Constant•Kz•Kzt•Kd•V Z (Eq 29.3-1) Where•Constant = Numerical Constant (Section C273.2) = Y•[(Air density Ib/cu ft)/(32.2 ft/sZ)]•[( mi/h)(5280 ft/mi)•(1 hr/3600 s)]2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @M5L = 0.0765 Ib/cu ft (Table C27.3-2) Occupancy Category = I (Table 1.5-1) Exposure Category = C (Section 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Table 26.9-1) Basic Wind Speed = 130.00 mph (Figure 26.5-1 A-C) StructureHeight = 11.00ft Width = 8.25 ft Depth = 3.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•(Z/Zg)^(2/a)for 15 ft<=Z<=Zg (Table 29.3-1) = 2.01•(15/Zg)^(2/a)for Z<15 ft = 0.85 Kzt = Topographicfactor (Figure 26.8-1) _ (1+K1•K2•K3)z Topography = None Kzt @ h = 1.00 Kd = Wind directionalityfactor (Table 26.6-1) = 0.85 I , . �� , r � _ ' � Elrod Engineering LLC Project : Culver's , ,,: File . 100x2735 ��=�•, Subject : 11'-0"Monument _ � ' Date : 12/15/2017 Location : Zephyrhills,FL ,,, Eng : BCC Gust Effect Factor.Gf.Obtained bv Rational Analysis I The gust effectfactor Gf obtained by�ational analysis uses the dynamic properties of the system. Values Obtained from Table 26.9-1 Zmin = 15 ft E = O.Z Z = 500 ft c = 0.2 Calculated Values Analysis = Category II:Rigid Structure-Complete Analysis z(J = 15 ft ' Iz = c•(33/z())"(1/6) (Eq.26.9-7) = 0.2280869 Lz = 2•(z(J/33)^e (Eq.26.9-9) = 427.0566 ft Q = Sqr(1/(1+0.63•((b+h)/LzJ^0.63 J] (Eq.26.9-8j = 0.958 g9 = 3.4 gv = 3.4 GustFactor(G) = 0.925•((1+1.7•gq•Iz QJ/(1+1.7•gv IzJ] (Eq.26.9-6) G = 0.903 �� „ �� c � a Elrod Engineering LLC Project : Culver`s Pile : SOdx2735 Subject : 11'-0”Monument Date : 12/15/2017 Cocation : Zephyrhi(Is,FL 5ng ; BCC Design Wind Pressure.p.Equation 29.4-1 Figure 29.4-1(Solid Ereestanding Wa!!s&FreesYanding Solid Signs) Horizontal dimension of sign(B) — 8.25 ft Height of sign from ground surface to Yop(ha — 11.00 ft Vertica(dimension of sign(s) = 11.00 ft Ratio af solid area to gross area(epsilon) — 1.00 ! Horizontal dimension of return comer(�r} = 3.00 ft Aspect Ratio(B/s) = 0.75 Clearance Ratia(sf h) = 1.00 Depth Ratio(Lr/s) = 0.27 . . .: . .. . _.. , ---- . --.,� __. _ _. .....__— -----. .__ -- ----_ -- ------- --- ---- — A&B 0.85 1.OQ 1.00 0.85 31.22 ]..SO 42.28 3,837.06 �� ,r ELROD � � ' ENGINEERING I 871 Sevens Oaks Blvd,Suite 220 Smyrna,TN 37167 � /�//� ' 800-553-5111 V �f'J FBC 5th Edition/ASCE7-1��T �� °�.°'��'': Design,Code:. �_,'Pro�ect,#: , 100x2735 �•";t,:,,.,:,..,: ' ' Wind Speed: 130mph �T :,,�,�,�,�;;_,�Date. ' 12/1 S/2017 i �•�.a:,�:.:.,,.�._ Risk Categ: I ':�•Facility Ref: Culver's .,...e,. ,.-,:, Fxpo'sure; C '- ''Address: 6386 Gall Bivd � Wind'load: 59.1 PSF Zephryhills,FL 33542 �.�RT''r« �'Isi:Stage , . - ~��".,"' .„ o` .�- "� - ' �- - "J. � Base Stage' Base Stage ' Area�(s�, %of Load Load(psfl . Shape factor� Shear.(k) `. Gentroid(ft) , Moment(k-ft)' � :,, , - � - - - - 0.62 100% 59.08 1 4 ' '0.04 9.50 0.35 1.89 100% 59.08 1 0:11 4.80 0.54 � 0.00 100% 59.08 1 0.00 0.00 0.00 0.00 100% 59:08 1 0.00 0.00 0.00 0.00 100% 59:08 1 0.00 0.00 0.00 0.00 100% 59.08 1 '0.00 0.00 0.00 0.00 100% 59.08 1 0.00 0.00 0.00 baseVX= �•�5 baseMX= �.88 wt.(Ibs/ft.)= 3.66 Z= 0.72 d=2.38 Fy- 35 Fy=35(Pipe)or 36(PL Rnd)or 42(HSS Rnd)or 45(A252 gr3) nominal t= 0.154 �= 0.9 design t= 0.143 M�= 2,1 Load Factor(LF)_ � ' d�=2.09356 �M�= 1:88 M�=LF(M,�= 0.88 -- < - - �.$$ Z= OJ2 2.38�".OD Pipe„I 0.154 i"11Va11 ___ . 46,9% OK A= 1 01 S= 0.53 Limiting D/t Ratio= 372.86 D/t= 16.6 OK.AISC Specification F8 Is Applicable Compact Section D/t Limit:0.07"E/Fy= 58.0 Is Section Compact?Yes.Yielding Controls(F8-1) Non-Compact Section D/t Limit:0.31*E/Fy= 256.9 Is Section Non-Compact?Yes.Use Lesser of(F8-1)AND(FS-2) Wall Is Not Slender Yielding Check (F8-'I�M�=FyZ= 2.1 (Governing Equation) Local Buckling Check Non-Compact Sections �F$-2�M�_((0.021 E/(D/t)+Fy)S= 3.2 , Slender Walled Sections �F$-3�M„_(0.33E/(D/t))S= 25.5 If Compact=(F8-1) OR If Non-Compact=(F8-2) OR If Slender-(F8-3) 2.1 Overall Result: M�= 2.1 �" � �� V�n Analys�s of Steel Base Plate w/_Steel_Anchor.8olts . ' ' ' (AISC.Steel Constructiion:Mdnual='14th Edition-�LRFD) � - � - - _ . . - - - - - - � -- .. _ _. .. - - - - - - ASCE 7- 30 �Enter"05"or"10" 1: PLU,=0.5 (in.)Plate Thickness " �� PLbi�=8 `;(in.)Plate Bend Line Length(See Sketches for Examples) L�= 1.31 ,(in.)Cantilever Length of Plate(See Sketches for Examples) PLF�=36 ��(ksi)Plate Material Yield Stress � Fy=36(A36) PLF�=58 i(ksi)Plate Material Ultimate Tensile Stress � F�58(A36) Bdia=0.5 ;(in.)Anchor Bolt Diameter nb=4 (Qty)Total Number of Anchor Bolts in the Base Plate(Symmetrical) d=5 (in.)Distance Between Bolts(In Direction of Overturning) F„=58 •(ksi)Bolt Material Ultimate Tensile Stress � F�58(F1554 Gr 36),=75(Gr55), =125(Gr105),or=60(A307) Threads Excluded? N i(Yes or No)Are Threads Excluded From the Shear Plane? M=0.88 '(kip-ft)Bending Moment at Match Plate(Unfactored Load EfFects) V=�0.15 �(kip)Shear Force at Match Plate(Unfactored Load Effects) Ab=0.1963 (inz)Nominal Area of Anchor Bolt=nrz=n(Ba;a/2)Z F��=26.1 (ksi)Bolt Nominal Shear 5tress � F,,,,=0.45F„(Threads Excluded)or 0.563F„(Threads Not Excluded) F„�=43.5 (ksij Bolt Nominal Tensile Stress � F„t=0.75F„(F1554 Gr 36 or A307) I ANCHOR BOLT t�.- —��r^ r � �» _..;�::g=. +y-r -c4.,r,;�es`:�,..*R n .��'�' �..;,'.�.:��*`.�'�:��r��Stie'ar'��;. :is:=..�.�.��.',:�"`r':�.-<r;�4:�0:_� -�� <�rs Single Bolt Available Shear Capacity=mR„=m(F„�)Ab= � 3.84 kip Single Bolt Actual Shear Force=V„/ny=_ , 0.04 kip Shear Check � OK 1% '; :,�.`��:�:;��`�;>.;�;R`ension(IVlodif'e"d�for:Sliear)'.'_.:;;�;'-'�#�„=i��_'::' �:��"�,'��i I, Single Bolt Required Shear Stress=frv=(V„/nh)/A6= 0.2 ksi Modified Bolt Nominal Tension Stress=F'�t=1.3F��(F„t/mF��)fN= 43.5 ksi Single Bolt Available Tension Capacity=mRn=�IF'„t)Ay= 6.41 kip Single Bolt Actual Tension Force=T„_(M„/d)/(0.5nb)= 1.06 kip. Tension Check OK 16% USE: 0.5 Inch Diameter Anchor Bolts 'i - - - - - BASE PLATE ��:. � " � „�� ,��. ' .�Y.61.�..._u �'4,<<k.r-Y•�'� F�2%11�2''�2+a`'�,"'yF"- :. �� -;�'�, "" ��'Si:.:..`:. X 4 t4� "k �3., µi�_...�. ':: ..�k�'�,`A�Jt-..: r�a;. Plate Plastic Section Modulus=Z=PI,,,(PL�,)Z/4 0.500 in3 Plate Available Flexural Strength=mM„=m(PLFY)Z= 16.2 in-kip CumulativeeoltTensionForce=T„�= 2.1 kip Plate Actual Bending Moment=MPi= 2.8 in-kip , Flexure Check OK 17% '{�„�;"�1. �' f•,�F'?1i.?-'.�'h4�;:�t:�w7.".�-k,tt."R�eearirig•-_�_t�tvr��':'�.��4ke�iY,�;�t�::'"73',y��{.�+?' �� p�5 �.`- =_ • ... ,'1� '7,1"�.�..< .�i,�'x>'��55�3�. Plate Available Bearing Strength at Bolt=mR„_�(3.0)Bd;,(PL�,)PLF�= 32.6 kip � Plate Actual Bearing Stress=(V„�f16U�Bdia�P4n))= 0.2 kip Bearing Check OK 0% USE: 0:5 Inch Thick Base Plate � . � �_, V1�0 �'� ' Analvsis of Footin�Subiected To Wind-Induced Overturnin� EL,R�� '�-''� ENGINEERING � Allowable Stress for Stability Analysis(Oveturning)and Soil Interactjo►} ._ �„5e�e�yo�x.syi��,sU��rzzo smy�,�ans� . .. . . _ R00.553-5111 Client Springfield Sign &Neon - 12/18/2017 . - � � Project 100x2735 _ `�'"`' ._ . ,_ _ _._ . Description .Culver's ' Address �6386 Ga�ll Blvd � � - - - - .. _ . . ... -- - — - � City,ST Zeph ,ry'hills, FL 33542 , _ __ . . . _ _ .. _ ASCE 7- 10 (Enter"05"or"10"J Length of Footing=L= � � � 2 ft(Direction of Overturning) Width of Footing=B= 2 ft Thickness of Footing=D= 2.25 ft (If Any) Depth of Soil Cover=; , 0 ft (If Embedded) Diameter of Pole= 0 ft Dead Weight of Structure=r�, 0.10 k Wind-Induced Shear=V= 0:2 k Wind-Induced Moment=M = � 0.9 k-ft Dead Weight of Concrete= 1.35 k Dead Weight of Soil= 0.00 k Total Dead Wei ht= 1.45 k g Factored Total Overturning Moment=Mo= 0.7 k-ft Factored Resisting Moment= 0.9 k-ft Overturning Check= 1.19 OK >1.0 Load Combination Used for Stability Analysis= ASCE 7-10 Load Combination: 0.6D+0.6W (An Overturning Check of 1.0 corresponds to a Safety Factor of 1.0 using 60%of the Dead Load under Service-Level Wind Loading) Eccentricity=e= 0.50 ft Kern= 0.33 ft ' Resultant Lies Outside the Middle 1/3 (If Within Middle 1/3)qmax= 0.91 ksf Was Geotechnical Report Provided? (Y/N) N (IfOutsideMiddlel/3)qmax= 0.97 ksf Assumed Allowable Safe Soil Bearing Pressure=. 2.00 ksf PressureContactLengthonSoil=3m= 1.49 ft Design Safe Soil Bearing Pressure= 2.00, ksf Calculated Maximum Soil Bearing Pressure=qmax= 0.97 ksf Soil Bearing Pressure Check= 0.49 OK < 1.0 (A Soil Bearing Pressure Check of 1.0 corresponds to the Calculated Maximum Soil Bearing Pressure equal to the Design Safe Soil Bearing Pressure) Load Combination Used to Calculate Soil Bearing Pressure= ASCE 7-10 Load Combination: 1.OD+0.6W Spread Footing Page 1 of 2 - V/�� Reinforcement Requirements for Footin�fACI 318-11) • ELR�� StYEtlgth DOSIgf1-LRFD� -• - - E N G I N E E R I N G N7I Seveas Oeks Hlvd,tiuite 220 Smyma,TN 371G7 Client Springfield Sign & Neon � R0 0.553-5 1 1 1 Project 100x2735 12/18/2017 Description Culver's _ Address 6386 Gall Blvd -- - City,ST Zephryhills, FL 33542 ASCE 7- 10 Load Combination: 1.2D+ 1.OW Reinforcement Material Yield Stress=fY='. 60 ksi Concrete Compressive Strength=f'� �2.50 ksi Reinforcement Chair Height=Ch= . 3.00 in Length of Footing=L= 2 ft Direction of Overturning Width of Footing= B= 2 ft Thickness of Footing= D= 2.25 ft Pressure Contact Length on Soil=3m= 0.901 ft Factored Wind-Induced Shear=V= 0.15 k Factored Total Overturning Moment= Mo= 1.2 k-ft (If Within Mlddle 1/3)qmax= 1.348 ksf Factored Total Dead Weight= 1.74 k (If Within Middle 1/3)qm��_ -0.478 ksf Eccentricity=e= 0.70 ft (If Outside Mlddle 1/3)qma,= 1.931 ksf Kern= 0.33 ft qm�d= 0.000 ksf Resultant Lies Outside the Middle 1/3 nn�(unifl= 0.000 k-ft Factored Mid-Line Moment(Entire Footing)=M„= 1.2 k-ft m�(taper)= 1.218 k-ft Distance From Top to Reinforcement Centroid=d= 22.50 in Case 1) Reinf Req'd For Flexural Strength (1 Layer) =AS,flex= 0.01 jnz a=�fYZ/1.7f��b= 31,�6s Case 1)Total Reinforcement(2 Layers)=2AS,flex= O.OZ inZ b=(-1}�fYd= -i,zis,000 Case 2a) Min Reinf For Flexure= (3(f'�)o.s/fy�bd=As,min(a)= 1.35 in2 c=M�= sa,eio Case 2b) Min Reinf For Flexure=200bd/fy=A5,m;�cb�= 1•80 inZ —b± bz—4ac 2 As,flex— 2a Case 2c)Alt Min Reinf For Flexure=4/3(A5,flex� =As,min(c)= 0•02 in Governs Case 2)Only Case 2) Result=A5,m;,,= 0.02 InZ Larger of 2a)or 2b)= 1.800 inZ Case 3)Temp &Shrink Reinf=0.0018(Ag)=AS,T�= 1.17 inZ Governs Minimum Required Reinforcement=As�ey�a= 1•17 inZ Enter Bar Size 5 Area of 1 Bar= 0.307 inZ Enter Number of Bars in 1 Layer 3 Compression Block=a=A�fy/O.SSF�e= s.oszs �r, Reinforcement Provided For Flexure=A5= 0.920 inZ Nom FlexStrength=M„=A�fy(d-a/2)= 101.05 k-ft Design Flexural Strength=�M�= 90.9 k-ft OK> 1.2 k-ft Total Reinforcement Provided(2 Layers)=2A5= 1.84 inZ OK> 1.1�inZ Shear Load Effects=V„= 1.7 k Design Shear Strength=�V�= 40.5 k OK> 1.� k Spread Footing Page 2 of 2 � � � i� � � , - Eirad Engineering l.LC � � ' PraJect : Culver's File . 1q�x2735 Subject : VHD Date : 12/18J2017 � Location : Zephyrhills,FL Eng . BCC Desi n Wind Pressure,p,Eauation 29.4-5 IASCE 7-101 �- �- . . Qther Structures Rigid Structures p =qh G Cf (Directional Procedure) of all Heights qh : veloacity pressure at h Solid Freestanding Waiis � :Sectian 26.9.4 &Solid Freestanding Signs Cf :Figure 29.4-1 F =pAs As : gross area of wall or sign Velacitv Pressure Calculations: Uelocify press�re qh is calarlated in acmrdance with sectFon 293.2. qh=Velocity pressure @ height(h) qh=Canstant Kz�Kzt•Kd�V x (Eq 29.3-1) Where:Cqnstant = Numerical Constant (Section C27.3.2) _ %:•({Airdensitylb/cuft}((32.2ft1szlI• [(miJh}(5280 ft/mi)•(1 hr/36dd s}j� - 0.00256 Mean Sea i.evei - 0.00 ft Air Density @MSI. - O.p765 Ib/cu ft (Table C27,3-2) Occupancy Category = i {Ta61e 1.5-1) Exposure Category - C (5ection 26,7.3} a - 9.50 (Table 26.9-1) zg = 400.ao ft {Tabte 26.9-1} Basic Wind Speed - 130.00 mph (Figure 26.5-1 A-C) Structure Neight = 4.58 f# Width - 7,17 ft Depth - 3.40 ft Where: Kh - Velocity pressure coefficient @ height h = 2.01•(Z/Zgj^(2/a)for 15 ft�=Z<=Zg (Ta61e 29.3-1) = z.os-tlslzg}^j2Ja}for 2<15 ft = o.ss Kzt - Topographic factor (Flgure 2&.8-1) - (1+K1•KZ�K3)Z Topography - None Kzt @h = 1.00 Kd = Wind directionality Factor (Table 26.6-1) - 0.85 �1� . Elrod Engineering LLC Project : Culver's File : 100x2735 Subject : VHD _ .. Daie : 12/18/2017 Location : Zephyrhills,FL Eng . BCC Gust Effect Factor.Gf.Obtained bv Rational Analvsis The gust effect factor Gf o6tained 6y rational analysis uses the dynomic praperties of the system. Values Obtained from Table 26.9-1 Zmin = 15 ft E = 0.2 2 = 500 ft c = 0.2 Calculated Values Analysis = Category II•Rigid Structure-Complete Analysis z(-) = 15 ft Iz = �'�33�Z(JJ''�1�6� �Eq.26.9-7) = 0.2280869 Lz = 8'(z()/33J^e (Eq.26.9-9) = 427.0566 ft Q = Sqr(1/(1+0.63•((b+h)/Lz]"0.63)] (Eq.26.9-8� = 0.961 gq = 3.4 gv = 3.4 GustFactor(G) = 0.925•((1+1.7•gq•Iz•QJ/(1+1.7•gv•IzJJ (Eq.26.9-6) G = 0.905 .. . �� . Elrod Engineering LLC Projed . Cuiver's File . 100x2735 Subject : VHD Date : 12/18/2017 Location : Zephyrhills,FL Eng . BCC Desi�n Wind Pressure.p.Equation 29.4-1 Figure 29.4-1(Solid Freestanding Walls&Freestanding Solid Signs) Horizontal dimension of sign(B) = 7.17 ft Height of sign from ground surface to top(h) = 9.58 ft Vertical dimension of sign(s) = 0.08 ft Ratio of solid area to gross area(epsilon) = 1.00 Horizontal dimension of return corner(Lrj = 0.08 ft Aspect Ratio(B/s) = 89.63 Clearance Ratio(s/h) = 0.01 Depth Ratio(Lr/s) = 1.00 • � . . . . . • - -- --- - - -� - - - ---- - - - -- A&B 0.85 1.00 1.00 0.85 31.22 ! 2.09 I 59.08 � 33.89 I Case C _.., - - •. • _ .I ��_ •_. •_ ��I_•_. __ � --- - 0 to s � 0.85 1.00 1.00 0.85 31.22 3.23 91.08 0.58 s to 2s 0.85 1.00 1.00 0.85 31,22 2.55 72.02 0.46 2s to 35 0.85 1.00 1.00 0.85 31.22 1.95 55.07 0.35 3s to 45 0.85 1.00 1.00 0.85 31.22 1.85 52.25 0.33 45 to Ss 0.85 1.00 1.00 0.85 31.22 1.85 I 52.25 0.33 Ss to 10s 0.85 1.00 1.00 0.85 31.22 1.10 31.07 0.99 >10 s 0.85 1.00 1.00 0.85 31.22 0.55 15.53 7.92 Sum= 10.97 ; . . . . ;.�:�` ELROD � r�� ;+ ENGINEERING 871 Sevens Oaks Blvd,S�ite 220 ,n , _�� Smyrna,TN 37167 �pi/� /�"Q�IN 800-553-5111 FBC 5th Edition/ASCE 7-1 +_ ��-��k``��='�^`'� _ DesignCode:_ �;�,�;Pro�ect#: 100x2735 _Wind Speed: 130mph �� ;��Date�' 12/1 S/2017 .��ra�•x Risk Categ: I Y :�acility,�Re�f: Culver's �Posure'. C 'i��,�'��+Atld�ress; 6386 Gall Bivd ._s'�e.a. Wind load: 43,7 PSF Zephryhilis,FL 33542 �l`� ;_.h d;,=�.��,�,� �� . `�:.��a��5'Ist Stage,,._�:�:��'a'`��'�i �r:P��.c_.�r: i +fi _ .n: - ,. _.,. _ ... ,.. r'-S'`'��;��f�+t; ��'�}`+.�� b` `��'i`r`�� ='.`�i, .:`.= :-�,'.. .�.� 7 ,�;::�a ::�',,:t �,o �-r'�'��'- �f `=�r �; a_. ' -Base 5'tage, ��:6ase.Stage:. , • ;A�eaE(sfl'' � �,./o of,Load�; Load°(psfl:�` `Sttape,facto� ��SFiear.(k) __': ,<> � wL�x:�>�� - �:�.�'� ;��:, :�' .,r.: .%��r: �a"d{:�ai�'�; '�:. t`:r�.,''a��:e�:>��::{... �Cgntroid.(ft 'Mome j"� �„� ..3 :�, )`,_ nt,(k ft 46.30 100% 43.74 1 2.03.� . 2.88 5.83, __ 0.00 100% 43.74 _ ' 1 0.00 0.00 0:00 0.00 100% 43.74 1 ,0.00, . 0.00 0.00 0.00 100% 43.74 1 '. 0.00. „ 0.00 0.00 . 0.00 100% 43.74 . 1 0.00 0.00 0.00 0.00 100% 43.74 . 1 0:00, 0.00 0.00 0.00 100% 43.74 1 0.00 0.00 0.00 baseUx= 2.O3 baseMx= 5.S3 wt.(Ibs/ft.)= 10.80 Z' 4.04, d=4.50 Fv- 35 FY=35(Pipe)or 36(PL Rnd)or 42(HSS Rnd)or 45(A252 gr3) nominal t= 0.237 � ��9- design t= 0.220 Mo= 1�1.8 Load Factor(LF)= 1 d�=4.05918 �Mn= �0:6� M�=LF(Mx)= 5.83 < 10.61 Z=4.04 4.50�" OD Pipe f 0.237�"Wall 55.0% OK A=2.96 S= 3.02 Limiting D/t Ratio= 372.86 D/t=20.4 OK.AISC Specification F8 Is Applicable Compact Section D/t Limit:0.07'E/FY= 58.0 Is Section Compact? Yes.Yielding Controls(FS-1) Non-Compact Section D/t Limit:0.31"ElFY= 256.9 Is Section Non-Compact?Yes.Use Lesser of(F8-1)AND(F8-2) Wall Is Not Slender Yielding Check (F8-1�M�=FyZ= 11.8 (Governing Equation) Local Buckling Check Non-Compact Sections �F$-2�M„_((0.021 E/(D/t)+Fy)S= 16.3 Slender Walled Sections �F$-3�M„_(0.33E/(D/t))S= 118.1 If Compact=(F8-1) OR If Non-Compact=(F8-2) OR If Slender-(FS-3) 11.8 Overall Result: M� = 11.8 „ � �� "��Y�� ELROD ��..;. �� :�: ENGINEERING :��.�;;. .� 871 Sevens Oaks Blvd,Suite 220 „A , ,. �' Smyma,TN 37167 �V�a;n/�eQ N ��_"-'` 800-553-5111 Design;Code: FBC 5th Edition/ASCE 7-10 ;�f�:;tP�o ec;#; 100x2735 Wind�Speed: 130mph ,„�*�'� _Date: 12/18/2017 ,�„�•�+�c.�: Wind load: 43•7 PSF ;n.�.�acil�ty,�Refi, Culver's R;.`:..-��,o�%��'K; ..�i:, ,�Adiiresst 6386 Gail Blvd ROUND PIPE OR TUBE Zephryhills, FL 33542 `' .._ 1:•.`�_-.'i.":�Y;-_u -�4� �aiF Y:K -i�:�`.k:�v...di':�t��'��.. _ }. �L.': ;,r,�,��g'�ri�l�""a.�.��:��`��"'o� ,''',i;x;" >.14_�H�a'�r�,,`:" z�` ��` .,�;�.�'� �Base�sfage:; �Bas@'$fage,`� -: �,Area(s�:;�. ,�/oof.Load_: Load;(psfl.. . .Stiape:factor,, � .Shear,(k):% •-�ti,:... - �� - ' ':_ s�`;:�=v �� "r: a�s,tti,--: *� =eY:.. ��.; - `Cent%id•.�ft)1 ��Moment(k;ft)^; 46.3 100% 43.74 1 2;03_ . 4.67 9.46, 2.5 100% _.,43.74 1 0.91 . 1.23 0.13 _ 0.0 100% _„�43.74 1 �__„ 0'.00_ � 0.00 . _ ._ 0.00... 0.0 100°/a 43,74 1 � 0.00_ , 0.00 0,00 0.0 100% 43.74� , 1 O.bO 0.00 0.00 0.0 100% :43.74 1 � 0,00, _�, 0.00 0.00. , 0.0 100% � 43.74 1 0:00 0.00 0.00 baseUx= 2.13 baseMx= 9.59 Z= 9:50 d= 5.56 Fv- 35 Fy=35(Pipe)or 36(PL Rnd)or 42(HSS Rnd)or 45(A252 gr3) nominal t= 0.375 �_� p.9 design t= 0.34875 M�_ `27,7 Load Factor(LF)_ � d�= 4.8655 �Mn= -- 24.93 M„=LF(M,�= 9.59 < 24.93 Z= 9.5o I 5.563�" OD Pipe j 0.375;"Wall. .__ 38.5% OK A= 5.71 s= �.o� Limiting D/t Ratio= 372.86 ��t= �s.o OK.AISC Specification F8 Is Applicable Compact Section D/t Limit:0.07*E/FY= 58.0 Is Section Compact? Yes.Yielding Controls(F8-1) , Non-Compact Section D/t Limit:0.31*E/FY= 256.9 Is Section Non-Compact? Yes.Use Lesser of(F8-1)AND(F8-2) Wall Is Not Slender � Yielding Check (F8-��M�=FyZ= 27.7 (Governing Equation) Local Buckling Check Non-Compact Sections �F$-2�M�_((0.021E/(D/t)+Fy)S= 42.8 I Slender Walled Sections �F$-3�M„_(0.33E/(D/t))S= 350.5 If Compact=(F8-1) OR If Non-Compact=(FS-2) OR If Slender-(F8-3) 27.7 Overall Result: M„ = 27.7 �� . ' /f�G:n /�e4H . Analysis of Steel Ma�tch�Plate w/Steel Bolts � . : .,.. . ._._ .,. __ _. _... . .. . . _ ..: . � _ _ :.. �... ... - - - -= . ._� . _.. _ ._ . -- - IAISC Steel Construction�Manual-14th`Edition-.LRFD) � . _ _ . _. ..- � - - -_ _. ...._ ._ _ ... . - -_.. ASCE 7-'10. �� Enter"05"or"10" PL�,=�0:62�5 ;'(in.)PlateThickness PLy�i=,10-, �(in.)Plate Bend Line Length(See Sketches for Examples) L�= 0.875 (in.)Cantilever Length of Plate(See Sketches for Examples) PLFy=36 , (ksi)Plate Material Yield Stress � Fy=36(A36) PLF„= 58 .(ksi)Plate Material Ultimate Tensile Stress � F�58(A36) Bdia= 0.625 (in.)Bolt Diameter nb= 4 (Qty)Total Number of Bolts in the Match Plate(Symmetrical) d= 5.875 ,(in.)Distance Between Bolts(In Direction of Overturning) F„= 60 (ksi)Bolt Material Ultimate Tensile Stress � F�60(A307)or 105(A325) Threads Excluded7 N ,(Yes or No)Are Threads Excluded From the Shear Plane? M= 5:83� (kip-ft)Bending Moment at Match Plate(Unfactored Load Effects) V= 2.03 (kip)Shear Force at Match Plate(Unfactored Load Effects) Ab= 0.3068� (in2)Nominal Area of Bolt=nrz=n(Ba;a/2)z F��= 27 (ksi)Bolt Nominal Shear Stress � F,,,,=0.45F„(Threads Excluded)or 0.563F„(Threads Not Excluded) F�t=45 (ksi)Bolt Nominal Tensile Stress � F„t=0.75F„(F1554 Gr 36 or A307) BOLT �?'�:i'.2- :ti^7,; r 'z_., M: "l;.,.7. . ..�-Z{:%:—• , n :rt�9�„ ,.�._.... .. ,:n x.. ;. Sh'ea� �'�:: °'n,'.-: Single Bolt Available Shear Capacity=mR„=�(F,,,,)Ay= � 6.21 kip Single Bolt Actual Shear Force=V„/nb= 0.51 kip Shear Check . �OK � 8% � ' - � :�Tension'(Modified.focSFiear).' Single Bolt Required Shear Stress=frv=(V„/n6)/A6= 1.7 ksi, Modified Bolt Nominal Tension Stress=F'�t=1.3F��(F„t/mF��)frv= 45.0 ksi Single 6olt Available Tension Capacity=�Rn=�(F'„t)Ab= 10.35 kip Single Bolt Actual Tension Force=T„_(M„/d)/(0.5ne)= 5.95 kip Tension Check ' OK 58% � � USE:- 0.625'Inch Diameter Bolts � � MATCH PLATE :�• ;; - , ' � `-;"r ';Flexu"�e�' • • ' _ '•>;•�- • _'r Plate Plastic Section Modulus=Z=PLbii(PL.tn)z/4 ' �0•977 in3 Plate Available Flexural Strength=�M„=m(PLFY)Z= 31.6 in-kip , Cumulative BoltTension Force=T��= � 11.9 kip . Plate Actual Bending Moment=MPi=T„�(4)= 10.4 in-kip Flexure Check ' OK 33% ,�.;_ � . • _ :,Y -._,=.. _;,�: �_;:. �:,�k; ,� ,.':�;-,.;Bea�irig,+, ,.,,,�-� ' - Plate Available 8earing Strength at Bolt=�R„_�(3.0)BaialP�Cn)P�F�= 51.0 liip.;, Plate Actual Bearing Stress=(V„In6��Bdta�P4n))= 1.3 kip , , Bearing Check , OK 3% .... . . . , USE: , 0.625 Inch Thick Match Plate ,, , . . . , �� a �` �.� � Analvsis of Footin�Subiected To Wind-Induced Overturnin� ELR�� Allowable Stress for Stability Analysis(Oveturning)and Soil Interaction E N G l N E E R I N G R71 Sevens Oaks Hlvd,Suite 22D Smyma,TN 37167 R00-553-SIII Client Springfield Sign&Neon,.� � ` � � - � ' 12/18/2017 , . . .. . ... . � . .. , Project 100x2�735 � . - � �� ' ' ' Description �Gulver's �� - � - '- � � - � � Address 6386'Gall,Blvd � � � � � . t ..._ __ . ... . . _ __ . , _ ... _,._. . -. City,ST ZepHryhills, FL'33542 - • ASCE 7- 10 - � _ ; (Enter"05"or"10") Length of Footing=L= _ :, 4.25' ft(Direction of Overturning) Width of Footing= B= 4.25 ft Thickness of Footing=D= , 2 ft (If Any) Depth of Soil Cover=.�' 0:667 ft (If Embedded) Diameter of Pole= 0.5 ft Dead Weight of Structure= 1:00 k Wind-Induced Shear=V= 2.1 k Wind-Induced Moment=M= 9.6 k-ft Dead Weight of Concrete= 5.36 k Dead Weight of Soil= 1.19 k Total Dead Weight= 7.55 k Factored Total Overturning Moment=Mo= 8.3 k-ft Factored Resisting Moment= 9.6 k-ft Overturning Check= 1.16 OK >1.0 Load Combination Used for Stability Analysis= ASCE 7-10 Load Combination: 0.6D+0.6W (An Overturning Check of 1.0 corresponds to a Safety Factor of 1.0 using 60%of the Dead Load under Service-Level Wind Loading) Eccentricity=e= 1.10 ft Kern= 0.71 ft Resultant Lies Outside the Middle 1/3 (If Within Middle 1/3)qm�= 1.07 ksf Was Geotechnical Report Provided? (Y/N) � N (If Outside Middle 1/3)qm„�= 1.16 ksf Assumed Allowable Safe Soil Bearing Pressure= , �2.00 ksf PressureContactLength onSoil=3m= 3.07 ft Design Safe Soil Bearing Pressure= 2.00 ksf Calculated Maximum Soil Bearing Pressure=qmaX= 1.16 ksf Soil Bearing Pressure Check= 0.58 OK < 1.0 (A Soil Bearing Pressure Check of 1.0 corresponds to the Calculated Maximum Soil Bearing Pressure equal to the Design Safe Soil Bearing Pressure) Load Combination Used to Calculate Soil Bearing Pressure= ASCE 7-10 Load Combination: 1.OD+0.6W Spread Footing Page 1 of 2 � . !V'�,n/�"�NN �� ' , • ,� Reinforcement Requirements for Footin�(ACI 318-11) ELRO� • (Strength Design-LRFD) E N G I N E E R I N G R71 Seveas Qaks Hlvd,tivite 220 Smycna,TN 37167 Client Springfield Sign &Neon R00.553-5111 Project 100x2735 12/18/2017 Description Culver's � Address 6386 Gall Blvd City,ST Zephryhills, FL 33542 ASCE 7- 10 Load Combination: 1.2D+1.OW Reinforcement Material Yield Stress=fY= ,: 60 ksi Concrete Compressive Strength=f'� 2.,50 ksi Reinforcement Chair Height=Ch= � 3.00 in- Length of Footing=L= 4.25 ft Direction of Overturning Width of Footing= B= 4.25 ft Thickness of Footing= D= 2 ft Pressure Contact Length on Soi1=3m= 1.790 ft Factored Wind-Induced Shear=V= 2.13 k Factored Total Overturning Moment=Mo= 13.9 k-ft (If Within Middle 1/3)qmax= 1.584 ksf Factored Total Dead Weight= 9.06 k (If Within Middle 1/3)qm;,,= -0.581 ksf Eccentricity=e= 1.53 ft (If Outside Middle 1/3)qm„�= 2.383 ksf Kern= 0.71 ft qmtd= 0.000 ksf Resultant Lies Outside the Middle 1/3 M�(unif)= 0.000 k-ft Factored Mid-Line Moment(Entire Footing)=M„= 13.9 k-ft M�(taper)= 13.850 k-ft Distance From Top to Reinforcement Centroid=d= 19.50 in Case 1) Reinf Req'd For Flexural Strength (1 Layer)=AS,flex— 0.16 inz a=�fYZ/1.7f'�b= 14,9as Case 1)Total Reinforcement(2 Layers)=2AS,fleX= 0•32 in2 b=�-1)�fYd= -1,osa,000 Case 2a) Min Reinf For Flexure=(3(f'�)°'S/fy)bd=As,min(a)= 2•49 ��z c=M„= 166,Zoo Case 2b) Min Reinf For Flexure=200bd/fy=A5,m;��b�= 3•32 inZ —b± bz—4ac Z As,flex— 2a Case 2c)Alt Min Reinf For Flexure=4/3(A5,flex� -As,min(c)_ �•21 ICl Governs Case 2)Only Case 2) Result=A — 0.21 inz Larger of 2a)or 2b)= 3315 inZ s,min— Case 3)Temp&Shrink Reinf=0.0018(Ag)=A5,T&s= 2•20 inz Governs Minimum Required Reinforcement=AS�eq�d= 2•20 inZ Enter Bar Size 5 Area of 1 Bar= 0.307 inZ Enter Number of Bars in 1 Layer 4 comPress�or,sto�k=a=a,fY/O.85f��b= 0.6794 in Reinforcement Provided For Flexure=AS= 1,227 inz Nom FlexStrength=M„=Asfy(d-a/2)= 117.57 k-ft � Design Flexural Strength=�M�= 105.8 k-ft OK> sa.9 k-ft � Total Reinforcement Provided (2 Layers)=2AS= 2.45 inZ OK> Z.zo inZ Shear Load Effects=V„= 9.1 k Design Shear Strength=�V�= 74.6 k oK> g.i k I Spread Footing Page 2 of 2 � e �� "�.� �� Elrod Engineering LLC Project : Culver's File : 100x2735 Subjed : Main Menu Date : 12/18/2017 Location : Zephyrhills,FL Eng . BCC Desisn Wind Pressure,p,Equation 29.4-1(ASCE 7-10) .- . . OtherStructures Rigid Structures p =qh G Cf (Directional Procedure) of ali Heights qh : veloacity pressure at h Solid Freestanding Wails G :Section 26.9.4 &Solid Freestanding Signs Cf :Figure 29.4-1 F =pAs As . gross area of wall or sign Velocitv Pressure Calculations: Velocity pressure qh is calculated in accordonce with section 29.3.2. qh=Velocity pressure @ height(hJ qh=Constant•Kz•Kzt•Kd•V� (Eq 293-1) Where:Constant = Numerical Constant (Section C27.3.2) _ �•[(Air density Ib/cu ft j/(32.2 ft/s2)] [(mi/h)(5280 ft/mi)•(1 hr/3600 s)]Z = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft (Table C27.3-2) Occupanty Category = I (Table 1.5-1) Exposure Category = C (Sedion 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Table 26.9-1) Basic Wind Speed = 130.00 mph (Figure 26.5-1 A-C) Structure Height = 6.25 ft Width = 833 ft Depth = 1.13 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•(Z/Zg)^(2/a)for 15 ft<=Z<=Zg (Table 29.3-1) = 2.01•(15/Zg)^(2/a)for Z<15 ft = 0.85 Kzt = Topogrephicfactor (Figure26.8-1) _ (1+K1•K2•K3)Z Topogrephy = None Kzt @ h = 1.00 Kd = Wind diredionalityfactor (Table 26.6-1) ' = 0.85 � . � . - ��'�('}; � ' Elrod Engineering LLC Project : Culver's File : 100x2735 Subject : Main Menu Date : 12/18/2017 Location : Zephyrhills,FL Eng : BCC Gust Effect Factor.Gf.Obtained bv Rational Analvsis The gust effectfactor Gf obtained by rational anolysis uses the dynamic properties of the system. Values Obtained from Table 26.9-1 Zmin = 15 ft e = 0.2 2 = 500 ft c = 0.2 Calculated Values Analysis = Category II:Rigid Structure-Complete Analysis z() = ss tt Iz = c•(33/z())"(1/61 (Eq.26.9-7) = 0.2280869 Lz = E'�Z�)�33)"E �Eq.26.9-9) = 427.0566 ft Q = Sqr(1/(1+0.63•((b+hJ/Lzj^0.63 J] (Eq.26.9-8) = 0.964 gq = 3.4 gv = 3.4 GustFactor(G) = 0.925•((1+1.7•gq•iz•q)/(1+1.7•gv•Iz)J (Eq.26.9-6) G = 0.906 . . �•�� ' Elrod Engineering LLC Project : Culver's File : 100x2735 Subject : Main Menu Date : 12/18/2017 Location : Zephyrhills,FL Eng : BCC Desi�n Wind Pressure.p,Eauation 29.41 Figure 29.4-1(Solid Freestanding Walls&Freestanding Solid SignsJ Horizontal dimension of sign(B) = 8.83 ft Height of sign from ground surface to top(h) = 6.25 ft Vertical dimension of sign(s) = 5.25 ft Ratio of solid area to gross area(epsilon) = 1.00 Horizontal dimension of return corner(Lr) = 1.13 ft Aspect Ratio(B/s) = 1.68 Clearence Ratio(s/h) = 0.84 Depth Ratio(Lr/s) = 0.22 . . . . . . -- — - — --- _. -- --- A&B I 0.85 I -1.00 I 1.00 I 0.85 I 31.22 I 1.55 I 43J4 I - - 2,027.56 I . . � � ELROD ��' 9�'� � .�� ' ' r {�'' ENGINEERING d�P�a �k 871 Sevens Oaks Blvd,Suite 220 `x" Smyma,TN37167 OC�C� C�v��, ��N''�`�= 800-553-5111 Design Code: IBC 2015/ASCE 7-10 �'.� �..� ra�;�ss�e Wind Speed: 130moh �'�: �.;�'�Pro�ect,#; 100x2735 Ezposure: C �`;��_ 'Datep 12/18/2017 Risk Category: I �Facil�et Culver's � �...�'�.�.: Wind load: 50.7 PSF { Addre�ss�. 6386 Gall elvd ..'�"r Zephryhills,FL 33542 x'�% ' �1�st�,�Sta9 ,� nominal h=4.0000 ''�:. , , o ., a;xE�':i�4� ';F:��..;•::,q�; a;'.:" '-�:``��'v�;1"#:t'B sa egStage;� Base>Stage n Area(s�, , /o ofLoad ;;:Coad(psfl � :,Sfiape„�actor� y�•�Shear(k)",� �.�sr�t*!r�-�;��} �,ss ..�ti� �a .�i��`*'"�:'�.:>�°s:"�'�<:'� '��x�� `" .�.e��,,`:Y��SCentroid�,(ft)n�,Moment;(k,;ft)� nominal b=4.0000 20.00 70% 50.67_ 1 0.71. _ 9.50 .6.74 nominal t= 0.3130 17.70 70% 50:67 1 0.63 3.42 2.15 outside radius r- 0.5822 0.00 100% 50.67' 1 ��0.00_, 0.00 D.00 inside radius r�= 0.2911 0.00 100% 50.67 1 0.00 0.00 0.00 design t= 0.2911 0.00 100% 50.67 .... 1 0.00 0.00 0.00 Half Radiused Comers 0.00 100% 50.67. 1 0.00 0.00 0.00 AR�= 0.3993 0.00 100% 50.67 1 0.00 0.00 0.00 YRc= 0.2883 baseVX= �•34 baseMx= 8.89 IRc= 0.0091 Half Total Z= 5.59 AT=2.0501 Fr- 46 Fy=46(HSS Square or HSS Rectangular) �T= 1.3643 �= 0.9 M�=FyZ= 21.4 Load Factor(LF)= 1 Z= 5.594 �Mn= �9.3� M�=LF(M�_ $,$J < 19.30 A=4.100 4.00 "'i'all x 4.00 "Wide x 0.313 "Wall_. 46.0% OK 1= 9.138 S=4.569 Flange in Flexural Compression b/t= 9.7 b=2.836 Compact Flange b/t Limit:1 12(E/Fy)°�5=28.1 Is Flange Compact?Yes.Yielding Controls(F7-1) Non-Compact Flange b/t Limit:1 40(E/Fy)°'S= 35.2 Is Section Non-Compact?Yes.Use Lesser of(F7-1)AND(F7-2) Flange Is Not Slender Yielding Check �FT-�� M�=MP=FyZ= 21.4 (GOVERNING EQUATION) Compression Flange Local Buckling Non-Compact Flanges �F7-2� M�=Mp-(Mp FyS)(3.57b/t(Fy/E)�'S-4.0)= 31 7 Slender Walled Flanges bB=1.92t(E/Fy)o.s[1-(0.38/(b/t)(E/Fy)o.$)]= 0.288 le= 4.028 S8=2.014 �r�'3� Mn=FySe= 7.7 If Compact=(F7-1) OR If Non-Compact=(F7-2) OR If Slender-(F7-3) 21 4 Yielding and Flange Local Buckling Result:M„=21.4 Web in Flexure hlt= 9.7 h=2.836 Compact Web h/t Limit:2.42(E/Fy)°'S= 60.8 Is Web Compact7 Yes.Web Buckling N/A.Use Yield&Flange Result Non-Compact Web h/t Limit:5.70(E/FY)°�5= 143.1 Is Web Non-Compact? Yes.Use Lesser of(F7-5)AND Yield&Flange Result i �F7-rJ'� M�=MP(MP FyS�(0.305h/t5,�(Fy/E)°'S-0.738)= 23.9 Overall Result M„= 21.4 , . , �., �� ' � �- ELROD � ENGINEERING 871 Sevens Oaks Blvd,S�ite 220 Oa�s (?,,,_�,� . ' Smyrna,TN 37167 '`•s•"� - 500-553-5111 _ -• '��:�+i#� - Design Gode: FBC 5th Edition/ASCE 7-10 �',�P,,ro)ect#; 100�C2735 Winii:Speed: 130mph � � Da� 12/18l2017 .,�Exposure' C : FYacility� Culver's - --- • ' �,��: Ftisk.Category: � �".�Address; 6386 Gall Blvd � ,Winii load: 50.7 PSF Zephryhills, FL 33542 Load on Foundation �'. ""� ' �r. ';:r'� '�Load Calculation�`�s'�`�! t ^ � w �tt��7��,3h- ..�..�Ji•,7 :i__:.-.:k.fo..e:��. b(�'£`4} +2M1'ili°. 4",F;fvjS tCWti'!2 's@R^i% �• �iWy�li F,��+�. ''..`*. .•k '4� � -}i• 1''"'�;xa�.�q�`��,�¢Base�Stage;�� Base��Stage� . A7ea.(sfl %of,'Load m�Load'(Psfj:: =;Shape:•faoto�.�`,Sheac(kips). ��s��•+� • �'�n X�; ,� �*��.;�,�zj`��.T�-*: �`,_._;*= ,r��r:�.��"',:�:Gentroid;(ft),:x�Nlorrl?nt�.(k;�)��. 20.00 100% 50.7.' , 1 1:01 _ 9.50 - 9.63 17.70 100% 50.7 . 1 ;0:90. , 3.42 :, 3,OZ!_ . , , . 0.00 100% __,50:7.,_ , ' 0.8 . 0.00,__, 0.00 „_, ___ _0.00.___ 0.00 100% 50.7 0.8 ;0.00,_. 0.00 0,00:, 0.00 100% 50.7 0.8 0.00___ , 0.00 0,00__,,, 0.00 100% 50:7. _ . 0.8 _0,00_ . 0.00 0:00._,' 0.00 100% `50.7 0.8 - 0.00 0.00 0.00. baseVX= �.9� baseMX= �2•69 �� , ' dcc�e� �°Py Analysis of Steel Base Plate w/Steel Anchor Bolts � � (AISC Stee!Construction.Manu61-.14th Edifion-LRFD) � ASCE 7-�1U � �Enter"05"or"10" i Pl�h=0.75 ;(in.)Plate Thickness PLbii= 12 ;(in.)Plate Bend Line Length(See Sketches for Examples) L�= 2 �(in.)Cantilever Length of Plate(See Sketches for Examples) I PLFy=36 '(ksi)Plate Material Yield Stress � Fy=36(A36) il PLF„=58 '(ksi)Plate Material Ultimate Tensile Stress � F„=58(A36) � Ba;a=0.75 ,(in.)Anchor Bolt Diameter nh=4 '(Qty)Total Number of Anchor Bolts in the Base Plate(Symmetrical) d= 30 (in.)Distance Between Bolts(In Direction of Overturning} I F�= 58 (ksi)Bolt Material Ultimate Tensile Stress � F„=58(F1554 Gr 36),=75(Gr55), =125(Gr105),or=60(A307) I Threads Excluded7 N (Yes or No)Are Threads Exduded From the 5hear Plane? I M= 8.89 '(kip-ft)Bending Moment at Match Plate(Unfactored Load Effects) ', V= 1.34 (kip)Shear Force at Match Plate(Unfactored Load Effects) Ab=�.4418 (in2)Nominal Area of Anchor Bolt=nrZ=n(Ba�a/2)Z I F,,,,=26.1 (ksi)Bolt Nominal Shear Stress � F,,,,=0.45F„(Threads Excluded)or 0.563F„(Threads Not Excluded) � F„�=43.5 (ksi)Bolt Nominal Tensile Stress � F„�=0.75F„(F1554 Gr 36 or A307) ANCHOR BOLT I - .:s"- - :�� -'.5tiear., ' - �r:�`.�� ::'d I Single Bolt Available Shear Capacity=mR„=�(F,,,,)Ab= 8.65 kip Single Bolt Actual Shear Force=V„/nb= 0.34 kip Shear Check OK 4% .t< • ,s', � � ' 1'ension'(Modifieil forShear) ;;�'{:�;��', , Single Bolt Required Shear Stress=frv=(V„/nh)/A6= 0.8 ksi Modified Bolt Nominal Tension Stress=F'�t=1.3F�t(F„t/�F��)fN= 43.5 ksi Single Bolt Available Tension Capacity=mR„_�(F'„i)Ah= 14.41 kip Single Bolt Actual Tension Force=T„_(M�/d)/(0.5nbJ= 5.33 kip 'I Tension Check OK 37% USE: 0:75 Inch Diameter Anchor Bolts I BASEPLATE I . . ' . . Fleiiure "" �� . ' �' . - . _ Plate Plastic Section Modulus=Z=Ply„(PL.�,)�/4 1.688 in3�~ Plate Available Flexural Strength=mM„_�(PLFY)Z= 54.7 in-kip Cumulative BoltTension Force=T„�= 10.7 kip Plate Actual Bending Moment=MPi= 21.3 in-kip Flexure Check OK 39% , . , ,,,. .,, Bearing • � � - .. �,i`;�",�.=:s, - Plate Available Bearing Strength at Bolt=mR„_�(3.0)Ba�aIPL�,)PLF„= 73.4 kip Plate Actual Bearing Stress=(Vu��bJl�Bdia(P4n))= 0:6 kip Bearing Check OK "1% USE: 0.75 Inch Thick Base Plate �� o�s e�P�� Analysis of Footin�Subjected To Wind-Induced Overturnin� ELROD Allowable Stress for Stability Analysis(Oveturning)and Soil Interaction EN G I N EE R I N G R71 Sevens Oaks Hlvd,Suite?30 Smycm,T'N 371G7 . . RQ0.5�3-�1 I I Client Speingfield Sign &'_Neon - �� ' _ 12/18/2017 � . . , .. _ . . Project 100x2735 . , . __ . . , �... . Description Cul'ver's - , � ._ �. . _ . . -.- . , Address 6386 Gall Bivd. ' � � City,ST Zephryhills,_FL33542, � . . . . . .,. . _ . ASCE 7-,10_ _ (Enter"05"or"10"J Length of Footing=L=,, _ 4 ft(Direction of Overturning) Width of Footing=B= 6.25 ft Thickness of Footing= D=: � 2.5 ft (If Any) Depth of Soil Cover= 0 ft (If Embedded) Diameter of Pole= � 0. ft Dead Weight of Structure= 1.50 k Wind-Induced Shear=V= . . 1.9 k Wind-Induced Moment= M = _ 12.7 k-ft Dead Weight of Concrete= 9.38 k Dead Weight of Soil= 0.00 k Total Dead Weight= 10.88 k Factored Total Overturning Moment=Mo= 10.5 k-ft Factored Resisting Moment= 13.1 k-ft � Overturning Check= 1.25 OK > 1.0 Load Combination Used for Stability Analysis= ASCE 7-10 Load Combination: 0.6D+0.6W (An Overturning Check of 1.0 corresponds to a Safety Factor of 1.0 using 60%of the Dead Load under Service-Level Wind Loading) Eccentricity=e= 0.96 ft Kern= 0.67 ft Resultant Lies Outside the Middle 1/3 (If Within Middle 1/3)qm,x= 1.06 ksf Was Geotechnical Report Provided? (Y/N) . N (IfOutsideMiddlel/3)qma,= 1.12 ksf Assumed Allowable Safe Soil Bearing Pressure=, 2:00 ksf PressureContactLengthonSoil=3m= 3.11 ft i Design Safe Soil Bearing Pressure= 2.00 ksf Calculated Maximum Soil Bearing Pressure=qmax= 1.12 ksf I, Soil Bearing Pressure Check= 0.56 OK < 1.0 (A Soil Bearing Pressure Check of 1.0 corresponds to the Calculated Maximum Soil Bearing Pressure equal to the Design Safe Soil Bearing Pressure) Load Combination Used to Calculate Soil Bearing Pressure= ASCE 7-10 Load Combination: 1.OD+0.6W I I I Spread Footing Page 1 of 2 II , . . � o�� e�.,�. �a� � � � Reinforcement Requirements for Footin�(ACI 318-11) ELROD (Strength Design-LRFD) E N G I N E E R I N G R71 tievens Oaks Rlvd,Suile 22U Smyma,IN 371G7 Client Springfield Sign &Neon soass,-s>>� �Project 100x2735 12/18/2017 Description Culver's Address 6386 Gall Blvd City,ST Zephryhilis, FL 33542 ASCE 7- 10 Load Combination: 1.2D+1.OW Reinforcement Material Yield Stress=fv=. - 60 ksi Concrete Compressive Strength=f'� 2.50 ksi Reinforcement Chair Height=Ch=: 3.00 in Length of Footing= L= 4 ft Direction of Overturning Width of Footing=B= 6.25 ft Thickness of Footing=D= 2.5 ft Pressure Contact Length on Soil=3m= 1.985 ft Factored Wind-Induced Shear=V= 1.91 k Factored Total Overturning Moment=Mo= 17.5 k-ft (If Within Middle 1/3)qma,= 1.570 ksf Factored Total Dead Weight= 13.05 k (If Within Middle 1/3)qmin= -0.526 ksf Eccentricity=e= 1.34 ft (If Outside Middle 1/3)qm�= 2.104 ksf Kern= 0.67 ft qm�d= 0.000 k5f � Resultant Lies Outside the Middle 1/3 nn�(unifl= 0.000 k-ft Factored Mid-Line Moment(Entire Footing)=M„= 17.5 k-ft nn�(taper)= 17.465 k-ft � Distance From Top to Reinforcement Centroid=d= 25.50 in i . 2 z Case 1) Reinf Req d For Flexural Strength (1 Layer)=AS,flex= 0.15 �n a=�fY/1.7f��b= io,i6s Case 1)Total Reinforcement(2 Layers) =2AS,flex= 030 jnz b=(-1)�fyd= -1,s��,000 Case 2a) Min Reinf For Flexure= (3(f'��o.5�fy�f]CI=As,min(a)- 4.78 j�Z �=M„= 209,sso Case 2b) Min Reinf For Flexure=200bd/fY=AS,m;��b�= 6.38 in2 A _ -b± bz-4ac Z 5,n�x- 2a Case 2c)Alt Min Reinf For Flexure=4/3(As,flex� =As,min(c)= 0.20 in Governs Case 2)Only Case 2) Result=A - 0.20 inZ Larger of 2a)or 2b)= 6.375 inZ s,min— Case 3)Temp &Shrink Reinf=0.0018(Ag)=AS,T�= 4.05 in2 Governs ' Minimum Required Reinforcement=As�ey�d= 4.05 inZ Enter BarSize •. 6 AreaoflBar= 0•44z inZ Enter Number of Bars in 1 Layer _ 5 Compression Block=a=A,fY/0.85f�b= 0.8316 in Reinforcement Provided For Flexure=AS= 2.2p9 inz NomFlexStrength=M„=A,fY(d-a/2)= Z77.05 k-ft Design Flexural Strength=�M„= 249.3 k-ft OK> i�.s k-tt Total Reinforcement Provided (2 Layers)=2AS= 4.42 inZ OK> a.os inZ Shear Load Effects=V„= 13.1 k Design Shear Strength=cpV�= 143.4 k OK> ss.s k � Spread Footing Page 2 of 2 . � C �� Elrod Engineering LLC Projed : Culver's File : 100x2735 Subject : Canopy Date : 12/18/2017 Location : Zephyrhills,FL Eng . BCC Desien Wind Pressure p Equation 29.41 fASCE 7-101 .. .- . . Other Structures Rigid Structures p =qh G Cf (Directional Procedure) of all Heights qh • veloacity pressure at h Solid Freestanding Walls G •Section 26.9.4 &Solid Freestanding Signs Cf .Figure 29.4-1 F =pAs As : gross area of wall or sign Velocitv Pressure Calculations: Velocity pressure qh is calculoted in accordance with section 293.2. qh=Velocity pressure @ height(h) qh=Constant•Kz•Kzt•Kd•V Z (Eq 293-1) Where:Constant = Numerical Constant (Section C273.2) _ �•[(Airdensitylb/cuft)/(32.2ft/sz)]• [(mi/h)(5280 ft/mi)•(1 hr/3600 s)]� = 0.0025fi Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft (Table C273-2J Occupancy Category = I (Table 1.5-1J Exposure Category = C (Section 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Ta61e 26.9-1) Basic Wind Speed = 130.00 mph (Figure 26.5-1 A-C) Structure Height = 9.58 ft Width = 6.67 ft Depth = 2.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•(Z/Zg)^(2/aJ for 15 ft<=Z<=Zg (Ta61e 29.3-1) = 2.01•(15/Zg)^(2/a)for Z<15 ft = 0.85 Kzt = Topographicfactor (Figure26.8-1) _ (1+K1•K2•K3�' Topography = None Kzt @h = 1.00 Kd = Wind directionalityfactor (Table 26.6-1) = 0.85 C�� ; • Elrod Engineering LLC Project : Culver's File : 100x2735 Subject : Canopy Date : 12/18/2017 Location : Zephyrhills,FL Eng : BCC Gust Effect Factor.Gf.Obtained bv Rational Analvsis The gust effect factor Gf o6tained by rational analysis uses the dynomic properties of the system. Values Obtained from Table 26.9-1 Zmin = 15 ft E = O.2 C = 500 ft c = 0.2 Calculated Values Analysis = Category II:Rigid Structure-Complete Analysis z(J = 15 ft Iz = c•(33/z())"(1/6) (Eq.26.9-7) = 0.2280869 Lz = 2'(Z(I�33I"E (Eq.2fi.9-9� = 427.0566 ft q = Sqr(1/(1+0.63 ((6+h)/LzJ^0.63)] (Eq.26.9-8� = 0.962 gq = 3.4 gv = 3.4 Gust Factor(G) = 0.925•((1+1.7•gq•Iz•Cv/(1+1.7•gv•Iz J] (Eq.26.9-6) G = 0.905 . ., , �� Elrod Engineering LLC Project : Culver's File : 100x2735 Subject : Canopy Date : 12/18/2017 Location : Zephyrhills,FL Eng . BCC Desien Wind Pressure,q,Epuation 29.4-1 Figure 29.4-1(Solid Freestanding Walls&Freestanding Solid Signs) Horizontal dimension of sign(B) = 6.67 ft Height of sign from ground surface to top(h) = 9.58 ft Vertical dimension of sign(s) = 3.00 ft Ratio of solid area to gross area(epsilon) = 1.00 Horizontal dimension of return corner(Lr) = 2.00 ft Aspect Ratio(B/s) = 2.2Z Clearance Ratio(s/h) = 0.31 Depth Ratio(Lr/s) = 0.67 --. -- ��-,- • - - - -- •-•---- --- --,- - --' A&B 0.85 I 1.00 1.00 I 0.85 I 31.22 I 1J9 I 50.67 I 1,013.92 1 Case C - - - -- •-• . : . . . � . . .. - - -- ---- - - -- - -- - - -- -- -- 0 to 5 0.85 1.00 1.00 0.85 31.22 2.33 I 65.78 592.01 s ta 2s 0.85 1.00 1.00 0.85 31.22 I 1.54 43.64 392.78 2s to 35 0.85 1.00 1.00 0.85 31.22 1.15 32.49 65.31 Sum= 1,050.10 l �� . , . *t:,�:�� ELROD , , i�:. �, ENGINEERING :�=�' .:, �; 871 Sevens Oaks Blvd,Suite 220 '�' Smyrna,TN 37167 1 �`°��` 800-553-5111 �`�e�T'oh cc,� FBC 5th Edition/ASCE7-1�.� � "`"��'�+`'°' ' Design Code: �� _;,;�,;P�o�ect#; 100x2735 . . �r,s:�a:�'rA�Fx�� INind Speed: 130171qh �� ,-�;�y,�;,,,_�Dafe: 12/18/2017 � � -�r:.��xy�...�.w;,as: ' Risk Categ: I ��F�aciltty Ref Culver's <.r,,r�,�•x,..:^-a: � - ''s:,, Exposufe: C <z. 'Acldfe'ss: 6386 Gall Blvd ,, ' Wind load: 48.1 PSF Zephryhills,FL 33542 '� �-'S�'�t;.'�;�:�' '` '`;;�.�;-t, r�i�x�k�.��:1'st�Stage;: -a-��'�',s:�y". ��Aea`�sfl'�'r#�H� '�%o'ofL`oad�,f:"Coad(psfl 'Shape:factor:� ;,Shea�(k)" "BaseStage' Base:Stage� ;�,•�� ,,; - ��. : ,•. - ;Centroid_(ft)� �Moment.(R=ft �f_s _ - ...�.�_ 2.60 100% 48.12 1 0.13 3.75 '0:47 0.40 100% .48.12 0.8 _.,.0.02 1.91 0.03 0.00 100°/a 48.12 _ 1 0.00 0.00 0.00 0.00 100% 48.1�2 1 0.00 0.00 0:00 0.00 100% 48.12 1 0.00 . 0.00 0.00 0.00 100% 48.12 1 0.00 0.00 0:00 0.00 100% 48.12 1 _. .Q,00, . 0.00 _ 0,:00, , baseUX= �•�4 baseMx= O.SO wt.(Ibs/ft.)= 3.66 Z- 0.72� d= 2.38 Fy= 35 FY=35(Pipe)or 36(PL Rnd)or 42(HSS Rnd)or 45(A252 gr3) nominal t= 0.154 ' �_ _0.9 design t= 0.143 M�= 2.1 Load Factor(LF)= 1 _ di=2.09356 �Mn= �.$$ M„=LF(M,�= 0.50 C 1.88 Z= 0.72 2.38�" OD Pipe � 0.154;"Wall 26.5% OK A= 1.01 S= 0.53 Limiting D/t Ratio= 372.86 D/t= 16.6 OK.AISC Specification F8 Is Applicable � Compact Section D/t Limit:0.07*E/FY= 58.0 Is Section Compact? Yes.Yielding Controls(F8-1) Non-Compact Section D/t Limit:0.31*E/Fy= 256.9 Is Section Non-Compact? Yes.Use Lesser of(F8-1)AND(F8-2) � Wall Is Not Slender Yielding Check ' (F8-1�M�=FyZ= 2.1 (Governing Equation) Local Buckling Check Non-Compact Sections �F$-2�M„_((0.021 E/(D/t)+Fy)S= 3.2 Slender Walled Sections �F$-.��M�_(0.33E/(D/t))S= 25,5 I If Compact=(F8-1) OR If Non-Compact=(F8-2) OR If Slender-(F8-3) 2.1 Overall Result: M�= 2.1 i � . : . �� I r , �� ELROD ENGINEERING 871 Sevens Oaks Blvd,S�ite 220 /� , Smyma,TN 37167 IcJ�.�Q��d�`� 800-553-5111 .. : .3, .Design Code: FBC 5th Edition/ASCE 7-10 :;'y;�;P�oject#; 100x2735 _.,.:,..�;^,.•:r�.,�;. Wind,Speed: 130mph `--.�:=�:��';Date: 12/18/2017 Ex osure; C ��`'`"��''�` _ _ P ,,r1Facility;Ref: Culver's Risk Catego_ry: I . Address: 6386 Gall Blvd ;,-<:. Wind load: 48.1 PSF Zephryhills,FL 33542 Load on Foundation �a.`Coad�Calculation � .r`"`:,��,:;a;'.�. ,_ - '.�:.:';`,�- , . . . ,�.• ��;:-: �. x• Base Stage. -,Base Stage�� . :A�ea(sfj*. » ,:%o of L'oad . Load(psfl. Shape factor..�Shear,(kips)J. ;Ceritroid-(ft);�,��Moment-,(k-ft).; 2.60 100% 48..1 1 0.13 3.00 '0.38 0.40 100% 48.1 0.8 0.02 1.16 � 0.02 0.00 100°/a 48.1 0.8 0.00___ 0.00 0.00 0.00 100% ,48.1 0.8 0,00 0.00 _0.00_ ., 0.00 100% 48.1 0.8 0.00 ,_ 0.00 0.00 0.00 100% 48.1 _ _ 0.8 0.00 0.00 0.00 0.00 100% 48.1 . 0.8 0.00 0.00 0.00 baseUX= O.�4 baseMX= O.3J i�.��-�-�„�� (ROUND) PIER FOUNDATION ANAYLSIS Date: 12/18/2017 Project#: 100x2735 Section 1807.3.2.1 (Unconstrained)--> d = O.SA {1 + [1 + (4.36h/A)]1�2} 6386 Gall Blvd P =Applied Lateral Force - kips 0.14 ' <- M =Moment @ Base - k-ft 0.39 � '<- So =Lateral Bearing Pressure(psf/ft of Depth) (Table 1a1s.$) 100.00 ' <- Diameter of Support Embedded into Concrete-in. 8.625 � ' <- b =Diameter of Footing - ft. 1.00' < <- d =Depth of Footing - ft. 3.000 - - <- Dmin 2.296 ASCE 7-05=1.0 ' � Load Combination Factor For(W)= Asce�-�o=.s 0.60. Fatored Shear 84.39 ' Factored Moment 235.92 TEST 1500.00 200.00 200.00 S� = 2 x(d/3)x(So) 200.00 A = (2.34P)/(S� x b) 0.986 h = Centroid of Moment 2,7g8 Reinforcement Design (Use w/Anchor Bolts) If Support is Direct Embed into Concrete Disregard Reinforcement d= 3.3333 ' b= 11J810 Mu=(Moment`Load Factor)= 393.998144 Load Factor= 1.00 <- f y= 60000 , <- f�c= 2500 <- a= 1 _. <- a=Asfy/(0.85"f'�b)= 0.148 Req'd Flexural Stee/ = A S=((M„*92)/(.9"60,000(d-a/2)))'2= 0.062 P—�#bars*Afeabar)��n*rZ) Req'd Temp&Shrinkage Steel =A S = 0.0018(A 9) = 0.204 , DEPTH: 3 ft. DIAMETER. 1 ft. (support filled) CONC.VOL: 0.087 cy. (support not filled) CONC.VOL: 0.065 cy. Page 1 �� ' Elrod Engineering LLC Project : Culver's File : 100x2735 � Subject : Directional Date : 12/18/2017 Location : Zephyrhills,FL Eng : BCC Design Wind Pressure,p.Equation 29.41(ASCE 7-301 .- .• . . Other Structures Rigid Structures p =qh G Cf (Directional ProcedureJ of all Heights qh . veloacity pressure at h Solid Freestanding Walls G .Section 26.9.4 &Solid Freestanding Signs Cf :Figure 29.4-1 F =pAs As . gross area of wall or sign Velocitv Pressure Calculations: Velocity pressure qh is calculated in accordance with seciion 29.3.2. qh=Velacity pressure @ height(h) qh=Constant•Kz•Kzt•Kd•V x (Eq 293-1) Where•Constant = Numerical Constant (Section C27.3.2) _ %•[(Air density Ib/cu ft)/(32.2 ft/s2)]• [(mi/h)(5280 ft/mi J•(1 hr/3600 s)]2 = 0.00256 Mean Sea Level = 0.00 ft Air DensiTy @MSL = 0.0765 Ib/cu ft (Table C273-2) Occupancy Category = I (Table 1.5-1) Exposure Category = C (Section 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Table 26.9-1) Basic Wind Speed = 130.00 mph (Figure 26.5-1 A-C) Structure Height = 2.50 ft Width = 233 ft Depth = 1.00 ft Where: Kh = Velocity pressure coefficient @ height h ' = 2.01•(Z/Zg)^(2/a�for 15 ft<=Z<=Zg (Ta61e 293-1� = 2.01•(15/Zg)^(2/a)for Z<15 ft = 0.85 Kzt = Topographic factor (Figure 26.8-1) _ (1+K1•K2•K3)Z Topography = None Kzt @h = 1.00 Kd = Wind directionalityfactor (Ta61e 26.6-1) = 0.85 _ � „ , � �� .., * Elrod Engineering LLC Project : Culver's File : 100x2735 Subject : Directional Date : 12/18/2017 Location : Zephyrhills,FL Eng . BCC , Gust Effect Factor.Gf.Obtained bv Rational Analvsis The gust effectfactorGf obtained by rational analysis uses the dynamic properties of the system. Values Obtained from Tahle 26.9-1 Zmin = 15 ft e = 0.2 8 = 500 ft c = 0.2 Calculated Values Analysis = Category II•Rigid Structure-Complete Analysis z() = 15ft Iz = c•(33/z("JJ^(1/6J (Eq.26.9-7J = 0.2280869 Lz = C•(z()/33)^e (Eq.26.9-9) = 427.0566ft Q = Sqr(1/(1+0.63 ((b+h)/LzJ^0.63)] (Eq.26.9-8) = 0.982 gq = 3.4 gv = 3.4 GustFactor(G) = 0.925•((1+1.7•gq•!z•QJ/(1+1.7•gv•IzJ] (Eq.26.9-6) G = 0.915 , � �.`�� ,.. � Elrod Engineering LLC Project . Culver's File . 100x2735 Subject : Directional Date : 12/18/2017 Location : Zephyrhills,FL Eng : BCC Desien Wind Pressure.p.Equation 29.4-1 Figure 29.4-1(Salid Freestanding Walls&Freestanding Solid Signs) Horizontal dimension of sign(B) = 233 ft Height of sign from ground surface to top(h) = 2.50 ft Vertical dimension of sign(s) = 1.42 ft Ratio of solid area to gross area(epsilon) = 1.00 Horizontal dimension of return corner(Lr) = 1.00 ft Aspect Ratio(B/s) = 1.64 Clearence Ratio(s/h) = 0.57 Depth Ratio(Lr/s) = 0.70 _ _. - . �. • . il. � . • -- - — - ._._.._ ... - - -... _ ---- — --- -- --- —-------- A&8 0.85 1.00 1.00 0.85 31.22 1.68 48.12 159.22 — I CITY OF ZEPHYRHILLS 5335-8TH STREET " (s13)780-0020 19352 � BUILDING PERMIT � PERMIT INFORMATION - LOCATION INFORMATION Permit Number: 19352 Address: 6386 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 Improv. Cost: 2,375.00 OWNER INFORMATION ' Date Issued: 3/02/2018 Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 82.50 Address: 2651 KIRKING CT Amount Paid: 82.50 PORTAGE, WI. 53901-9511 Date Paid: 3/02/2018 Phone: (608)742-2893 Work Desc: INSTALLATION WALL SIGN/MB/DT CANOPY/HEIGHT DETECTOR(CULVERS) CONTRACTOR S APPLICATION FEES SIGN EFFEX SIGN 82.50 c- ,� � � • � Ins ections Re uired � •� FO TER , ELECTRICAL ROUGH FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be perFormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. IVO OCCUPANCY BEFORE C.O. �� C TRA TO IGNATURE PERMIT OFFI R PE IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department % Date Received Phone Contact for Permitting 417 862 _ 2454 owner's Name S & L Properties Zephyrhills, LLC Owner Phone Number 608.617.2016 owner's Address 2651 Kirking Court Portage, WI 53901 Owner Phone Number 608.697.1101 Fee Simple Titleholder Name same as above Owner Phone Number 608.697.4218 Fee Simple TitleholderAddress same as above JOBADDRESS 6386 Gall Blvd Zephyrhills, FL 33542 LOT# � SUBDIVISION Pa�cE�i�# 02-26-21-0000-00100-0041 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL DESCRIPTION OF WORK Installation of Signage G'(�� BUILDING SIZE see attached SQ FOOTAGE 4�268 HEIGHT �% � QBUILDING $2468 signage VALUATION OF TOTAL CONSTRUCTION �3 7� QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY 0 OTHER ' FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# I ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# M ECHANICAL COM PANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address � License# OTHER ` / � COMPANY Sign Effex SIGNATURE l..11� REGISTERED Y/ N FEE CURRE� Y/N Address 512 6th Street Winter Haven, FL 33881 License# ��. I 3 o I S� � i � � � � � � � � � � � � � � � i � ii � � � � � � � � � � � � ii � � � � � � � � � � -i � � � i � � � � � � ir � � � � � � � � � _.RESIDENTIAL_ __Attach(2),Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, i�iinimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Flaris w/�Silt Fence installed, ' "- - Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. *'**PROPERTY SURVEY required for all NEW construction. ' . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) ** Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension , may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT �I�I�t'I-T VC3F�(LC1�uC�VR Iyib.^��'�Y �E�f�o�-R��!ZQII4�G Vol l N(�TI('F (1F_(:nM�1AF,fU��FMF��-• -- - - - I FLORIDA JURAT(F.S. 117.03) t OWNER OR AGENT (�('�� C�'Tl�(CiI/I�'Y� CONTRACTOR ' Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or a�rmed)before me this bY by�ct�-t r"; �� d'.t,'�. �T=� s s�� ; Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. �"' as identification. � i Notary Public � r' �1 rl r,� �, � � %,,� fl �1� Notary Public �, Commission No. Commission Q•;""' • ''; MY COMMISSION# Name of Notary typed,printed or stamped Name of Nota� ''printe e 21,2pY0 �.= d �IU=0183 Floridallota rySery)�,� _ Q��Q__ � �� ' .��gn`1��OFSIGNMAKING - �.- f State Certified Electrical Sign Contractor Lic. #ES12000111 I� February 13, 2018 To Whom It May Concern: Let this document serve as power of attorney and authorization for the following listed individuals to act as representative and agent in registration of contractor license, securing and signing for permits for the noted job location below: Municipality: ]ob Location: Parcel #: Jeff Terry ' Helen Bender Josh Terry ' Tim Jones � Jonathan Williams Wayne LaPorte e t Regards, `/V ' , ennis W Guinn Qualifier License #ER13015405 Sworn to and subscribed before me by�e ��1 �� `-� � � �1 � who is personally known _ �o_m�c�-�roduced as identification, and who did take an oath, this �L day of � �. , 2018. r- Signature of Notary �w, ..v.�--------'� Seal• ��;;�..,, DANIEL JENKS :�•..�: =`• '= MY COMMISSION#GCi010471 '�' . EXPtRES July 11,2020 •,4:�, (�07)3D8�0753 FlorldaNma S�tvice•eom T H E A R T O F S I G N M A K 1 N G - � _ ADDRESS 2531 North Patterson Ave, Springfieid MO 65803 SPRINGFIELDSIGIO! CONTACTUS 800.845.9927 design I build I install I service springfieldsign.com Culver's Signage Breakdown 6386 Gall Blvd Zephyrhills, FL 33542 West Elevation SL-45 LED Illuminated 56" x 120" = 46.67 � ' North Elevation SL-30 LED Illuminated 44.37" x 94.50" = 29.12 BB-1 NON Illuminated 17.67" x 27.88" = 3.42 South Elevation � SL-30 LED Illuminated 44.37" x 94.50" = 29.12 , East Elevation � ', SL-30 LED Illuminated 44.37" x 94.50" = 29.12 ' � Directional Si�ns � 'I DIR1277/8" x163/" = 3.2 DIR1277/8" x16 %" = 3.2 ' I Vehicle Hei�ht Detector NON Illuminated Clearance Panel —40" x 5" = 1.39 Drive Thru Canopy � Please see attached artwork Menu Boards MB-DT-46 106 %" x 62 %" = 46.29 � Building Images thafi Build Business /��Q� /�� I.lOfl1Ufl u\� � �.�� „�sW4� -. __'..-.�.r_ - � _ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� t� Date Received: �l�p—"� � Site: �QJ�� Gl �C v� Permit Type: CQ,GI o�G' �(l�2� �� /�x� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ �� I� ' This comment sheet shall be kept with the permit and/or plans. �, ; � � ��. i �� Kalvin Swi� —Plans Examiner Da e Contractor and/or Homeowner ; � (Required when comments are present) i ADDRESS 2531 North Patterson Ave, Springfield MO 65803 SPRINGFIELDSIGN . �ONTACTUS 800.845.9927 design I buiid I instaii I service springfieldsign.com , January 5, zo18 Sign Effex 51z 6th Street NW Winter Haven, FL 33881 Attn: Wayne LaPorte I have enclosed three (3)copies of sign permit submittals for Culver's of Zephyrhills, FL. Two (z) copies for the city and one(1)copy for your records. If you would please sign where needed, add your contractor's license # and submit the packet to The City of Zephyrhills I would greatly appreciate it. Please let me know when this location has been submitted for permit review and approval. T ank you _ � ' ��,� Lora Ma ' son Springfield Sign 4825 E Kearney St. , Springfield, MO 65803 Building Images n that Build �usiness , � �:��:.'.�r,,.:s,•=� `� c.a � - .7 _ � - - _T:=�:�-_. �Igl'1 _z:�;. . _ ^`��='= �,_ - ��'OFSIGNMAKING - - State Certified Electrical Sign Contractor Lic. #ES12000111 February 14, 2Q18 City Annex Attn: Permitting 5344 9�` Street Zephryhills, FL 33542 RE: Permits Culvers To Whom It May Concern: Enclosed are permit applications for Culver's located at 6386 Gall Blvd, Zephryhills, FL 33542 along with two sets of plans, LOA,property card and copies of contractor's registration. If you have any questions,please do not hesitate to contact me. Thank you. Helen Bender 863-294-4498 hbender@signeffex.com J, / � T H E A R T O F S I G N M A K I N � 0 SIGN PACKAGE PROPOSAL NEW BUILD PRESENTED TO: Zephyrhiils, FL DATE PREPARED: Preliminary: December 13, 2017 December 26,2017- REV January 4th,2018 - Permitting � S P R I N G F I E L D SIGN �� °L ��p� ��ah��e�� www.springfieldsign.com cp 2017 Springlield Sign&Graphies Inc,Springfield Sign ! � SPRINGFIELDSIGN LEffER OF AUTHORIZATION Welcome to delicious: December 13,2017 Jeff Liegel,Owner SUBJECT LINE: Culver's of Zephyrhills,FL � 5&L Properties Zephyrhills, LLC Jeff Liegel 2651 Kirking Court � Portage,WI 53901 I, Jeff Liegel,Owner,of the Culver's Restaurant,to be constructed at 6386 Gall Blvd. in Zephyrhills, FL,doing business as Culver's of Zephyrhills,FL do hereby grant Springfield Sign, located at 4825 East Kearney Street in Springfield,MO 65803,and their designated affiliates and/or subcontractors,permission to apply for and seek out approval of permits for free standing and wall signage,as allowed by code,for our restaurant.Thank you for your attention to this matter. � / Signature:X ` Date: lo�- ��—/� Jeff Liegel,Own�( STATE O F lJV l S C�f�S I Ir1 ) )ss. I ! . COUNTYOF YO LUVtit l�� G, ) On this �"l�hda of h'1 Y 20� before me the subscriber a Nota Public in and for said State and Cou Y . , . N , ��Y, personallyappeared S2 �'� L--I�� ,the � ►�/l�.Qf' of C�vGvers o� Ze�h.,rhi�<<jknownor identified o me to be the person whose name is subscribed to the within instrument,and in due for of law acknowledged that he/she executed the same as his/her voluntary act and deed on behalf of said company. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my seal in said State and County on the day and year last above written. Notary Seal I � KELLY J. HINTZE � � Notary Public (Signature of N ary) �, State Of Wisconsin r My Commission Expires: �j�[ / �.V � -- --_ -- � � � � . • . 1 i 1 i 1 • I i Iltl �� I) I1� i � ' � a � . 'i i SOUTH EL `�'50T SL-3Q .�� xXx � I I _ ( ' � c� S L-S��i��L��' - � � � � _ � - - � - ' Y ; ��S FL��ff��B€�3i.�ti�� ° I - - j- - - -� � Channel letter co�TC��.��(;�� i� C f0.5 � C 183 � C 1LS ( tC5 tA5 Ht � Ht 1 P { �� e��fi Z��(1��Q� .zu ao., •za., ao., .zo., * ,o ia One iese saddl ��f�� ' . � - - ,o LEO internal illumination WEST ELEVATION %�zo.00�— ' s4.so•—' EAST ELEVASt�30 SL-d5 Typisal apppcatinn for new - construction ��'� �} ,. � � j�}� � EmbeBded power suppiEes , b I — — — ----� (=— .— _ ^'b }� b UL marked product ' — ( � — — ` °' —" — � — (�`�"�� , No tnst�@a �i►1e�ed�ed,level line J} �� e �B � � � � 0,9.: I � � a ` E scribad'ii1$'a��d��4Ni�/�� p�d`��--`�� 'x" ds � �� ., �r�r �, �., � , �� „o . �� '�„ - RTN EIEUATION �-- .�a=—^� , ��}�� BB-1 i i j�'7� y ( I � I ! _ � o 0 " I�+o� � " � m I c �ns eQe I c �es At� � �� ao.t zo -2t.t � _ m.i SCALE:1!'16"=1' `SCAIE AND GOLORS N07 REPRESENSRTiYE FROM EMAlL A17AGHMENTS 'ALL MEA5UI2EMBNTS ARE APPROXIMA7E F �' � � ' ( L'[i�9JL5 � A!!4�AC.i1:.11J �• EAST ELEVATION: QTY-1 5L-30(44.37"X 94.50'�=29,12 5F LL-X LED accent strip Iighting typical placement.�: 121�3/17-NEW o1/04118-PERMIt71NG , LL LL _ WESt EEEYATION: QTY-1 5l-A 5{56.QQ"X 120.QQ"�=46.67 9f SQUTH:NA-WEST:NA-EA5T:NA, 12J14l17-Remove tED Strips _ _ , - SpUTHELEVATIpN: QTY15430(44.37'X94.50'�=29.125F NORTH:NA 12/'Ik/'I7-UpdateArchitecwre _ NORtN ELEYAttOFl: QTY 9 St-3�(44.37"X 94.50'}=29.12 5F BS-'I typlca!Drive Thna placement.NORTH 12I26/17-U date AroM.Detntt Q7Y-1 86-1 (17.67'X27.68"j=3.42SF �MFG:T.B.D. � MFG:T.B.D. � pI.AN'19-0yiCwnpleteSeGREV2'12-12-'1772-'I°J�17 STYLET.B.D. STYLE:T.B.D. �� } � : ` � FILEPATH:t\Culvers�Zephyrhills,FU -- DRAWING95HOWN12-'1&20'19 COLORT.B.D. COLQR:T:B.D. MARKWE85EL6 CWALKER '13741 �20175pringlicld Sign b 6nphica Ina,Springiisld&ign Thls drawing is Capyrlghted moterlal,It remafns lho properly al Spdnglleld SIAn&Neon unless otherwlse egreed upon fn writlng.It Is unlawtul to uso lhia S P I\�N V��E�D S I�� drowlny 1nt Litldtng pvrpuses,nut can R 6e repmduces,copfad or useG in the producUun ota sfgn alNnutwritten Aermtsslvn trem Springiteld S(gn S Henn,Iac. �f //,�/ �,y�{ , fU �L V+� Cj P[�Oh�IftF IUtv , This fs nn aotistle rundltton Qn4 ttnal calorx 1 sizes may nary irom that Uapistsd h8t0lii � � �owvoc � www.5pllCigrtielt35ign.COt'T� _ : r f � �1 � ■ � ■ ■ � � � i� : 1 � � � � • 1 1 ltii ti ii ii� � � ' i i 1 ' � ( 11 � . . 1 i � � � � WALL � LEFtHANDFtANGE • ; B�_� � ��•��n ,!60DEGiZEEANGLE s, �s /''�p cp c Ail aluminum o.080"thick panei- �,IaoKEa��'UIIOGII �� 6ackside is biank(white) 9cF ` AND HANDCRAFTE� Baked on aluminum white enamel SCAL6 N.1:5 finish ' Everything you order is Digital print overlay with prepared�ust for you--anly E '' ' overlaminate after you order. It's how we're HOLESARE.250"DIAME7ER 737"!N FR4M rafDE&'t A�88"1N FROM TOP$c 60TfOM sure yoa�r food will be hct, ZABtSTOBESENT50DEGiZEESUPATtIN@ Rounded corners are to he 1.25" fl"45h dlld wOPth the wait. radius Sign is to be mounted at 5D degree � N � F a n g l e(s e t q y f l a n g e) N N � � ?, �v�„`._,..�.�_..�_„'""' _ __ � . "M+��"' i ( 1 ��^' " COMING FPI(�aHT UP � � ► ; �� MARiC WESSELI C WAIKER '13741 1.5" , ,' 17.665" i� i i i� 12t'I3117-NEW 01/04l16-PERMft"TING � � •Ootqrmined hy p6ysicai address num6ers SCALE 1-1/2"�1' "SCALEANpCOLORSNOtREPkE5ENTATIVEPROMEMAILAiTACHMEN79 FILEPATN•T:\GulverslZephyrhills,FU 'ALLMEASUREMENS5AREAPPROXIMATE ' 02017 Springfi�ltl Sign E 6rophics Inc.,Spriogfleid Sign Sbfs drawtng is Copyrighted matariai,[i remai�s ihe properiy nt Springtleld Stgn&Nenn unless atharw3sa agtead opon in wtif3ng.ii Is aniatthet tn usn th(s S p��N�F I E L D S I V� drawittg for 6idding purposes,nnr can It be ropraduces,cupied or used inlhe prodoction ot a stgn w(thontwritten permission irom Springtieid Sign&Heon,�nc �� 1I ��`f „��d '�' u� "� ��{YStPf144C.1Fr,��, This is an arlistic rendillon and �inal colors / sizes may vary Iram that depicRed herein �ow�oc wwwspringfieldsign.com � e r � � �, � ■ � ,� � :� � � , � ,�� ,� ��. � , • • i 1 i i I � DIREC?IONAL SI�N 1 ��,,�;�.;� Sj�NF�ES o�Nrs�R � D!8-D10-D12 __ _ __ _ _ _ DIMEN51dNAL DRAWtN6 -` — ' " - ONLY(LULVER'5IAG0). D 1 R C � , ACltlAttOCA80M5lGNFAGE51 � �i ■ AP.ESHOWNONtEF7: � . r i � � ` � � � � ; � Ail aiuminum canstruction • ' � �r � ��_��g^-�-_._-. ; • - . � _ - - - � �ED internal ii[uminatian � _ - - ` - � ; --- - ; ;- - � ta c 51DE:A 51DE:B � � - -- i To Ily self ontamed lighting �. 1 � , � , ' , Poiycarbanate thermoformed faces �' �� ,� ' � � DIREGTIONAL SIGN 2 ' � Face remona!For serviee _ - DIR-9-8 - ___.__._--= Site plans show placement&fietd _ - ----- _ __ _ -- - - -- .. � � � orientetion - -- �` `- - - - � . �- � � �' i Ul.marketl protluct � r , - � � � � E, , � , � ,' +, ■ , � � . �''` -- ._ _ _- ' �- - -- - - ' � ~ � �� 54UAKEF007AGECALCULAti0N5: �y;��j��-��-�.� SlDE:A SlpE:B MATHEMk'ilCAl:2.555F ^ RECTANGUTAK 3.24 SF � ��'��°��r�-i��:��.��" _ �� ,�� `�� —�..�.....� �o��s��+��o �� : ,�� ,�. ��:,.�:� ��y�� ,�� dP�A,A � MARKWE55Elt CWAS.KER � 1374'[ ". � ��,�g�� /�� j� ��'�kjp� •��;' ��l� - ` ��' �C� a V �� •�«i j i.1� ., . .' 1 � I. , �Rd�intF1��f'�� „ F..�;;,7�n ��; � 12J13J77-NEW 12/28/17-DIREC110NAL 2 � 01/Ok116-PERM�77ING SCA4E:3/4"=1' 'SLALEAND LOIAKS NOT REPIZESENTATIVE FROM EMAIL ATTACHMENTS F1LE PATN;T:\Culaers�Zephyrhills,FL� 'ALL MEA5UREMENTS ARE APPkOXiMATE �2M7 Springlleid Sign 6 6nphica Ina,Springfield Sign This draw]eg Is Copyrtghted matartal,it remzins ihe graperty ni Springttetd SEgn&Nenn untess oiherarise agretd upon in wrifing.!i is ualavttu(t�use this S P R I N G F I E L D S i G i� dmwingtnr6idd(ngpurpases,noreanit6areproduces,eupiadorusedinthepwdutRonolasignwithoutvrritteqpermissianiromSpringtluldSign&Nenn,Ioe. ,,� •�. U�. �� P#ei.ri;:ini rui. This Is an artistic rendltion and Ilnal colors / sizes mey vary from that tlepicted hnraln �``�✓'� �o'"°o` �'n wwwspringfieldsign.com . . , � � � � � �� : � • � � �� . � � • i 1 • � i I 1 ' • 1 •1 'SEENOTE �5„� I � VH D-1 �� i 9' � ' 6" � All steel(painted)construction ,� � ; 1 � , - Re-setta6le if engaged � _ j � Used to help protect canopies from � � L � advancing vehisles that are too tall _� _ __ _ � ; � .___.. � � � r r - - • � � . ;, , . , , ,,,, �, ,� ,,. t . � Q . � � f � � � � . , � i —6'-8" � � .r 6'-8.5D" � i i � I I � �.�� 1`�� d � I I � : ; � All aluminum construction � � � � .� � Ra#ed tor 16D roph winds(3 second ? � � � j � � 6urst)&heavy northern states � i�.__._�._J R } � ' � snow loads � � � —� 9 f �� ; , . Order Gonfirmatian System(OCS} ( � , P�ACE � 1 � { by others , { � ORDER '� I + s + ' HERE � � ! Hear panei{tloor}access- � � ; � ' � t � lockable i � - ;' � � � j i _ - _ Provides proteetian€rom rain for ; ; i z ics � ' D7 customer ' ��Y�� , � �o � } � ' EL@CTR/GICBCpMMUNfCATfpN � � � �Q�IS$$��i.�,speaker& b _ 5ERYIC£SBYG.C.� , { � ; t _.. _- .. _ ___ .. ' � I � � 1 � �r�� ` \'.__' -_' _....__...... �•� � ' ' • • ., _ . _ _`_ _ • • �L� ' � . _ " ' " � (w •I , • - —"---' ._. ._ . _�"_��__��_ -�.__ s • ' ..era��^^,�,^+�r^^�---v^- -�.r-". .,..,.,.x.,,...,r.,- -.�. ;.;. �}s� . . , . , . . ,. , . ., �... � r 4 '.., _.._- :�+t° �. _ . . .� '..,,. .. �,,. : �,... . . . , .. ... >. r. .� . . ., . .. .. . r.. . „ . � .� ,, SCALE 3!8"=1' 'SGAI.EAND CdlORS NDT i2.EPRBSEN'fATtYG FROM EMASI A'i"1'ACHMENTS 'ALL MEASUREMENYS AkE APPROXIMA7E � 1� 1 1 I ; r�,..r�'^ .k � c..* .��. 't 2/'I 3/17-NEW I OZl041'�8-PERMtTT1NG � � u ,I t : i.7 ��I;;.s3.,,s-t.t. .� MAwcwE55ei� cwAutE�z 1374� FILE PATN:T:1Culvers�tephyrhills,FL\ 02QI7 Springfield Sign 6 Graphiu Inc.,Spdngtieitl Sign Thls drawing is Copyrlghted materlal,il romains Ihe prnperty al Spdngfield Sign&Nenn unless olhenvise agreed upan in writing.II Is unlawlul to usn ihia S P f�I N G F i E L D S I�+�f� drawfng tor hidding porposes,n¢r can It 6e rapraduces,cop3ed or used 4¢the pcodacfinn ot a slgn wlfhaut wrStten parmissfian from Sprl�gfieid Siga b Nenn,Inc. � eis�o:;`r.`u uiu� This is an arttstic renditiun and Hnal cofurs J sfzes may razy trbm that depicted hereirs <� U! GO��` �� 4vwwsprin�fteld5ig[t.Com I I -- ------_....—--,.�. ....-----....,........—._— i • � � . , * - • • � . • � . 1 �1 � i 1 ' � � �((� (� �� ' I I � � � � I � 1 � ► � � � � 1 1 1 � � � � FRONT ' `� ' ' � '' ' ' 8'-"!O-'t t4' --- - ,� � � 2NTERt6RYtEW OF MEhlU BOARD , �"' ' " _- ___'__ _'__ �_ __'___ ' '_____''____"""'_ I I PANELBEINGREMOVED � —_-�.T VALO�--- .a�� .. � , � � -- -- o '—{"J M B-DT=46-CS { , _ - - -_ �:� �.i---.-� ; ,. - =�� ; I j2�j �, BASKBTs ��.�, ��::.�..; , V�� A�6i!;�� f� ��\ 'YAW1[Tfim6A9 � r I � -T CcmEim 6 S�ve ` ` _ '� ! `'� ,_�"" • C 4 � 4 EnMBo+SIde+Oriok > �e.s. t �y i� � ri t :�:�.v.;.. ' Ylr Standard Menu Board for Drive- � � � ��----�—�----J- ' �"'�_-� `� � � '',, '`�5_ � _y�'��' ��t�"�.:L I n.�� t `.r'� .� I � 1:: - = -- �': 7hru Lane � �t � .� "'�'". �� '� L�..,�m, i i�, ._, , � F \ � �.. ` � ' � , I , m � ' .:S t c M'�iTe%�c ,., --� , I �=""--�=:p--:—� N ? �___� —__ i �� ..� —� r+k+Rcrunav+" � ' ' j I E LEd Internal illumination ' i� � �r;� ��;� ~ — i�` �� _ � � . i � � ' y �w� I� I ,!�'y + � imKaeamrs=,. i ; — ^ � i i PANELlNPLACE 11 � ^ POP 6ra i _ ..� _ _ , ' � p�s ��ratety ust be ` r�� ; �_,��_._,._ , ��. . �=� ��,�--� ' �� ,� i � s� f — f, . _ ., � �� . �__ � ,. purchased epa ;�,--� �,,.-, `__ .� _- _ - �`� ;,�r�� r- � ! I `��;,,� �� .,� I Y��"`-.i I��"� ' � � i• ��O�{G7 POPP-Outmagnetaccesspattets ' � _ -- s= �-{- l .�_�'� ,e�• �t { � - __<I included for easy in&out of POP �w-� - `� _-- : ?---' -- —� �- --- �--"�� ' _ � panels � ' - - - - - � -- ` - - � { �..'�°:.'•c'�' 1 r y, 4 j { � .�,,,°I Coastal Standards 180mph wind �'�� , 1 T—J laad �� --------- REAR - - �---- - ---- --- ---- --- -.�,�_---; Locking rear access tloors(4) ,� 8�-'10-1/4° ' ` A-INSIDE BACK OF MENU BOAHO FACE(ONLY ONE PANEL SHOWN FOfl �i CIAAI'!Y) � � -- - - --- - ------- -------- - .. B-FRdNT PANE!IS ANTI-�Ut6E(CtEAR}FOR�NCREASEO VISIS1lRY � � __.,--_.__.-- — ;--- ,._----., _ ._ .-- ---- ----.-,----- I i C-POPPANEL-PBDOUCTGRAPHIC � , � i D-flEAfl PANEL FITTEO WITH PUPP-Out P1VNEl 3 { £-SUPPORTItiG"T[PTRAYpF4RPANEtS(SEI.FAItGNtF2G} � 7 ' � . � � t � � F-POPP•Out TAB HANDLE � i G-PAIBED MAGNETIC"LATCH"(MAGNETSEMBEUOEOIN PqP-OuIPANEL &BACN pF MENU BQARQj ! � � , ' i � r � ; � N I � , � f � �" � I4 '.Z:e��?' �� r'l�l�'iL!l.Ata+t�`., i i'� ' " .»-�_.._ „�� y � � ( MARKWE55ECl CWACKER 137h1 , � � , � � �3�.�Q�'.'�^��,�16� i �r , i, 'y9;,,' '�;"ry,,:'.g•; ` " .,, 4 � 12t'!3Yl7-NEW � , � , p1/04/9B-PERMIITING - � t r- � SCALE:3/8"=1' 'SCALEANpCOLARSNOYREPRESBNTA'(IVEFROMEMAILATTACHMENTS F��EPATN:filGufvets�ZephyrhOis,FLl 'AGI.MF1i5UREMEN75 ARE APPROXtMA7E 020175pringfieid Sigo d 6raphies Ine.,Spr(agBeltl Sign TAIs draw(og is Copyrlghied material,it ramains tha preperty ot Sprfagfleld SEgo&Nean uuless oihenv(se agreed upnn in wrliing,it is nvlas�tui to nxo IhEs S P R I N G F I E L D S t C�t� drawing Sac 6idd]ag pnrpases,sor can it ho mproducas,capied ut ased in The pmduation of a sign withautwritien permissinn irom Sprlrtgflet0 Sign&Neon,loc. /,, �y CP,�U U� [.:1 �,�5 6;s`M;:��'ii n�n This Is an artistic reodition and I�nal calors / sfzes may vary Irom that depicted herein � �aw�o� www.5pring(ieldsigt�.Com CITY OF ZEPHYRHILLS � 5335-STH STREET °� (si3)�so-ooio 19296 FIRE STANDPYPES PERMIT . � PERMIT INFORMATION LOCATION INFORMATION ' _ Permit Number: 19296 Address: 6386 GALL BLVD Permit Type: FIRE HOOD SUPPRESSION SYS ZEPHYRHILLS, FL. Class of Work: FIRE-HOOD SUPPRESSION SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 Improv. Cost: 1,900.00 OWNER INFORMATION Date Issued: 2/14/2018 Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 150.00 Address: 2651 KIRKING CT Amount Paid: 150.00 PORTAGE, WI. 53901-9511 Date Paid: 2/14/2018 Phone: (608)742-2893 Work Desc: INSTALLATION SUPPRESSION SYSTEM (CULVERSON) CONTRACTOR S APPLICATION FEES FIREMASTER FIRE SUPPRESSION 50.00 FIRE INSPECTION FEES 50.00 FIRE PLAN REVIEW FEES 50.00 � � � ' � Ins ections Re uire � FIRE BALLOON TEST-Final Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire ' prevention and protection related activities such as inspections, plan review, administrative fees,and other � costs related to the aforementioned. '� Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of �', the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final , inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be perFormed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMME MENT " ,� - NTRACTO SI NATURE PERMIT OFFIC PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 813-780-0020 City of Zephyrhiils Fire Fax-813-780-0021 Permit Application �,�2: Date Received `� � ?.D� Phone Contact for Permit �� rW�:-��.�^:..�-...�y.L..._.,...:�_..,_ �....�....=..a:. - �._ -- �,�:�._:.:- �-:�--�-�-:�-- -_ ,.��-..�-��-��:^;.u°:<`-'�--�'...�.:� Owners Name S�'C. P� �'�j h � �� l-� Owners Phone Number � � � Owners Address �lv�� /V�,�+17 �� ,f��KT+� `Z 1!�/r 3.3-s�2- Fee Simple TiUeholder Name Titleholder Phone Number � � � Fee Simple Titleholder Address E';'.��-3::.;�m'�'�:='��.`:'��....r_^..�'`�..'.'="`�`..:,.:;�, ;--=--� _ _ -.-A-,r-;v--�--^-.... ._ ..,--�-�^�--,-•_�,_--- - "'--�-�==�= — ',u:�,.:�,�._i. .,_ . .a_..� , -_;.,..,:�,,._. .�. __. ,..... -�- . JobAddress ��70 � �jCr,�� 0 �� Phy�?f�lS� � `r' �3,j C �- � Lot# �� Sub Division Parcel# n-�-r z-,r��:...�:._e.,..:'�' . y:�.-�rc-.,..-�^;...--�-_�`+','^"r--'^''--�s--"^-- -.'-`+--:-_-__:-�'--E-�4 P'�%FT '�.rT' ��,"`..."__�t.'"'— ,i:+,"-r.4-^;-3^��.-.�..,.�;..�...r-�'--c"a.r-�'e�-.e-o .�y,.P;�.,,,- �•_ � Bio-Hazard Waste Storage-ANNUAL ��Fumigation Tent � Comm Exhaust Kitchen Hood/Duct � Hazardous Material(Tier II or RQ Facility)ANNUAL � Controlled Bum � Hood Installation � Emergency Generator<30 kw � LPMatural Gas-Installation � Emergency Generator>30 kw � LP/Natural Gas-AMIdUAL Sale � Fre Protection Maintenance-ANNUAL � Places of Assembly-ANNUAL �y emi �n t er Sprinkler 4 � ❑ ❑ ❑ � � Recreational Bum � Fire Alarm � ❑ ❑ ❑ � � Sparklers � / 7 �/ �-t�r c� Hood Cleaning � ❑ ❑ ❑ � � Sprinkler System Installations Hood Suppression � ❑ ❑ ❑ � � Standpipes(Sprinkler Sys) � �� Fire Alarm Installation a Torch Roofinglfar Kettle � Fire Pumps � Waste Tire Storage ANNUAL � Flammable Application-ANNUAL p[, — Valuation of Project � Fuel Tanks Q Other: �_.z-s-r��,.�o'^.,-9�.:--;--m��---^ w-•--r��-;-�---n-�.--;-�^x-,_-,..;--�ET�-�--..:.,_:_...�:-,��. ,-.,�,r-.�---�� _ . _ . :��--w-�=_._.•--n-�---•, Contractor Company Signature Registered Y/N Fee Current Y/N Address ,' License# ELECTRICIAN; Company Signature Registered Y/N Fee Curzent Y/N Address � License# PLUMBER Company Signature Registered Y/N Fee Current Y/N Address ; License# MECHANICAL Company `Signature Registered Y/N Fee Current Y/N � � Address ` License# OTHER Company ' ,e rYjA-,$ /L, Signature �j Registered Y/N Fee Current Y/IV � Address 'L .r�'dU /�/,,�Q.,S'I L� � Z7cS � � L-- License# �-=�'� ,:.-__:::.:�-�....__ - d. - - --- - - ��:-..�__,.- - - _ - ",z.."",�'•-�...,._ - = - - -;`"'T''�:'-a,=a .,,«- , , -,. :.,._,-.. ...>ri-�..� ��, Directlons: i 3-3 ----�"_.'. " .'_" ` FII out application completely. �� Oxmer&Contractor sign back of application,notarized(Or,copy of signed contract with owner) If over$2500,a Notice of Commencement is required(Mechanical work over$5000) Supply two(2)sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(httpJ/appraiser.pascogov.com) � - � NQTiCE OF DEED RESTRICTIONS: The undersigned understands that ttris permit may be subject to"deed"restrictiansn whicfi may be more restrictive than Caunty regulations. The undersigned assumes responsibility for compiiance with any applicable deed restrictians. UNLICENSED CONTRACTORS AND CCINTRACTOR RESPONStBILITIES: 1f the owner has hired a contractor or contractors ta undertake work, they may be required to be licensed in accardance with state and local regulations. !f the corttractor is no# licensed as required by law, bath the owner and contractar may be cited for a misdemeanor viatatian unde� state law. If the awner or intended cantractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contac#the Pasco County Building Inspection Divisian—Licensing Section at 727-847- 8009; Furthermore, if the owner has hired a cantractor or contractors, he is advised to have the contractor(s) sign partions of-�he "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractar, that may be an indicafion that he is nat property ticensed and is no# entitled to permitting privi(eges in Pasco County. CONSTRUCTtON 1.1EN�AW{Chapter 713, �lorida Sfatutes,as amended): �If valuation of work is$2,500.00 or more, 1 certify that I, the applicant, have been pravided with a copy of the "Flarida Construction Lien Law Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. ff ihe applicant is sameone ather;than the"owner", t certify that t have obtained a copy of the abave described document and pramise in goad faith to deliver it to the"ownei"prior to commencement. - CONTRACTt�R'SIGiWNER'S AFFIDAVIT: 1 certify fhat ali fhe irifarma#ion in this appiication is accurate and that all work will be done in compliance with all appliaable laws regulating construction, zoning and land - developrr�ent. Application is hereby made to obtain a permit#o do work and installafion as indicated. 1 certify that no work ar installation has commenced prior to issuance of a permit and that all work will be perFormed to , meet standards of al! laws regulating construction, County and City codes, zoning regulations, and land � �development regulations in the jurisdiction. t alsa certify #hat i understand fhat the regulations of ofher � �-government agencies may apply to the intended work, and that it is my responsibility to identify what actions I , must take ta be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditians set forth in this a,ffidavit prior to commencing.construction. [ understand that a separate permit may be required#or efectrical work, plumtiing, signs, we11s, paols, air conditioning, gas, or ather installations not specifically included in the application. A permi�issued shall be construed to be a license to proceed with the work and not as authority to vialate, cancel, alter, or set aside any provisions af the technical codes, nor shati issuance of a permit prevent the Building C3fficia!from thereafter requiring a carrectian of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless #he work authorized by such permit is commenced within six manths af permif issuance, or if woric autharized by the permit is suspended or abandoned for a period of six.(6)months after the time the wark is commenced. An extensian may be requested, in writing, from #he Buiiding Offieial far a period not to exceed ninety (9Q) days and will demonstrate justifiable cause for fhe extension. tf work ceases for ninety(9d)consecufive days,the jab is considered abandoned. � WARNING T� OINNER: YOUR FAIC.URE TO RECQRD A Nt}T10E OF Ct}NfMENCEIVIENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRORERTY. IF YOU INTEND TO CIBTAIN FINANCING, CONSULT WlTH YOUR�ENDER OR AN ATTORNEY BEFORE REGORDtNG YQUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03} - OWNER OR AGEMT CONTRACT4R Subscritied and swom to(or affirmed}before me this Subscrfibed and swom ta(or affirmed}before me this by bY Who islare personaliy knawn Eo me ar hasthave produced Who islare persanally known to me ar hasli�ave produced = as iden�fication. - as idenfificatian. Notary Public Notary Public Commission No. � Commission No. Name of Notary typed,printed orstamped Name of Notary typed,printed or stamped � � � _ For Information Regarding this Report PRE-ENGINEERED A Please Call SYSTEM INSPECTION REPORT 800-522-7150 � � �-��,�� ,�'.�`:,�1 i��" Fir�eMaster� � MASTEqPqOTECTION,LP SRO# t,��y;- ��%' Date �'ff�r�� ❑QUARTERLY ❑ANNUAL ❑SEMI-ANNUAL !.'NEW INSTALLATION ❑ FIRST INSPECTION ❑ CHANGES MADE Customer ��,��.s Customer# � Address t>��,� ��t�( c.'�.1�,0� �r��,s�r�i�jS,y t�� f'J��ri- V � Manager/Owner Phone System Location 1��$dj �.�I�� f.J�d Manufacturer ��,r.�.�� Model ��{�� #Cylinders � Cylinder siae(s) � Method of Actuation � � ' �,' ( Number � Degree u�� List main cylinder size first ��1 �� j J�je ��/�S -� Last Hydro �p/$✓ Last Recharge �i,,i'��j' Serial Number .��Uq�d�� Fuel Type � Restaurant�'� Marine❑ Industrial❑ Inspected per Installation Elec �� Gas❑G f Manual Date Size �1` 7 � � 5[��11 �(/�(j'~ � ° Shovl Sizas and Location of Ducts,Appliances,Riazzies,DsSecto�s �!�= �' 1 z� .:::::.................................... ................................................ .:�.......��.....�.................................... ....................... ............. ................................... :�: � ..... .... �.. ..:� � �t5o� LfSD` �t;��' '�Sb° �i�° i�� . ��b �� '� �� 2�v �� a�� -��, : ` : . �. .............................. .�.........��..................�'...............�'�...............��i....................��.................V.. ... ......�.�.................� : :� �' - ......................................��rfA I��G�`��_�..........��.7`��;�.a��z��...........fB./2`�'"a y��x�'...........�..�.�a�1 X�;i.',��.......................................... ........ ..........................................�.-.:,...,,_:...�.r.:..�:...�....:.--.,...-,:�-...r:.,........APPL`ANCES.._n_:.-.,�......,....,,...,...�,......Zj....,r..,,..F.r.,:=..-. ......................................... � �'�e.r ��-�'�1' �,��J2� �r6 2-�' � . �...........................................�.......................................Y................f.......................�.....................`.......................�................'�..................�.............................................:..:�'�� -: YES NO N/A r' - 1. Is system mounting bracket in accessible location and soundly mounted?............... ..................................................... .... .... ... ..... ... ❑�` ❑ � 2. Is piping tight,secured and checked for blockage? ❑� ❑ � .... ..... ... .... .... ...... ..... ............ ..... .... .......... ... .... ..... ..... ..... V " � 3. Are grease tights installed at all hood penetrationsT........................ ..................... ..... ...... ........ ... .... ... ......... ... ... .... ..... .. � ❑ � 4. If multiple systems,did all systems operate satisfactory?................................................... ...................... ..... ....................... .... ................ 0� ❑ ❑ 5. Is system properly installed to properly protect hazard(s)?........................................................................................................................................... Q" ❑ � 6. Are all nozzles properly located and proper type?... ..... ... ..... .... ..... ... ..... ... ... ... ... ... ...... ..... ..... ...... G' ❑ � � 7 Is manual pull operational and in proper location?..................... ... ..................... ...... ..... .......... .... ... ..... ........ ....... ... ❑U" ❑ ❑ - • 8. Are all fusible links or HAD's of proper temperature rating?............................................ ...... ........ ...... ............... .... ... .... ..... 0' ❑ � 9. Were fusible links replaced? ....................................................................................................................................... ....................... �� ❑ ❑ ................. . � 10. Is automatic detection operational?............................................................................ ............ .... ..... .... ... ......... ... ..... ............... 0 ❑ ❑ ,. 11. Did fuel shut off properly?................................ ..... ............ ... .... ... ..... ... ... ... .... ... .... ... ... ... ... f�' ❑ ❑ 12. Did aIl electric shut down under hood(s)and alarms operate? ..... ... ... ... .... ..... ... .... .... .... .... ......... ... ... .... Or ❑ ❑ 13. Are bursting disc and chemical in good condition?...................................................................................................................................................... li� ❑ ❑ 14. Is cartridge within proper weight7... ... ... ........ .... .... ... .... ..... ............ ................ .......... ..... ..... .... ... .... f�r ❑ � 15. Are all noules clean and capslseals properly installed7.... ..... .... ... .... ... ... ... ... .......... ..... ... ... ...... .... ..... ... v� ❑ ❑ 16. Is cylinder pressure in operational range? ...... .... ...... ❑ ❑ /.� .... ..... .... .... .... ...... ... .... ... .... ...... .... ... ... ........ .......... , 17. Are filters clean and in good condition? ....... ... ... ... Q' ❑ ❑ ... ... ... ... ... ... ... .... .... . � 18. Was system placed back in service and in normal operation condition?..................... ... ... ' ......... ...... ............... ... ........... � ❑ ❑ 19. Have persons working in area been instructed on proper operation of system7........ .... .................. ... ...... ..................................................... 0' ❑ � 20. Was the inspection/maintenance performed in accordance with NFPA 17,17A and 96?.... ... .... ........ ... ... ... .... ... �� ❑ ❑ ; 21. Was inspection/maintenance performed in accordance with manufactures specifications? ... ... .... ... ... .... ... ... ............ ... �` ❑ ❑ - 22. Does system comply with UL3007.. ... ... ... ... .... ...... .......... ..... ............ .... ................................. ... ... ....... ..... �r ❑ ❑ 23. Was system tagged in accordance with 69A-21?(Florida only)... ...... ... .... ... ..... ... ... ......... �' ❑ ❑ Comments 1,THE UNDERSIGNED,CERTIFY THAT I PERSONALLY INSPECTED THE ABOVE PREMISES AND FOUND CONDITIONS AS NOTED PermiULicense p ��—CjU'7}�"�� Service Technician Date Time Customer Signature Date �� {� f !��}/ AM ��,C:hi'V�1�I� �!,�I/�1f r�i PM FL 1041(9/12)Form X-PSI j OFFICE COPY . e � � '_. For Information Regarding this Report PRE-ENGINEERED • Please Call SYSTEM INSPECTION F3EPORT - 800-522-7150;� ,_ ._. � � , : _�� .. � . . , , . Fir+eMaster� � MASTEN PR07ECTION,LP � !� I / � SRO# ��f?��- �?�7)� Date U 1��;rf� ❑QUARTERLY ❑ANNUAL 0 SEMI-ANNUAL 9,rNEW INSTALLATION ❑ FIRST INSPECTION ❑CHANGES'MADE Customer ��;�� Customer# r � Address ��JJ� l�u�� a��'IIr�J �Q.��1�✓i''h,��15� �-. .3�� . Manager/Owner J r Phone . - System Location �;�j�'�R j� ��-�� ?� Manufacturer �n,�U� Model ��.��(?�, #Cylinders � Cylinder size(s) � Method of Actuation / Number `-' De ree � List main cylinder size first ��G1�� j/1��J� y J�Y � 9 ��` ' Last Hydro �r�f� y Last Recharge �I� Serial Number (�';� ��j()�� Fuel Type " I Restaurant Of� Marine❑ Industrial❑ Inspected per Installation Elec '❑v'r Gas�f , Manual Date Size �>> � ��f�.: ��}�Y��) ShoYr Sizes and i_ocation of Cucts;.��Eia.;�cas,Rlczzls�,Qc:ectors :�_E .>� ............................. i-�� = by'` � �� ° ��:.��'u�: ......-..... _�.W..�._._.Y.._...._�� --_---�-----__....�......�a��.., �..:e.r.�...�..m.....�...�isr�_�._._.__,J��_ ... .........�_................ , _ u�, t � �-}b r� ` " ,�J�7 ' - ' " ,`� "�_ �-�`� a`� .. . , . � '• ; a'` , r� � , • , �-, .... ....................................1.... �� ......................... .................... ......... � . .�t.:k,�:..........:.�..�...�........i^ ....��.............................L�...................... __ ...... ............ ' ............. ............. ............... ........'.....................................�...�!�;._..:7�1"`;;;:......fj�..i...�.."............................................................................... ........................ .:� ;:............................................. .........__......_........._.....�...........,..�..._..,,�....'c.�c.,�✓.�:.-...`.:..,-�.--.7�.�-_.---,.:::....... ........ ...... —�....................Y............. ..�... ,� .f „ ` APf'LI/fiFfCES ' ; °t� � , ..... : , ..... t;- " , ,r : � [:�r��,. ` + _ . , ............................................... � ...........�..........................:............................... ��ya'�:�='ySy...P............ �...................... .........................5............... ...ry....................... . ' YES NO N/A 1. Is system mounting bracket in accessible location and�soundly mounted7... .................... .............. ............ ..... .... ...... .... ....................... Q� � � 2. Is piping tight,secured and checked for blockage7 ........................................ ............ ............. ...................... ............. ...... ............ �� ❑ � _ 3. Are grease tights installed at all hood penetrations?.. ..................... ............. .................. ................. ...................... ............. ..... ........ �'' � � 4. If multiple systems,did all systems operate satisfactory?...:::................ ... ....................................... ............ ... ............................... .... ..... ❑ ❑ Q' � �!'^x'•,;'.vy : ... _ ,___. 5. Is system properly installed to properly protect hazard(s)7 ..... G�� . ',r,t.�.... ,�'~.�`r^ s f+:+:� , ,r ,;;.:,.,..;?.:• �� , , ....... ......... .....i...�.. ..............�. .�......_.. _ .,. ., . ' 6. Are all noules properly located and proper type?........... ...:.........................„....a. x;::.......,. ` �'-........ '.... ........... ...... ............ ...... .. Q� ...... J ;. ;.. .:: . . . ; �- s�1 _ ❑ ■ 7 Is manual pull operational and in proper location?.......................... .�: ............ :................................. ........................ .............. ......... 0� ❑ ❑ S. Are all fusible links or HAD's of proper temperature rating?.............. ... ............. ................... ................. .. ........ �i � � . ............. ... ................ 9. Were fusible links replaced?........... ............... ............ .. . .. .. .................. ................... ............... .... ............... ...... 0� ❑ ❑ 10. Is automatic detection operational? ............j�.:�a-........e.-'... .....��..:j .... ............�. .:.'..°:�. ..........f''.': ....... <` ... - - . .. . .. . ...-0��❑ ❑ ...... ..... ...R... ...i... 11 Did fuel shut off properly? ... ............ ... ...........:. ' -- :�� ................ ........... ... ........... ........ ..... ...............:J........... ... ... .......... 4s ❑ ❑ 12. Did all electric shut down under hood(s)and alarms operate?.................:...... .................. ............ .... ........... .... ........... ... .............. Q � � 13. Are bursting disc and chemical in good condition?......... .............. .............. .... .............. ,.,,,,,, 0< � � .... ........... .............. ..... . 14. Is cartridge within proper weight? ... .............................. ' ................. .............. .................... .............. ............. ....... .................... 0' ❑ � 15. Are all nozzles clean and caps/seals properly installed?........ ..... ....... .... ............. .... ...... .... ... ...... . ............... ..... ... Q'' � � ..... ..... 16. Is cylinder pressure in operational range? ... .......... ..... ....... ... ........... ....... ... ................. .... ..... ..... .... .......... ...... ... ❑ ❑ �� ' 17. Are filters clean and in good condition? ............... ................ .... .............. ............ ........... ... ............. ... ............ .................. ❑L'' ❑ ❑ - 18. Was system placed back in service and in normal operation condition? ........... ..... .......... ... .......... ............ ..... ....... ... ... ... Qf � � 19. Have persons working in area been instructed on proper operation of system?....... 0� � � ..... ........... ... .......... ... ..... ... ... ........... .... ...... � 20. Was the inspection/maintenance pertormed in accordance with NFPA 17,17A and 96?....... ...... .... ................ ........... ..... ........... 0" � � -� 21. Was inspection/maintenance performed in accordance with manufactures specifications? ... ................. .... ... ... ............ .... ..... ... `v" � � - 22. Does system comply with UL3007 .............................. ..... ........... ........ .................. .... .......... ... ... ... ... ... ..... .... .... t.' ❑ ❑ •'% ! 23. Was system tagged in accordance with 69A-21?(Florida,only).... ... ............ .... ........ ... ........ ... ............. ... ........... ... ....... L' ❑ ❑ Comments "- "- '� •y� - - �� f.3�.:_, I,THE UNDERSIGNED,CERTIFY THAT I PERSONALLY INSPECTED THE ABOVE PREMISES AND FOUND CONDITIONS AS NOTED PermiULicense# r-�n�� `,,. ,.� • ServiceTechnician �^^V' ` �"u'o`'✓— Date - Time CustomerSignature Date � r�1 tj 1 n AM �i_ � ' Jitr�,..f�.r^ `'q1P�!}Jt PM FL 10��9%�2)Form X�PSI- '� "�a• � � . OFFICE COPY - I ,..,.,..��.,�s.,...�.-.:»�.�:..r..rma��z.nxes�-:�r��:.'•.��=�a.'s.M�J...:_...._ „-_..L._.:_ - •» - __......aa,;,.,�.�.�==-s<�..'{`�="' -.�:�`=^'=4:F..�.�-s'�"-' _- _n.�,:�,:�.�.:=.:�,'�-:._...._�:.,;Rw") . .. �EPHY��ilL[�S FIRE l��P�.RT�l��T 6907 Dairy Road, Zephyrhills, FL 33542 � i . � FIRE SERVICE USER FEE� � Occupancy No.: �.-� Plan No.: " Contractor: 1�"'+�N"�r�s%� Business Name: �, 1vCns Billing Address: �o s�o o �,r� v�>c.s��y , Business.Address: Y�,3 s'G� ��+ �.� ,'��.�n 5�.,�cr' ��s� ��...,,� ,�� Business Phone t�o.. Biliing Phone No.: �r 3 �� r�• X�&'s' - 6usiness Fax Na.: Biiling Fax No.: - � Contaet: Contact: ��'�r�•u` ,,�11{K,ri..,.,.�' PLAN REVIEW FEES INSPECTIOW FEES - PERMl7 FEE PALSE ALARM FEE HSite Pian N/C Annual N7C Sprinkler $5Q 1st Alarm N/C Mufti-Family/Gommerclal .06�sf 1st Re-i�spection N!C• Standpipes $50 2nd Alatm N!C {Minimum Charge$25.00 2nd ite-inspection. $400 Fire Pump $50 3rd Atarm N/C � Plan Revisians p8L 3rd Re-inspectian ,$250 Hoads $50 4th Alarm $700 • � 4th Re-Inspec#ion $500 fire Alarm ' $50 5th Alamn $150 SpRINKLER SYSTENiS - (Business closed unGl LP Gas $5p 6th Alarm� $200 H0-25 lieads $50 viatafions carreoted) ' Natura!G�s $56 �oN coa,�irarac� $150 26 plus Heads $100. SPRIMKLER SYSTEMS Fuel Tanks- Per�nk $54 STANDPIPE SYSTEM � Hydro Undergrounds $45 Spatklers $100 �Per Riser S50 iiydrostaticTest $65 persystem Fire Wodts $500 _ FIRE PUMP Acceptanc:e 7est $45 per system Camp Fire � $25 ❑Per Pump $�aa Nydrant Flow $75 Controlled 8um $100 FIRE ALARM SYSTEM . � Hood/Duct $50 8 0-25 Devices $50 FIRE AlARM SYSl'Ets� . - PIaCe of ASsembly $50 annuat 26 plus Devices $100 System Acceptance $50 Fire Protectton $25 StlPPRESSfC?N SYSTE�S ecal!Accep#ance $5Q �tammab3e Appttcation $50 anaua� W OTHER Waste Tire Storage $50 amuai . . Dry , $50 .Fire wa►USrimoke WaA $15 perwa�i Generatar<KW $'i00 _ 50 LP Gas $25 per tenk Generator>3D KW 150 • Other $50 Natural Gas $25 parsys:er„ BiaHazard Wasle �100 Mnuaf KITCHEA!EXHAUS"i Fumigation Tenting $50 �Hood/Ducts � , $5p Tent 10x10'orgreater $15 pertent Torch PoUApplied $50 OTNER F3re Pump - $45 Haz.Materials 5100 aEnua� LP InstellaUon per tank" a50 Fire Suppression $30 Fue!7aek fnsf�llatian $50 System At:ceptance . (Per Tank) $50 E�aust Hood/Duct �0"�'�""� �Natutaf Gas tnsta�latlnn $50 �Re-inspeotion pBL. (Per System} (other than annuaq �Spray Booth $50 �Inspection scheduled DBL � and cancelled iess than � 2A hours ' �Constructlon tnsp. NiC Emergency Vehicle A� $50 FALSE ALARM '' PLAl+OS TS?TAL �� Ii+ISPEC'CiON TOTAl.��"V f�ERM[T TOT�RR. �o 'i'OTAt� t3RAND TOTAL ? Camments: . Date: � la d�j3� " I Inspector: ,��— :��._.-...— mn �� ex;Q,�tut� �.�a+--` . ^r• ,i:�' _,a�, .�.....� �.,� l City af Zephyrhills BUILDING PLAN REVIEW COMMENTS �'? /�'1��,��.~'-' Contractor/Homeowner: � Date Received: � -� l � s�te: � �l�� ?�-�L r �l�� , Permit Type: �`�l� Approved wJno comments:❑ Approved wJthe below camments: ❑ Denied w/the below comments: ❑ This comment sheet sha11 be kept with the perrnit and/or plans. 4 Gene Brown—Fire Safety Officer Date Contractor and/or Homeowner (Required when camrnents are present) I � i ►� ,. ' A � , , •� � . FireMaster� MA5TEH PROTECTION:LP= .� 10500 University Center„ Suite 275 Tampa, Fl. 33612 813-310-8685 PERMIT AGENT AUTHORIZATION FORM I, Jeffrey J. McKinnie , 040281-0002-2008, (Contractor's Name) _ (ContractoPs License No.) Hereby authorize the following to act as my agent(s) in obtaining permits in the City of Lar o. Lar o, Florida. Name of A ent Driver's License No. Michele Tipton / T 135-540-69-867-0 This authorization will remain in effect until STATE OF �..� . cancelled in writing by the undersigned license holder. couiv�r oF ��S C � Sworn to(or affirmed)and subscribed before me this �,aay of �'�.(o, _..�►��uuu+�,�q i 8 by _ — �,�N�( JEAN Ti,o��,� . • (Printe ped Name of L�cen,�� er3��'; � � � � Statement No Publi �'�t � Lice e Holder s Signature � �•� �*_ AGQ 120697 ' + � � � •.�� ded ttiN ce,�� S' re of No � '�ain Insu�s°.• OQ'� \`�� i'4'ie� oF�� A�IX ��\`l�'�'��SSI� TiATO�/�i (Name of ota T e��inted or NO�1''/ � �:�G��p,Y1��oi•'1� ! �7' YP > > � �* • � � ��.' � Stamped) Seal ' .. : �.o • ' My Commission ezpires: -Z: XC+G 1Z0697 .'*� Personally Known OR Produced Identification :� � � !o�• y,��ded 1hN:e :ZJ�� ,�.�� alq Inzut�; �pQ�� ,',,,'��1 1111��\\\` (Type of Identification Produced) 10500 University Center, Suite 275 Tampa,Fl. 33612 Phone: (813) 310-8685/mitipton@firemaster-mpc.com � � S � , This authorization will remain in effect until SY'ATE OF �. cancelled in writing by the undersigned license holder. _C0�3NTY OF ��-si�, Sworn to(or affirmed)and subscribed before me this ..�`,_j�� ,day of �e,y, ,20 �� bY�- D-� ��C� � m,c.�`hn re� ( ri ted/Typea Name of License Holder Making tatement) License Holder's Signature NOTARY PUBL � j (si oe otary) \��\��///� eme of �/ - �� y�� i� �� p. ,.....,, �,o �i'i � i ♦ �� ... .T/p /i� My Commission expires: � ' µ►SSI '• �' �i � �'p�' N �°y��Personally Known �R p�• Id�g o� AffiX � ►ss►o ' Notary � �i��Y 13,?0�"0• . � � �, � �� 1,�; _ ��F: u�: Seal =*. �'• _ - �. = _ �•� _ =_Z: � _ =2; ��t- ;�a ci�cac�o cea� — �G 12Qsg� • �' � �� p 6pn �'�` ��L��,:��aKd tpN�e ��0�'`� ��.�•�',c,dad 1t+N:e . �p � !� '°G .;�!ns�ss�, • Q� �� ',/,��e��C SrATE��o�`\`` '/'/,��/ltflt IIN��O\\�� /blllllllll\1�\�� 10500 UniversiTy Center, Suite 275 Tampa,Fl. 33612 Phone: (813)310-8685 /mitipton@firemaster-mpc.com Contractor: Master Protection LP. (dba)Firemaster 10500 University Center Dr. Suite 275 SOabaNblS OM/83�0�y��N Tampa, Fl. 33612 H11M�lldWO��IbHS�I��M-ny Contact: Michele Tipton 813-310-8685 /mitipton(a�firemaster-mpc.com Location Site: Culvers y N'w�S�I aSA3Hd3Z 0�V.I� 6386 Ga11 Blvd. ��Q �i q� �dQ�� Zephyrhills, Fl. 33542 Hood#1 BRAND OF SYSTEM IS ANSiTL—Flow Points Available:22/Flow Points used: 18 1.THIS SYSTEM IS A UL300 COMPLIANT PRE-ENGINEERED WET CHEMICAL HOOD SUPPRESSION SYSTEM AND SHALL BE INSTALLED BY THE INSTALLING COMPANY SHOWN BELOW IN COMPLIANCE WITH ALL APPLICABLE ' ��°�UILDING A�ID�FIRE CODES AND IN ACCORDANCEWITH THE MANUFACTURER'S INSTALLATION GUIDELINES AND PROCEDURES. ��;'�r�`��'`,2.ALL SOURCES OF ELECTRICITY UNDER PROTECTED HOOD SHALL AUTOMATICALLY SHUT OFF WITH SYSTEM ACTIVATION. :`'`��.ELECTRICAL WORK IS THE RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTOR. ' 4.ALL SOURCES OF FUEL UNDER PROTECTED HOOD SHALL AUTOMATICALLY SHUT OFF WITH SYSTEM ACTIVATION BY WAY OF EMERGENCY GAS SHUT OFF VALVE. 5.THIS SYSTEM SHALL AUTOMATICALLY ACTIVATE THE LOCATION'S FIRE ALARM SYSTEM. IF NO FIRE ALARM SYSTEM EXISTS AT THE LOCATION,A 120 VAC HORN STROBE SHALL BE DIRECTLY TIED INTO THE SYSTEM AND SOUND UPON SYSTEM ACTIVATION. IT SHALL BELOCATED ADJACENT TO THE FIRE SYSTEM AND WIRED BY OTHERS. 6.ALL MAKE UP AIR FANS PROVIDING FRESH AIR DIRECTLY INTO PROTECTED HOOD SHALL AUTOMATICALLY SHUT OFF UPON SYSTEM ACTIVATION. EXHAUST FAN(S)SHALL REMAIN ON UPON SYSTEM ACTIVATION. 7.A WARNING SIGN SHALL BE POSTED ON OR NEAR THE SUPPRESSION SYSTEM CONTROL UNIT. 8.ALL PIPING SHALL BE SCHEDULE 40 BLACK IRON,3/8",UNLESS OTHERWISE NOTED. 9.THE REMOTE MANUAL PULL STATION SHALL BE LOCATED A MINIMUM OF 10'AND MAXIMUM OF 20'FROM PROTECTED HOOD AND SHALL BE IN THE PATH OF EGRESS,48"AFF.THE MAXIMUM FORCE TO OPERATE THE PULL STATION IS 401bs.MAXIMUM DISPLACEMENT TOOPERATE THE PULL STATION IS 14#. 10.PER NFPA 96(12.1.2.4-12.1.2.5)FRYER PANELS MUST BE INSTALLED WHEN FRYER IS CLOSER THAN 16"TO SURFACE FLAMES ON AN ADJACENT APPLIANCE. 11.A K-CLASS FIRE EXTINGUISHER(WITH A RATING OF 2A)30 FT. MAX TRAVEL DISTANCE AWAY FROM SYSTEM IN MEANS OF EGRESS WITH ACCOMPANIED SIGNAGE POSTED,SHALL BE INSTALLED BY FIREMASTER AT THE TIME OF FINAL INSPECTION. 12.SYSTEM AND TANKS SHALL BE SECURELY ATTACHED TO STRUCTURE USING ANCHORS/TOGGLES,AND SCREWS. 13. EFFECTIVENESS OF THIS SYSTEM AS DESIGNED IS CONTINGENT UPON THE AUTHORIZED INSPECTION AND SERVICING OF ALL COMPONENTS AND PROPER CLEANING OF HOOD(S), DUCT(S)AND FAN(S).CHANGES TO SYSTEM SHALL VOID ALL WARRANTIES.CONTACTINSTALLATION COMPANY TO CONSULT ANY PROPOSED CHANGES PRIOR TO IMPLEMENTING THEM.SERVICE REQUIRED EVERY 6 MONTHS. 14.APPLIANCES SHOWN IN ELEVATIONS WITHOUT DIMENSIONS DO NOT REQUIRE SUPPRESSION,ONLY SHOWN FOR REFERENCE. 15.SEE DESIGN MANUAL FOR INFORMATION ON OPERATING DEVICES SHOWN ON PARTS DETAIL(S). 16.ONLY LISTED COMPONENTS SHALL BE USED. 77.NOZZLE HEIGHTS AND POSITIONS SHALL BE WITHIN MANUFACTURER'S SPECIFICATIONS. 18. DETECTORS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES: 19. PER NFPA 17A(5.6.4)AND NFPA 96(12.1.2.3)ALL COOKING EQUIPMENT MUST BE POSITIONED IN ITS DESIGNED LOCATION IN RELATION TO THE FIRE SUPPRESSION SYSTEM. � Contractor: � Master Protection LP. (dba)Firemaster 10500 University Center Dr. Suite 275 Tampa, Fl. 33612 Conta.ct: Michele Tipton 813-310-8685/mitipton ,firemaster-mpc.com Location Site: Culvers 6386 Gall Blvd. Zephyrhills, Fl. 33542 Hood#2 BRAND OF SYSTEM IS ANSUL—Flow Points Available: 11/Flow Points used: 6 1.THIS SYSTEM IS A UL300 COMPLIANT PRE-ENGINEERED WET CHEMICAL HOOD SUPPRESSION SYSTEM AND SHALL BE INSTALLED BY THE INSTALLING COMPANY SHOWN BELOW IN COMPLIANCE WITH ALL APPLICABLE BUILDING AND FIRE CODES AND IN ACCORDANCEWITH THE MANUFACTURER'S INSTALLATION GUIDELINES AND PROCEDURES. 2.ALL SOURCES OF ELECTRICITY UNDER PROTECTED HOOD SHALL AUTOMATICALLY SHUT OFF WITH SYSTEM ACTIVATION. 3.ELECTRICAL WORK IS THE RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTOR. 4.ALL SOURCES OF FUEL UNDER PROTECTED HOOD SHALL AUTOMATICALLY SHUT OFF WITH SYSTEM ACTIVATION BY WAY OF EMERGENCY GAS SHUT OFF VALVE. 5.THIS SYSTEM SHALL AUTOMATICALLY ACTIVATE THE LOCATION'S FIRE ALARM SYSTEM. IF NO FIRE ALARM SYSTEM EXISTS AT THE LOCATION,A 120 VAC HORN STROBE SHALL BE DIRECTLY TIED INTO THE SYSTEM AND SOUND UPON SYSTEM ACTIVATION. IT SHALL BELOCATED ADJACENT TO THE FIRE SYSTEM AND WIRED BY OTHERS. 6.ALL MAKE UP AIR FANS PROVIDING FRESH AIR DIRECTLY INTO PROTECTED HOOD SHALL AUTOMATICALLY SHUT OFF UPON SYSTEM ACTIVATION. EXHAUST FAN(S)SHALL REMA�N ON UPON SYSTEM ACTIVATION. 7.A WARNING SIGN SHALL BE POSTED ON OR NEAR THE SUPPRESSION SYSTEM CONTROL UNIT. 8.ALL PIPING SHALL BE SCHEDULE 40 BLACK IRON,3/8",UNLESS OTHERWISE NOTED. 9.THE REMOTE MANUAL PULL STATION SHALL BE LOCATED A MINIMUM OF 10'AND MAXIMUM OF 20'FROM PROTECTED HOOD AND SHALL BE IN THE PATH OF EGRESS,48"AFF.THE MAXIMUM FORCE TO OPERATE THE PULL STATION IS 401bs. MAXIMUM DISPLACEMENT TOOPERATE THE PULL STATION IS 14#. 10.PER NFPA 96(12.1.2.4-12.1.2.5)FRYER PANELS MUST BE INSTALLED WHEN FRYER IS CLOSER THAN 16"TO SURFACE FLAMES ON AN ADJACENT APPLIANCE. 11.A K-CLASS FIRE EXTINGUISHER(WITH A RATING OF ZA)30 FT. MAX TRAVEL DISTANCE AWAY FROM SYSTEM IN MEANS OF EGRESS WITH ACCOMPANIED SIGNAGE POSTED,SHALL BE INSTALLED BY FIREMASTER AT THE TIME OF FINAL INSPECTION. 12. SYSTEM AND TANKS SHALL BE SECURELY ATTACHED TO STRUCTURE USING ANCHORS/TOGGLES,AND SCREWS. 13. EFFECTIVENESS OF THIS SYSTEM AS DESIGNED IS CONTINGENT UPON THE AUTHORIZED INSPECTION AND SERVICING OF ALL COMPONENTS AND PROPER CLEANING OF HOOD(S), DUCT(S)AND FAN(S).CHANGES TO SYSTEM SHALL VOID ALL WARRANTIES.CONTACTINSTALLATION COMPANY TO CONSULT ANY PROPOSED CHANGES PRIOR TO IMPLEMENTING THEM.SERVICE REQUIRED EVERY 6 MONTHS. 14.APPLIANCES SHOWN IN ELEVATIONS WITHOUT DIMENSIONS DO NOT REQUIRE SUPPRESSION,ONLY SHOWN FOR REFERENCE. 15.SEE DESIGN MANUAL FOR INFORMATION ON OPERATING DEVICES SHOWN ON PARTS DETAIL(S). 16.ONLY LISTED COMPONENTS SHALL BE USED. 17.NOZZLE HEIGHTS AND POSITIONS SHALL BE WITHIN MANUFAC'i'URER'S SPECIFICATIONS. 18.DETECTORS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES: 19. PER NFPA 17A(5.6.4)AND NFPA 96(12.1.2.3)ALL COOKING EQUIPMENT MUST BE POSITIONED IN ITS DESIGNED LOCATION IN RELATION TO THE FIRE SUPPRESSION SYSTEM. � ' �' HOOD #2 Culvers: 4702 Park Blvd. Pinellas Park, Fl. 33782 � i�.00 �s.00 Ansul R102 - 3 Gallon System i s.00 ��.00 8.00 2.75 CL.10.0 C4•10.0 1.9 I—-l-—�' —-r—}'m� � f' , 20 �� wmi ruxc w...r�.� Pc,•2�.s a�,•�.s �'�t�`� s4.o DISTRIBUTOR NOTE: ALL Master Protection (dba) Firemaster FUSIBLE LINK REQUIRES 500' 10500 University Drive#275 MARK:GRIDDLE HOOD LINKS. FIRE SYSTEM PLAN VIEW Tampa, Fl. 33612 License Holder: Jeffrey J. Mckinnie . Ze.o License# 040281-0004-2008 s.e 2a.2 2e.2 s.e 3.s Authorized Signer: Michele Tipton , ��FP 3•0 Mobile: 813-310-8685 � � � � � ��Fp i: 12.0 � �� 2 FP 2 P 36.0 2.0 60.0 2.0 3° INTEGRAL FlI I FR 3' REAR GRIDDLE FlLLER ZZ2131364 INSTRUCTIONAL � � PROPRIETARY INFORNATI�N NOTI , �qC C U REX � HOOD ELEVATION VIEW THIS DOCUMENT IS AND CON1'AINS C�NFIDENTIAL Nf��r{SA��R{� 3 19 •101 DF32549 I TRADE SECRET INFORMATI[]N OF THE COMPANY AND REMAINS THE PR�PERTY �F THE COMPANY ---- I AND IS TO BE RETURNED UPON RE�UEST. ---- ---- i , NEITHER IT NOR THE INFORMATIDN IT C�NTAINS UL 300 FIRE i MAY BE REPRODUCED �R OISCLOSED TO PERS�NS 1 18 ---- NOT HAVING A NEED-TO-KN�W CUNSISTENi WITH PROTECTION SYSTEM THE PURPOSE �F LOAN OF THE ➢�CUMENT ZZ2 1 3 1 364 VITHDUT MRITTEN PERMISSION. � i i HOOD #1 - Culvers: 4702ParkBlvd. � Pinellas Park, Fl. 33782 �i Ansul R102 - 6 Gallon System ; t � � � 14.75 14.75 15.00 12.00 14.75 11.75 � 8.00 2.75 2.75 INSTALLER NOTE: MOUNT FIRE SYSTEM RELEASE & �� '� �� '� �'� � ♦ O TANK ABOVE HAND SINK r-�--r� -r�--r� �,p ^ 20 � TNK �.�`� Master Protection (dba) Firemaster r+�e.a �..a.s �-e.e a.-e.e — as.o 10500 University Drive #275 MARK:FRYER HOOD DISTRIBUTOR NOTE: ALL FIRE SYSTEM PLAN VIEW INKBLE LINK REQUIRES 500' Tampa, Fl. 33612 License Holder: Jeffrey J. Mckinnie i License# 040281-0004-2008 � i Authorized Signer: Michele Tipton 1 9.1 8.6 9.3 8.6 9.1 26.0 Mobile: 813-310-8685 9.6 9.6 9.6 9.6 4.38 � ��pp 3.50 � CLOSE � N�PLE I n n n n n � n n �N 12.0 7 FP �� I 290 290 290 280 36.0 2FP 2FP 2FP 2FP 290 290 290 290 2 FP 2 FP 2 FP 2 FP � o o � o � n = n = n = n = 3'INIEGRAL 2.0 c � � � � � � tO 2.0 FlLLER c X c X °c x c X 3' REAR ��N ��N »3�y ��N Fl�R ZZ2131362 �'ryN �pjN �yN �yN u'rX LL'rX LL TX LL TX ~J ~J ~J ~J �ACCUREX Z'�'O� Z'�O 2'7 O L'�O PROPRiETARY INFaRMATION NOTIP�� --� LL'u.� u'LL'`� �LL`� LL'�`� THIS DOCUHENT IS AND CONTAINS CONFIDENTIAL MO��W�YMN��Y�I�U 3 1 0 2 0 1 DP32549 TRAD E S ECRET INFORMATION OF THE COMPANY ____ AND REMAINS THE PR�PERTY OF THE COMPANY HOOD ELEVATION VIEW AND IS TO BE RETURNED UPON RE�UEST. UL 3OO FIRE NEITHER IT NOR THE INFORMATION IT CONTAINS -- � MAY BE REPRODUCED �R DISCLOSED TO PERSONS 1 20 ---- N�T HAViNG A NEED-?�-KNOW CONSISTENT WITH PROTECTION SYSTEM THE PURPOSE OF LOAN �F THE DOCUMENT ZZ2131362 f WITHOUT WRITTEN PERMISSI�N. I I ' _1 ANSUL� DESIGN R-102 RESTio►l1RANT INSTALLATION FIRE SUPPRESSION RECHARGE AND SYSTEM MAINTENANCE (Standard UL 300 Listed) MAN UAL � � �j a• � �• � �.. �• ... ... ... � .� — .• s � - t � � � , 001708 i � REVISION INDEX ' NOTE: Latest manual revision includes all pages dated 7-1-98 except as noted below. UL EX 3470 ULC CEx747 Page 1 10-1-02 REV 8 DATE PAGE REV.NO. DATE PAGE REV NO. 8-1-01 2-1 2 10-1-02 4-6 4 8-1-01 2-2 3 10-1-02 4-7 3 . 8-1-01 5-1 4 10-1-02 4-8 5 8-1-01 5-14 2 10-1-02 4-9 6 8-1-01 5-15 2 10-1-02 4-10 5 8-1-01 5-20 2 10-1-02 4-11 6 8-1-01 5-21 2 10-1-02 4-12 5 8-1-01 5-22 2 10-1-02 4-13 4 8-1-01 5-23 3 10-1-02 4-14 5 8-1-01 5-27 Deleted 10-1-02 4-15 4 10-1-02 1-1 3 10-1-02 4-16 5 10-1-02 1-2 3 10-1-02 4-17 5 10-1-02 3-1 3 10-1-02 4-18 5 10-1-02 3-2 3 10-1-02 4-19 3 10-1-02 3-3 6 10-1-02 4-20 4 10-1-02 3-4 5 10-1-02 4-21 3 10-1-02 3-5 4 10-1-02 4-22 3 10-1-02 3-6 4 10-1-02 4-23 5 10-1-02 3-7 4 10-1-02 4-24 5 10-1-02 3-8 5 10-1-02 4-25 6 10-1-02 3-9 2 10-1-02 4-26 5 10-1-02 3-10 1 10-1-02 4-27 4 10-1-02 4-1 5 10-1-02 4-28 3 10-1-02 4-2 3 10-1-02 4-29 3 1-0-1-02 4-3 4 10-1-02 4-30 3 10-1-02 4-4 4 10-1-02 4-31 5 10-1-02 4-5 3 10-1-02 4-32 4 ► Indicates revised information. I y REVISION INDEX , UL EX 3470 ULC CEx747 Page 2 , REV 2 10-1-02 DATE PAGE REV NO DATE PAGE REV NO 10-1-02 4-33, 5 10-1-02 5-5 4 10-1-02 4-34 5 10-1-02 5-6 2 10-1-02 4-35 3 10-1-02 5-7 3 10-1-02 4-36 2 10-1-02 5-18 4 10-1-02 4-37 3 10-1-02 5-19 4 10-1-02 4-38 4 10-1-02 5-24 3 10-1-02 4-39 3 10-1-02 5-25 3 10-1-02 4-40 2 10-1-02 5-26 3 10-1-02 4-41 2 10-1-02 6-3 2 10-1-02 4-42 3 10-1-02 6-4 z 10-1-02 4-43 3 10-1-02 7-Z 4 10-1-02 4-44 3 10-1-02 7-3 3 10-1-02 4-45 1 10-1-02 8-1 6 10-1-02 4-46 3 10-1-02 8-2 2 10-1-02 4-47 2 10-1-02 8-3 3 10-1-02 4-48 2 10-1-02 8-4 4 10-1-02 4-49 2 10-1-02 8-5 3 10-1-02 4-50 2 10-1-02 8-6 4 10-1-02 4-51 2 10-1-02 8-7 3 10-1-02 4-52 1 10-1-02 8-8 � 10-1-02 4-53 1 10-1-02 9-1 5 10-1-02 4-54 1 10-1-02 9-2 5 10-1-02 4-55 1 10-1-02 9-3 5 10-1-02 4-56 1 10-1-02 9-4 7 10-1-02 5-2 3 10-1-02 9-5 5 10-1-02 5-2.1 4 10-1-02 9-6 4 10-1-02 5-4 4 10-1-02 9-6 1 3 ► Indicates revised information. • r REVISIt7N ttVDEX UL EX 34T0 ULC GEx747 Page 3 10-1-42 DATE PAGE REV.NO DATE PAGE REV NO. 10-1-02 9-6.2 2 1 Q-1-42 9-7 3 . 10-1-02 9-8 3 10-1-02 9-9 3 10-1-02 9-10 3 10-1-02 9-10 1 1 10-1-02 9-1 Q.2 1 10-1-02 9-11 5 `f 0-'t-02 9-12 3 10-1-02 9-13 Deleted 1 Q-1-02 9-14 Deleted 10-1-02 9-15 Deleted 10-1-02 9-16 Deleted i I I ► Indicates revised information. � � , , . TABLE OF CONTENTS UL EX. 3470 ULC CEx747 Page 1 - � 10-1-02 REV 6 SECTION PAGES _SECTION PAGES I. GENERAL INFORMATION 1-1 —1-2 -•-III;�SYSTEM COMPONENTS 3-1 —3-10 DESIGN AND APPLICATION 1-1 - -- (Continued) UL LISTING �_� ELECTRICAL SWITCHES 3-9 DEFINITION OF TERMS 1-1 — 1-2 ALARM INITIATING SWITCH 3-9 REGULATOR TEST KIT 3-10 II. SYSTEM DESCRIPTION 2-1 —2-2 FUSIBLE LINK 3-10 TOTAL SYSTEM 2-� MAXIMUM REGISTERING 3-10 Single-Tank 2-� THERMOMETER Double-Tank 2_� Multiple-Tank 2_2 BURSTING DISC 3-10 NOZZLE AIMING DEVICE 3-10 III. SYSTEM COMPONENTS 3-1 —3-10 STAINLESS STEEL ACTUATOR HOSE 3-10 EXTINGUISHING AGENT 3-1 . "ANSULAUTOMAN"REGULATED 3-1 IV. SYSTEM DESIGN 4-1 —4-56 RELEASE ASSEMBLY NOZZLE PLACEMENT 4-1 —4-31 (MECHANICAL) REQUIREMENTS "ANSULAUTOMAN"REGULATED 3-1 Duct Protection 4-1 —4-4 RELEASE ASSEMBLY Electrostatic Precipitator 4-4 (ELECTRICAL) Protection SINGLE TANK ENCLOSURE 3-2 Plenum Protection 4-5—4-6 ASSEMBLY Appliance Protection Fryer—Single Nozzle Protection 4-7—4-9 RED PAINTED BRACKET ASSEMBLY 3-2 Multiple Nozzle Fryer Protection— 4-10—4-12 REGULATED ACTUATOR 3-2 Tilt SkilleUBraising Pan 4-12 ASSEMBLY Range Protection 4-13—4-16 AGENT TANK ASSEMBLY 3-2 Griddle Protection 4-17—4-21 OEM RELEASE/BRACKET 3-3 Chain Broiler Protection 4-22 ASSEMBLY(FOR OEM Overhead Chain Broi�er Protection 4-22—4-23 IN-CABINET USE ONLY) Upright/Salamander Broiler 4-23 Protection OEM REGULATED ACTUATOR 3-3 Electric Char-Broiler Protection 4-24 ASSEMBLY Gas-Radiant Char-Broiler 4-24 TWO TANK ENCLOSURE ASSEMBLY 3-3 Protection 24 VDC REGULATED RELEASE 3-3 Lava-Rock(Ceramic)Char-Broiler 4-25 ASSEMBLY Protection Natural Charcoal Broiler Protection 4-25 ADDITIONAL SHIPPING ASSEMBLY 3-4 Aiternate Ceramic/Natural 4-26 GAS CARTRIDGES 3_q Charcoal Char-Broiler Protection Wood Fueled Char-Broiler Protection 4-26 NOZZLES 3-5 Wok Protection 4_27 SWIVEL ADAPTOR 3-5 Nozzle Application Chart 4-28—4-31 RUBBER BLOW-OFF CAP 3-5 Specific Application by Model 4-32—4-39 METAL BLOW-OFF CAP 3-5 TANK AND CARTRIDGE 4-40 REQUIREMENTS CONDUIT OFFSET ASSEMBLY 3-6 ACTUATION AND EXPELLANT 4-40—4-42 "QUIK-SEAL"ADAPTOR 3-6 GAS LINE REQUIREMENTS "COMPRESSION-SEAL"ADAPTOR 3-6 DISTRIBUTION PIPING 4-42—4-49 "HOOD SEAL"ADAPTOR 3-6 REQUIREMENTS ASSEMBLY General Piping Requirements 4-42 DETECTORS 3_� Supply and Branch Line 4-43—4-44 Identification PULLEY ELBOWS 3-7 1 5 Gallon System 4-45 PULLEY TEE 3_g 3 0 Gallon System 4-46 6 0 Gallon Manifolded System 4-47—4-48 STAINLESS STEEL CABLE 3-8 9 0 Gallon System 4-49 REMOTE MANUAL PULL STATION 3-8 MECHANICAL GAS VALVES 3-8 ELECTRICAL GAS VALVES 3-9 MANUAL RESET RELAY 3-9 „ , � � ; TABLE OF CGiRITENTS UI..EX. 3470 ULC CEx747 Page 2 REV 5 10-1-42 SECTtON PAGES SECTION PAGES IV. SYBTEM QESIGN (Continued) VII. RECNARGE AND RESETTING 7-1 —7-4 DETECTIC7N SYSTEM 4-50—4-51 PE20CEDUI2ES REQUIREMENTS CLEANUP PROCEpURES 7-1 Detector ldentification 4-50 Detector/Pulley Elbow Quantity 4-50 RECNARGE 7-1 —7-3 Detector Placement Requirements 4-50—4-51 RESETTING 7-3—7-4 Detection �ine F2equirements 4-51 REPI.ACEMENT CARTf2lDGE 7-4 Fusible Link Selection 4-51 MANUAL PULL STATION 4-52 Vlil.lUlAifVTENAIVCE EXAMINATIQ[�i 8-1 —8-8 ' REQUIREMENTS SEMI-ANNUAL MAINTENANCE 8-1 —8-3 MEGHANlCAL GAS VALVE 4-52—�-53 EXAMINATION REG2UIREMERITS 12-YEAR MAINTENANCE 8-4—8-8 ELECTRICAL GA�VALVE 4-53 EXAMINATION REQUIREMENTS Approvals 4-53 IX.APPEIdDiX 9-1 —9-12 ALARM lNi71ATiNG SWITGN 4-53 SYSTEM SELECTI(7N GUIDE 9-1 —9-4 REQUIREMENTS SYS7EM CC7MPONENT INDEX 9-5—9-6.2 ELECTRICAL SWITCH 4-53—4-56 PARTS LISTS 9-7—9-"14.2 REQUIREMENTS MULTIPLE NOZZLE FRYER 9-11 V. (NSTALLA710N INSTRUCTlONS 5-1 —5-26 PROTECTIC?N CALCULATION MOUNTINC'a THE COMPQNENTS 5-1 —5-22 EXAMP�ES INSTALLING 3"HE AGTUATlON 5-3—5-6 AND EXPELLANT GAS LINES INSTALLlNG THE QlSTRIBUT{ON 5-7 PIF'ING INSTALLING THE DETECTION 5-8—5-17 SYSTEM Installing "Clip-on”Style Linkage 5-8—5-12 "Scissors"Style Linkage lnstallation 5-12—5-15 installing"Hinged"Style Linkage 5-15—5-17 INSTALLING REMOTE MANUAL 5-18—5-19 PUE.I.STATlQN INSTALLING MECHANICAL 5-19—5-22 GAS VA�VE INSTALLING ELECTRICAL 5-23 - GAS VALVE INSTALL(NG ELECTRICAL 5-24 SWITCHES WIFt(i�G 24 VDC REGULATED 5-25 RELEASE ASSEMBLY VL TESTING AND P�ACtNG it3 SERVICE 6-1 —6-4 TESTING MANUAL PULL STATtON 6-1 TESfi1NG MECNANICAL GAS 6-1 VALVES TESTING ELECTRICAL GAS 6-2 VALVES TESTING ELECTRIC SWITCH 6-2 TESTING DETECTION SYSTEM 6-3 , � , , . SECTION I — GENERAL IIVFORMATION _ UL EX.3470 ULC CEx747 Page 1-1 -- • 10-1-02 REV.3 DESIGN AND APPLICATION DEFIPVITION OF TERMS The Ansul R-102 Restaurant Fire Suppression System is Actuation Gas Line: Piping from the ANSUL AUTOMAN designed to provide fire protection for restaurant cooking appli- Regulated Release Assembly which supplies nitrogen or carbon ances, hoods, and ducts.It is a pre-engineered group of inechan- dioxide to the Regulated Actuator Assembly for multiple-tank sys- ical and electrical components for instaliation by an authorized tem actuation. Ansul distributor The basic system consists of an ANSUL qgentTank: A pressure vessel containing the liquid agent. AUTOMAN regulated release assembly which includes a regulat- ed release mechanism and a liquid agent storage tank housed ANSUL AUTOMAN Regulated Release Assembly (Electrical): within a single enclosure. Nozzles, detectors, cartridges, liquid An assembly which contains the regulated release mechanism, agent, fusible links, pulley tees, and pulley elbows are supplied in agent tank(ordered separately),expellant gas hose,solenoid,and , separate packages in the quantities needed for each fire suppres- electric switch within a metal enclosure.The enclosure contains sion system arrangement. knockouts to facilitate component hookups. The system provides automatic actuation, or it can be actuated ANSUL AUTOMAPV Regulated Release Assembly (Mechani- manually through a remote manual pull station The system is also cal}: An assembly which contains the regulated release mecha- capable of shutting down appliances at system actuation For nism, agent tank (ordered separately), and expellant gas hose appliance shutdown requirements, refer to the current version of within a metal enclosure. The enclosure contains knockouts to NFPA 17A, "Standard For Wet Chemical Extinguishing Systems;' facilitate component hookups. and NFPA 96, "Standard For Ventilation Control and Fire Authority Having Jurisdiction:The"authorify having jurisdiction" Protection of Commercial Cooking Operations:' is the organization,office,or individual responsible for"approving" Additional equipment includes. remote manual pull station, equipment, an installation, or a procedure.The phrase "Authority mechanical and electrical gas valves,pressure switches,and elec- Having Jurisdiction"is used in a broad manner since jurisdictions trical switches for automatic equipment and gas line shut-off. and "approval" agencies vary as do their responsibilities.Where Accessories can be added,such as alarms,warning lights,etc.,to public safety is primary, the"authority having jurisdiction"may be installations where required. a federal, state, locai, or other regional department or individual The R-102 system suppresses fire by spraying the plenum area, such as a fire chief, fire marshal, chief of a fire prevention bureau, the filters, cooking surfaces, and the exhaust duct system with a labor department, health department, building o�cial, electrical predetermined flow rate of ANSULEX Low pH Liquid Fire inspector, or others having statutory authority For insurance pur- Suppressant.When the liquid agent is discharged onto a cooking P°ses, an insurance company representative may be the"author- appliance fire, it cools the grease surface, and reacts with the hot �ty having jurisdiction"In many circumstances the property owner grease (saponification) forming a layer of soap-like foam on the or his designated agent assumes the role of the"authority having jurisdiction;" at government installations, the commanding officer surface of the fat. This layer acts as insulation between the hot or departmental officiai may be the"authority having jurisdiction" grease and the atmosphere,thus helping to prevent the escape of combustible vapors. Blow-Off Cap:A cap which covers the end of the nozzle tip and Exhaust fans in the ventilating system should be left on The forced Prevents grease from plugging the nozzle orifice draft of these fans assists the movement of the liquid agent Branch Line:The agent distribution piping which extends from the through the ventilating system, thus aiding in the fire suppression supply line to the nozzle(s). process.These fans also provide a cooling effect in the plenum Bursting Disc: A disc installed in the tank adaptor which elimi- and duct after the fire suppression system has been discharged nates the siphoning of the agent up the pipe during extreme tem- The system is UL listed with or without fan operation. perature variations. It is also recommended that make up or supply air fans, integral to Cartridge:A sealed, steel pressure vessel containing nitrogen or the exhaust hood(s) being protected, should be shut down upon carbon dioxide gas used to pressurize the agent tank. system actuation Cooking Appliance: Includes fryers, griddles, ranges, upright ►Along with the fire suppression system, the total system design broilers, chain broilers, natural charcoal broilers, or char-broilers must include hand portable fire extinguisher(s) located within the (electric, lava rock, gas-radiant, or mesquite) cooking/restaurant area that can be used to manually suppress a fire that may be burning in an unprotected area.Refer to NFPA 10, Cooking Area: Cooking area is defined as the maximum surface "Standard For Portable Fire Extinguisher;' for additional that requires protection Each type of appliance has a defined ►information. cooking area. For example, the maximum cooking area is the fry- pot for a fryer without a dripboard and the maximum cooking area UL LISTIPIG is the combined frypot and dripboard for a fryer with a dripboard. The R-102 Restaurant Fire Suppression System has been tested Conduit Offset Assembly: A pre-formed piece of conduit which and is listed by Underwriters Laboratories, Inc. as a pre-engi- can be installed between the Ansul regulated release and the con- ►neered system The system is in compliance with UL Test duit to allow the wire rope for the detection, gas valve and remote ►Standard 300. These tests require extinguishment of fires which manual pull station to be installed in a more convenient manner are initiated in deep fat fryers, ranges, griddles, char-broilers, I woks, upright broilers, chain-broilers, filters, plenum chambers, hoods, and ducts after pre-loading each appliance with a pre- scribed amount of cooking grease.Each fire is allowed to progress to maximum intensity before the fire suppression system is actuated � � 1 I � SECTIC?N t — GENERA�INFORMATtON UL EX.3470 ULC CEx747 Page 1-2 REV 3 10-1-02 DEFtEVtT10N OFTERMS{Cantinued} Plenum:The space enclosed by the filters and the portion of the Depth: When referring to depth as a linear dimension, it is the hood abave the filters. horizontal dimension rt�easured from front ta bac(c of the appliance Pre-engineered System: N�PA 17A defnes a pre-engineered ar plenum. system as one which has " predetermined flow rates, nozzle Detector:A device which inciudes the Betector bracket, detector pressures, and guantities of liquid agent"The R-1Q2 system, as linkage, and fusible iink used for automatic operation of the fire prescribed by U�(l7nderwriter's Laboratories}, has specific pipe suppression system. sizes, maximum and minimum pipe lengths and numbers of fit- tings,and number and types of nozz[es.The hazards protected by Detectar�inkage:A device used ta support the fusible link. this system are aiso specifically limited as to type and size by UL Distribution Piping:Piping which delivers the extinguishing agent based upan actual fire tests.All limitations on hazards that can be from the tank to each discharge nozzle.See also Supply or Branch p�'otected and piping and nazzle configuratians are contained in lines. the R-102 installation and maintenance manual which is part of Ducts(or Duct System}.A cantinuous passageway far the trans- the UL listing. mission of air and vapors which, in additian to the containment �'�»ey Elbow: A device used to change tha direction of the wire components themselves, may include duct fittings, plenums, rape which runs between, the regulated release mechanism and andlar other items ar air handlir�g equipmen#. the detec#ors,the eegulated release mechanism and the mechan- Electrostatic Precipitator:A device used to aid in the cleaning of �caf gas vaive, and/or the regulated release mechanism and the the exhaust air This device is normally insta(led at ar near the remote manual pull station. base of the ventilation duct. Pulley Tee: A device used ta change the direction of two wire ropes which run from a regulated release or a regulated actuator Expellant Gas Line: Piping and/or hose which supplies the nitro- to two rsmoEe manual puli stations,or from twa regulated releases gsn or carbcrn dioxide gas from the regulated release assemblyJ or regulatsd actuators ta a single mechanieal gas valve or from regulated actuatar assembly to each agent tank. one regulated release ar regula#ed actuator to two gas valves. Flaw Numt�er: Tarm used in system design to dascribe the flow Regulated Actuator Assembly:An assembly which contains the capacity of each nozzle used to determine the quantity of tanks regulator, pneumatic ectuator, agent tank (ordered separately), needed ta cover a certain graup of hazards. and expeilant gas hose within a meta!enciosure.This asssmbiy is �usib(e E.inks:A form of fixed temperature heat detecting device used to pressurize additional agent tanks in a multip(e tank sys- employed to restrain the operation of a mechanical control until its tem. designed temperature is reached. {��gulated Release Mechanism: An enc(osed device within the Gas Valve:A device used to shut off the gas supply to the cook- ANSUL AUTOMAN regulated release assembly which releases ing equipment when the system is actuated the expellant gas,activates alarms,and/ar shuts off other devices ' Gas Valve Air Cylinder: An air cylinder, lacated in the release when signaled automaticaily by a detector or manually with a mechanism, which aperates pneumatically to mechanically remote pull station. unlatch a mechanical gas valve actuator,causing the gas valve ta Regulator;A davice used fa regu(ate the pressure fram the nitro- � close upan system actuation, gen cartridge into the agent tank(s)when the system is actuated. High Proximity:Indicates a distance(vertically}between#he noz- Remote Manual Pu[! Statian: A device which provides manual � zle tip and the surface of the appliance being protected. actuation af the system from a remote locatian. Haod:A device provided far cooking appliances to direct and cap- Salamander Broiler:A broiler very similar in design tn the upright ture grease-laden vapors and exhaust gases.{t shalS be canstruct- broiler.A salamander broiier is used for general broiling of ineats ed in a manner which meets the requirements of NFPA 96 and fish, toasting, and holding/warming foods. Most contain a �iguid Agent: A potassium-based solu#ion used for the knack- ��°vable grease drip tray. down and suppression of fire. Supply Line:The agent distribu#ion piping which extends from the I Low Proximi#y:lndica#es a distance(verticaily)betwesn the noz- agent tank outlet and serves as a manifold far the branch lines. �� zle tip and the surface of fhe appliance being protected. Series Detector: Any detector located in-line between the regu- Maximum Length of Cooking Appliance:The maximum dimen- �ated release assembly and the terminal detector. sian,on any side,which may be protected by one nozzle. Termina0 Detector:The lasf'sn a series ofi detectors, or the only fVlaximum Piping: Specified length of piping and number of fit- detector used in a single-detector system. This detector is thus tings vuhich must not be exceeded for each system named because it is at tl�e point at which the wire rope ends, or"terminates"There is on�y one terminal detector per detection Medium Proximity: Indicates a disYance (vertically) between the system. nozzle tip and the surface of the appliance being protec#ed. Transition: An extension af the hood or canopy which allows for Minimum Piping: Minimum length af distribution piping required the smoath transmission of gases, air, and vapors between the , between the agent tank outlet and any nozzle protecting a griddle, hood opening and the base of the ventilation duct. range, or fryer. Vent Plug: A device used to prevent pressure build-up within the ' Nozzle:A device designed ta deliver the liquid agent with a spe- agent tank or agent distribution lines due to temperature cific€low rate and stream pattern. fluctuations. � � . , . , SECTIOfV II—SYSTEM DESCRIPTION UL EX.3470 ULC CEx747 Page 2-1 . 8-1-01 REV 2 TOTAL SYSTEM There are three types of R-102 Restaurant Fire Suppression Double-Tank System Systems: The R-102 double-tank system is available with a stainless steel 1 Single-tank System enclosure and consists of: 2.Double-tank System 1 ANSUL AUTOMAN Regulated Release Assembly (Electrical 3 Multiple-tank System or Mechanical) The type of system required for the particular installation will be Z• Nitrogen Cartridge and/or Carbon Dioxide Cartridge determined through the guidelines covered in "System Design" 3 ANSULEX Low pH Liquid Fire Suppressant Additional equipment which may be required to complete the sys- . tem design is explained in the "System Components" section. 4 Enclosure or Bracket Assembly Additional devices covered are remote manual pull stations, 5. Discharge Nozzles mechanical and electricai gas shut-off vaives, electrical switches, 6 Detection Components and pressure switches. 7 Additional Devices (As Required) Single-Tank System The regulated release assembly contains the regulated release The R-102 single-tank system is available with a stainless steel � mechanism, agent tank (ordered separately), expellant gas hose enclosure and consists of: for agent tank hookup, and enclosure knockouts to facilitate 1 ANSUL AUTOMAN Regulated Release Assembly (Electrical installing expeilant piping, detection system, and additional equip- or Mechanical) , ment. 2.Nitrogen Cartridge and/or Carbon Dioxide Cartridge �The enclosure or bracket assembly is mounted separately but within the guidelines of the regulated release assembly expellant 3 ANSULEX Low pH Liquid Fire Suppressant gas piping requirements to ensure simultaneous actuation of the 4 Discharge Nozzles system.Refer to"System Components"section for individual com- 5 Detection Components ponent descriptions. 6 Additional Devices (As Required) The regulated release assembly contains the regulated release � ►mechanism, agent tank (ordered separately), expellant gas hose for agent tank hookup, and enclosure knockouts to facilitate installing detection system and additional equipment. Refer to "System Components" section for individual component descrip- tions. i � � O�O o a � � � � �O � FIGURE 2 a�o,�: FIGURE 1 000133 „ • , , SECTION II—SYSTEM DESCRIPTION � UL EX.3470 ULC CEx747 Page 2-2 REV.3 8-1-01 TOTi4L SYSTEM(Continued) Multiple-Tank System ” The R-102 multiple-tank system is available with a stainless steel enclosure and consists of� ' �� 1 ANSUL AUTOMAN Regulated Release Assembly (EJectrical or Mechanical) 2.Nitrogen Cartridge(s)and/or Carbon Dioxide Cartridge(s) 3. Regulated Actuator Assembly(ies) 4.ANSULEX Low pH Liquid Fire Suppressant ► 5 Enclosure or Bracket Assembly(ies) 6 Discharge Nozzles � 7 Detection Components 8 Additional Devices(As Required) The regulated release assembly contains the regulated release ►mechanism, agent tank (ordered separately), expellant gas hose � for agent tank hookup, and enclosure knockouts to facilitate � installing actuation piping, expellant piping, detection system, and additional equipment. Each regulated actuator assembly is mounted separately but with- in the guidelines of the regulated release assembly actuation/ expellant gas piping requirements to ensure simultaneous actua- tion of the system.The assembly contains the pneumatic actuator, �regulator, agent tank {ordered separately), expellant gas hose for agent tank hookup, and enclosure plugs to facilitate installing expellant piping. ►Each enclosure or bracket assembly is mounted separately but within the guidelines of the regulated release assembly or regulat- ed actuator assembly expellant gas piping requirements to ensure simultaneous actuation of the system Refer to "System Components"section for individual component descriptions. a D � � � � 0 FIGURE 3 000135 i ..—... �----- --- --------- - ' s SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-1 10-i-02 REV 3 EXTINGUISHING AGENT ANSULEX Low pH Liquid Fire Suppressant(1 5 gallon—Part No. "ANSUL AUTOMAN"REGULATED RELEASE ASSEMBLY 79694 ar 3 0 ga((on—Part Rlo.79372}is a potassium-based solu- (MECHAN(CAL} tion designed for fast knock-down and suppressio� of grease- related fires.The agent is shipped in plastic containers which pro- ��re:n�ENrrar�K r�iusz ae �' � vide ane complete tank charge.Agent storage life expectancy is qRDERED SEPARATELY ^"� o L-, twelve years.The distributor must record the batch numbers and ° oft se�PACE s-a �,,,a date oi shipment receipt ta be filed with each insta!latian record. .� "ANSULEX"LOW pH LIQUID FlRE SUPPRESSANT RELEASE MECI-IANISM -- � � �;. '. , �� . �\ "�! `�� :: � <.� � 3A GA�L4N 1.5 GALION � SHIPPING WT.35 LB.(16 kg) SHIPPING WT.19 l8.(9 kg) n REGULATOR aoo�3G ooa�a7 � � SHIPPING WT 25 LB.(11 kg) FIGURE 1 REGt1LATED F2E�EASE ASSEMBLY(MECHANtCAL) FlGURE 2 oauria The ANSUL AUTOMAN F2egulated Mechanica(Release Assembly (Part No. 429853) contains #he regulated release mechanism, REGULATED RELEASE ASSENIBLY(E�EGTRICA�) expeilant gas hose for agent tank hookup, and enclosure knack- The ANStJL AUTOMAN Regufated Electrical R�lease Assembly oufs to facilitate installing actuation piping;expellant piping,deteo- (Part No.429856) is identical ta the mecha�ica! version except it tion system, and additiona( equipmenf. This regu(ated release ►also contains a factory ins#alled 120 VAC salenoid and electrical assembly is used irt single,double,and multiple-tank systems ar�d switch. must be mounted ta a rigid surFace The release mechanism can �-�e solenoid is used to provide electricai actuation of the reiease be used to interconnect both the actuafion and expe(lant gas lines as required per system design.The regulator is designed to allow �echanism.The electric switch is used to protect the solenaid by a constant flow of gas into the tank at 91 Q psi(759 kPa}when the opening the circuit to the solenaid once the system is fired system is actuated The agent tank must be ordered separately. Additianal electrical switches can be added as required for auto- matic equipment and gas shuf-ofF accessaries,as we11 as initiafing In single, double, and multiple-tank systems, the provided expel- audible and visual alarms. lant gas hose connects the agent fank ta fhe bottom outlet of the regulatar In double and multiple-tank system configurations, the °ANSUL RUTOMAN"REGULATED RELEASE ASSEMBLY back outlet of the regulator is used as an expellant gas feed for (E�ECTRlCAL} one additional tank-enclosure or tank-bracket haokup.The enclo- sure contains the required knackouts to facilitate this cannection. If a pressure switch is ta be attached ta the regulator,additionai fit- r�aTE:n�Er�-r rnraK Musr a� � `�' �• tings are required oRoeREo "'��. ��4 SEPARATEIY �'"�`� 'The tank (ordered separately) is mounted within the enclosure � OR SEE PAGE 3-4 The tank contains an adapfor/tube assembly with a burst disc m _ unian The burst disc he(ps prevent siphoning af the agent up the swiTCH REGULATOR pipe due to significant temperature fluctustians in the area where the tank is located The tank is miid steel and, under narmal con- m ditions, requires hydrostatic testing every twelve years. � The deteefian and additianal equipment required per system � SOLENO(D design are connected ta the release mechanism.The enclosure �: contains knockouts to facilitate detection and additiana! hookups. � The system can be actuated automaticaily or manually Automakic actuation occurs when a fusible link within the detection system separates in a fire condition. Manual actuation of the system `�� occurs when personnei pui! on the remote manual pui! station b � SHIPPING WT.34 LB'(15 kg) pull ring. 6 0 FIGUl2E 3 ! 0�0139 � SECTION 111—SYSTEM COMPOPVENTS , I I UL EX.3470 ULC CEx747 Page 3-2 REV 3 10-1-02 ►SINGLE TANK ENCLOSURE ASSEMBLY REGULATED ACTUATOR ASSEMBLY ►The Single Tank Enclosure Assembly(Part No.429870)is used in The Regulated Actuator Assembly (Part No. 429850) contains the double and multiple-tank systems and must be mounted to a rigid regulator, pneumatic actuator, expellant gas hose for agent tank surface near the regulated release or regulated actuator assembly hookup (agent tank must be ordered separately), and enclbsure its expellent gas line will be connected to. knockouts to facilitate installing expellant piping.This assembly is used ►The enclosure is designed for mounting either a 1.5 gallon (Part in multiple-tank systems and must be mounted to a rigid surface. ► No.42.9864)or a 3.0 gallon tank(Part No.429862) in a minimum The regulator contains two outlets 135° apart. One outlet is used amount of space to interconnect the expellant gas hose to the enclosed agent tank. The other outlet connects an expellant gas line to an additional ENCLOSURE ASSEMBLY enclosure or bracket assembly.The regulator is designed to allow a constant flow of nitrogen into each agent tank connected (two tanks maximum)at 110 psi (759 kPa). NOTE:AGENT TANK MUST BE ORDERED The pneumatic actuator is designed to puncture the expellant gas . SEPARATELY cartridge seal upon receiving pressure from the regulated release OR SEE PAGE 3-4 assembly actuation piping.The enciosure contains a knockout to facilitate distribution piping hookup. REGULATED ACTUATOR ASSEMBLY MOUNTING � —► NOTE:AGENT TANK ENCLOSURE MUST BE � ORDERED PNEUMATIC SEPARATELY ACTUATOR ► OR SEE PAGE 3-4 ASSEMBLY � SHIPPING WT. � 13 LB.(6 kg) O i REGULATOR m j I 1 FIGURE 4 � 000,�2 �-- ►RED PAINTED BRACKET ASSEMBLY ► � S�IPBI�9 k9. The Bracket Assembly (Part No. 429878) is used in double and multiple-tank systems and must be mounted to a rigid surface near the regulated release assembly or regulated actuator assembly FIGURE 6 000143 t at its expeliant gas line will be connected to ►The tank bracket is constructed of mild steel and painted red It is AGENT TANK ASSEMBLY Idesigned for mounting the tank in a minimum amount of space. The agent tank shipping assembly (3-Gallon, Part No. 429862, The Bracket Assembly can only be utilized with 3 0 gallon tanks ►and 1.5 Gallon, Part No.429864)consists of a stainless steel tank ►(Part No.429862). and an adaptor/tube assembly The adaptor/tube assembly con- BRACKET ASSEMBLY tains a burst disc.The burst disc prevents agent leakage due to MOUNTING significant temperature fluctuations in the area where the tank is /BRACKET located Under normal conditions, the tank requires hydrostatic O� testing every twelve years.The date of manufacture is stamped on the tank nameplate � g The tank is shipped uncharged and must be filled with only ANSULEX Low pH Liquid Fire Suppressant during installation. o TANK ADAPTOR/ TUBE ASSEMBLY A � 3 GALLON SHIPPING Nlf. �— � 7 LB.(3 kg) � 1.5 GALLON � SHIPPING WT. ► 5 LB.(2 kg) ► SHIPPING WT.7 LB.(3 kg) AGENT TANK FIGURE 5 o�o,�, FIGURE 7 oao,ao , � � . . SECTION III—SYSTEM COPVIPONENTS UL EX.3470 ULC CEx747 Page 3-3 10-1-02 REV 6 OEM RELEASE/BRACKET ASSEMBLY TWO TANK ENCLOSURE ASSEMBLY (FOR OEM IN-CABINET USE ONLY) The Two Tank Enclosure Assembly, Part No.429872, consists of The OEM Regulated Mechanical Release/Bracket Assembly, Part two expellant gas hoses, two grommets, and the mounting enclo- No. 79493, contains the same regulated release mechanism as sure.The assembly is used in 9 gallon systems.It can be coupled the standard ANSUL AUTOMAN Regulated Release Assembly. with a 3-gallon regulated release assembly or a 3-gallon regulated The OEM Regulated Electrical Release/Bracket Assembly, Part actuator assembly to give a total of 9 gallons of agent.Agent tanks No. 418054, is identical to the mechanical version except it con- must be ordered separately. tains a factory installed 120 VAC solenoid and electrical switch The tank enclosure is designed to mount in a minimum amount of ►These release/bracket assemblies must be installed in a suitable space. equipment enclosure either horizontaliy or vertically They contain all the necessary mounting and conduit holes needed to fully install the assembly. The agent tank is installed separately and � NOTE.AGENTTANKMUSTBE ►need not be bracketed once it is piped and filled NOTE: OEM ORDERED SEPARATELY IRelease/Bracket Assembly must be installed high enough in cabi- ►net so that there is sufficient room to install and remove cartridge. . SHIPPING WT. 26 LBS.(12 kg) i � � � i �� o i !', i-= RELEASE m .:, MOUNTING MECHANISM-r �Q �� BRACKET � �� REGULATOR ° FIGURE 10 ooz:;� 24 VDC REGULATED RELEASE ASSEMBLY(ULC APPROVED P � ' 0 SHIPPING WT. ONLY� 10 LB.(5 kg) ►The 24 VDC Regulated Release Assembly, Part No. 429859, is used where electric,thermostat detection is required via the use of FIGURE 8 a releasing control unit. This assembly consists of a 24 VDC 000,� ANSUL AUTOMAN il-C regulated release mechanism, expellant gas hose, and enclosure knockouts to facilitate installing actuation �OEM REGULATED ACTUATOR ASSEMBLY piping, expellant piping, detection system, and additional equip- The OEM Regulated Actuator Assembly, Part No. 418691, ment.Agent tank must be ordered separately. includes the regulator,pneumatic actuator,expelfant gas hose and The system can be actuated automatically or manually Automatic OEM bracket. Also available is an OEM Regulated Actuator actuation occurs when the control panel receives a signal from the Assembly with all the above mentioned components except for the detection circuit.The panel then sends an electrical signal to the bracket.This assembly is Part No.418522. 24 VDC regulated release, causing it to actuate When actuation occurs,the gas cartridge is punctured, pressurizing the agent tank and discharging the agent through the distribution piping Manual actuation of the system occurs when personnel pull on the remote � manual pull station pull ring � e �' NOTE:AGENT TANK MUST BE ORDERED SEPARATELY 9 � i i SHIPPWG WT 34 LB.(15 kg) �: � q � ! `i SHIPPING V4T.4�B.(2 kg) i � FIGURE 9 " onzzzs , FIGURE 11 OD2279 , . • SECTIORI III—SYSTEM COMPOIVENTS UL EX.3470 ULC CEx747 Page 3-4 REV 5 10-1-02 ►ADDITIONAL SHIPPING ASSEMBLIES GAS CARTRIDGES Several complete shipping assemblies are available containing The R-102 system uses gas cartridges to store nitrogen or carbon both the release or actuator mechanism and the agent tank.When dioxide expellant gases under pressure until the system is actuat- ordering a complete shipping assembly, order the following part ed, at which time the cartridge seal is punctured and the released numbers: • gas expels liquid agent from one or more tanks through the dis- Shipping Wt. charge piping and out the discharge nozzles. Part No. Description Ib. (kg) Four nitrogen gas cartridges and three carbon dioxide gas car- 430299 3 0 Gallon Mechanical Release� 33 (15) tridges are available as shown in Figure 12. Shipping Assembly including: 'Cartridges noted as TC/DOT are both Transport Canada(TC)and 429853 Mechanical Regulated I Department of Transportation (DOT) approved. Cartridges noted Release Assembly ►as DOT are Department of Transportation approved only 429862 3.0 Gallon Tank Assembly Cartridge selection options are provided in Section IV under Tank 430300 1.5 Gallon Mechanical Release 30 (14) and Cartridge Requirements. Shipping Assembly including• NITROGEN GAS CARTRIDGES 429853 Mechanical Regulated Release Assembly � i � � 429864 1 5 Gallon Tank Assembty t 430309 3 0 Gallon Regulated Actuator 36 (16) .�20�$) 11 3!8 IN. �01/21N. i Shipping Assembly including: ► �� 28'9�m� (z��m� 14 518 IN. 429850 Regulated Actuator Assembly � � � (371 cm) 429862 3.0 Gallon Tank Assembly z v2 iN. 430316 1.5 Gallon Stainless Steel Enclosure 18 $ (6.4 cm) � � 2 1/2 IN. 4 3/16 IN. Shipping Assembly including: {s.a�m� ��o.s�m� � 429870 Single Tank Mounting Box 3 9/16 IN. Assembly �s�m� 429864 1 5 Gailon Tank Assembly LT-20-R LT-30-R DOUBLE-TANK LT-A-101-30 CARTRIDGE CARTRIDGE CARTRIDGE CARTRIDGE 430317 3 0 Gallon Stainless Steel Enclosure 20 �9� P.4RT N0.423429 PART NO.423435 PART N0.423493 PART NO.423491 Shi in Assembl includin • (TCIDOT) (TC/DOT) (TC/DOT) (TCIDOT) PP 9 Y 9 000ias aooias 000�a� 000iae 429870 Single Tank Mounting Box Assembly CARBON DIOXIDE CARTRIDGES 429862 3 0 Galion Tank Assembly 430324 6.0 Gallon Stainless Steel Enclosure 40 (18) } - _ _ Shipping Assembly including: I 429872 TwoTank Mounting Box 9IN. 7718IN. Assembly (2z.s°m> �2a°m> 11 518 IN. 429862 3.0 Gallon Tank Assembiy(2) {29.5 cm) 430332 3 0 Gallon Mounting Bracket Shipping 20 (9) Assembly including� � 429878 3.0 Gallon Mountin Bracket z�N� 2 1!2 IN. 9 (5.1 cm) (6.4 cm) Assembly 2 vz iN. � • 429862 3 0 Gallon Tank Assembly (6.4 cm) 101-10 CARTRIDGE 101-20 CARTRIDGE 10130 CARTRIDGE � PART N0.423439(TCIDOT) PART NO.423441 PART NO.423443 ► PART N0.15850(DOT) (TC/DOT) (TClDOT) 000749 000150 000751 FIGURE 12 � . � , , SECTION 111-SYSTEM COfUIPONENTS - UL EX.3470 ULC CEx747 Page 3-5 10-1-02 REV 4 , .'��': NOZZLES S_�1l.I�EL ADAPTOR ►There are twelve types of discharge nozzles each designed to dis- The��vivel Adaptor Assembly,Part No.418569,consists of a swiv- tribute the liquid agent in a uniform pattern throughout the hazard el nut,swivel body and swivel ball.All are chrome-piated.The swiv- area: el adaptor allows any nozzle to be rotated approximately 30° in all ► 1 1 W Nozzie 7. 245 Nozzle directions.Swivel Adaptors must be ordered as a Swivel Adaptor 2. 1 N Nozzle 8. 260 Nozzle Shipping Assembly, Part No. 423572, which contains 25 Swivel Adaptors. 3 1/2N Nozzle 9 290 Nozzle 4 3N Nozzle 10 2120 Nozzle i� 3/8—18 NPT 5 2W Nozzle 11. 1 F Nozzle � FEMALE THREAD ► 6 230 Nozzle 12. 1100 Nozzle Although these nozzles are similar in appearance and have certain common parts, the tip of each nozzle is designed for a specific application and must only be used in those areas. See / Nozzle Application Chart in Section IV - System Design, for '`` / 3/8—18 NPT MALE THREAD I(1dIVIdUB� IIOZZ�2 USBg@. , 30 DEGREE ROTATION 3!8—18 NPT ' FEMALETHREAD FIGURE 14 / OOOOd3 1 RUBBER BLOW-OFF CAPS INTERNAL CUP The Rubber Blow-Off Cap, Part No 77676,help keep the orifice of ' ~ NSIDE ER the nozzle free of grease or other substances that could interfere with agent distribution A retaining strap attaches the blow-off cap BLOW OFFOR—' to the nozzle. Rubber Blow-Off Caps must be ordered as a CAP LOOP X��X-)( VENDOR Shipping Assembly, Part No. 77695, which contains 50 blow-off CODE caps, or Part No.77411,which contains 12 blow-off ca s NOZZLE (IF PRESENT) P • STAMPING . FIGURE 13 000aaz Nozzle Identification Chart ' Nozzle Nozzle Nozzle Nozzle* Flow Tvpe Part No. Stampinq No. Nozzle Identification 1 W Nozzle 419336 1 W 1 Chrome-Plated Body 1 N Nozzle 419335 1 N 1 Chrome-Plated Body FIGURE 15 O�D009 1/2N Nozzle 419334 1/2N 1!2 Chrome-Plated Body Metal blow-off caps are not allowed with the 1/2N nozzle METAL BLOW-OFF CAP 3N Nozzle 419338 3N 3 Chrome-Plated Body Two types of inetal blow-off caps are available as aptions to the 2W Nozzle 419337 2W 2 Chrome-Plated Body standard rubber�caps. The metal cap can be used in unusually 230 Nozzle 419339 230 2 Chrome-Plated Body high heat conditions, generally over 400 °F (204 °C). The metal 245 Nozzle 419340 245 2 Chrome-Plated Body blow-off cap is attached to the nozzle by means of a stainless steel 260 Nozzle 419341 260 2 Chrome-Piated Body wire which prevents it from falling into the appliance during dis- charge. Shipping Assembly Part No. 79745 coritains 10 metal 290 Nozzle 419342 290 2 Chrome-Plated Body blow-off caps for use on standard, non-swivel nozz�es and 2120 Nozzle 419343 2120 2 Chrome-Plated Body Shipping Assembly Part No. 415568 contains 10 metal blow-off 1 F Nozzie 419333 1 F 1 Chrome-Plated Body caps for use on swivei nozzles. 1100 Nozzle 430912 1100 1 Chrome-Plated Body NOTICE ' ►•Nozzle stamping may contain an additional letter indicating a vendor's code. If inetal bloW-off caps are fequired for uprlght broil- � er or salamander protection, use (2) two 1 N noz- zles(Part No.56930)instead of 1/2N nozzles. STAINLESS STEEL WIRE METAL CAP FIGURE 16 �0�,52 � � 1 1 SECTION III—SYSTEM COMPOfVENTS UL EX.3470 ULC CEx747 Page 3-6 REV 4 10-1-02 CONDUIT OFFSET ASSEMBLY "COMPRESSION-SEAL"ADAPTOR The conduit offset assembly, Part No. 79825, is used to change This adaptor is a mechanical bulkhead fitting that produces a direction of the wire rope on detection, mechanical gas valve, and liquid-tight seal around pipe and conduit when installing distribu- remote pull station lines.The conduit offset assembly can only be tion piping and detection conduit through restaurant hoods and used in the area where the conduit attaches to the regulated ducts. The "Compression=Seal" adaptor is a straight-through release assembly. When using the conduit offset assembly, the design requiring no cutting or threading of conduit or pipe The maxirnum number of pulley elbows is still allowed. The Conduit adaptor is available for pipe sizes of 1/4 in (Part No. 79148), 3!8 Offset Shipping Assembly, Part No. 79825, consists of 6 conduit in (Part No.79150), 1/2 in.(Part No.79146),and EMT conduit size offsets. of 1/2 in. (Part No. 79152). Each "Compression-Seal" Adaptor a CONDUIT Shipping Assembly must be ordered as stated below: COUPLING . Shl Ifl PP� 9 Assembly Hole Size Size Part No. Qty. Required 1/4 in.Pipe/1/2 in.tube 79149 24 3/4 in. OFOFSETT 3/8 in.Pipe/5/8 in.tube 79151 24 1 1/8 in. I1/2 in.Pipe 79147 24 1 1/8 in. , 1/2 in EMT Conduit 79153 24 1 1/8 in. CONDUIT COMPRESSION NUT CONNECTOR � �' ADAPTOR BODY GASKET-► LOCKWASHER FIGURE 17 NUT-r 000153 "QUIK-SEAL"ADAPTOR FIGURE 19 000155 The"Quik-Seal"adaptor is a listed mechanical bulkhead fitting that produces a liquid-tight seal around both distribution piping and '°HOOD SEAL"ADAPTOR ASSEMBLY detection conduit which runs through restaurant hoods and ducts. This adaptor is a mechanical bulkhead fitting that produces a liq- The "Quik-Seal" adaptor accepts threaded pipe or conduit. The uid-tight seal around 1/2 in.EMT conduit when installing the detec- adaptor is available for 1/4 in. (Part No 78195), 3/8 in (Part No. tion line through restaurant hoods and duct.The adaptor accepts 77284), 1!2 in.(Part No.77286),or 3/4 in.{Part No.77288)pipe or a high temperature pulley elbow and, when used, correctly posi- conduit sizes When using with EMT conduit, a conduit connector tions the elbow or conduit in line with the conduit adaptor hole in must be installed in each end of the adaptor. The "Quik-Seal" the detector bracket.The"Hood Seal"eliminates the need for mul- Adaptor Shipping Assembly must be ordered as stated below� tiple elbows when penetrating the top of a hood when installing the Shipping detection line."Hood Seal"Adaptors are available in quantities of Assembly Hole Size 6 as Shipping Assembly Part No.423253. Size Part No. Qty Required 1/4 in. 78196 24 3/4 in SEAL NUT 3/8 in. 77285 24 1 1/8 in. 1/2 in. 77287 24 1 1/8 in. S�,� � WASHER 3!4 in. 77289 24 'I 3I$ Itl. ADAPTOR BODY-► ADAPTOR BODY GASKET GASKET PULLEY O LOCKWASHER ELBOW (NOT PART R OF ASSEMBLY) `NUT USE ONLY PULLEY ELBOW, PART NO.423250 FIGURE 20 FIGURE 18 000,se ooaisa . � - SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-7 - - 10-1-02 REV.4 DETECTORS CLIP-ON STYLE-PART NO.SG837 AND 56838 The detector consists of three basic components:the bracket,link- age, and fusible link. (Fusible links are not included and must be � ordered separately)The bracket holds the entire assembly to the mounting surface.The linkage is used to support the fusible link. uNKncE FUSIBLE The fusible link is designed to separate at a specific temperature � LINK gRACKET and release the wire rope,thereby actuating the regulated release mechanism. 0�0157 ere are three styles of detectors available the clip-on style, the hinged style, BfICI tllg SCISSOf Styl@. HINGED STYLE-PART NO.15373 AND 15375 The clip-on style allows the wire rope to be strung completely 0 through the detection system conduit and brackets first and the J� detector linkage assemblies are then clipped on later. uNKACE� / The hinged style detector requires the wire rope to be strung to the FUSIBLE gRACKET LINK detector bracket, and then"threaded"through the linkage assem- / bly before continuing to the next detector bracket. �( The scissor style allows the wire rope to be strung completely through the detection system conduit and brackets first and the ��,,e detector linkage assemblies are then clipped on later, scissoR srv�e-PART No.ai�3ss Arvo ai�sss Each style of detector consisfs of two types of assembiies. sRacKeT The Terminal Detector (Part No. 56838, 15375, or 417368) LINKAGE Q � includes a test link and is placed last in a series of detectors This � detector is sometimes referred to as the end-of-line detector and is thus named because it is at the point at which the wire rope"ter- � ( f„ minates;'or is anchored at the detector bracket.Onl one terminal FUSIBLE v v detector is required per detection system. y LINK � The Series Detector(Part No. 56837, 15373, or 417369) is any 000159 etector located in-line between the regulated release assembly FIGURE 21 and the terminal detector When using Part No. 56837 and 56838 style detectors, a total of PULLEY ELBOWS 12 detectors can be in one detection system 11 series detectors, There are two types of pulley elbows used to change the direction Part No.56837 and 1 terminal detector, Part No.56838 of the wire rope by 90° Ansul recommends for temperatures not in When using Part No. 15373 and 15375 style detectors,a total of 5 set sc ews fo�r 1 2(n7 conduiPtaand Pa t No.423250 has comp elsh detectors can be in one detection system.4 series detectors, Part sion ring ends also for 1/2 in. conduit. Pulley elbows must be No. 15373 and 1 terminal detector, Part No. 15375 ordered in uantities of 50 as Shi in Assembl Part No.415671 Q pp' g y When using Part No.417368 and 417369 style detectors, a total (socket end type)and Part No.423251 (compression end type). of 15 detectors can be in one detection system: 14 series detec- aaRrrvo.a�es�o tors, Part No.417369 and 1 terminal detector, Part No.417368. PARr No.azszso � � � � ��,o,�o OQ0161 FIGURE 22 SECTION III—SYSTEM COMPONENTS � � UL EX.3470 ULC CEx747 Page 3-8 REV 5 10-1-02 PULLEY TEE MECHANlCAL GAS VALVES The Pulley Tee (Part No.427929) is used to change the direction The mechanical gas valves are designed to shut off the flow of gas of two wire ropes by 90°. It must be used in areas where the tem- to the appliances upon actuation of the regulated release assem- peratures are within the range of 32 °F to 130 °F (0 °C to 54 °C). bly The vaives are available in sizes of 3/4 in., 1 in., 1 1/4 in.,1 1/2 Pulley tees can be used in mechanical g�s valve actuation lines in., and 2 in.Ansul style, and 2 1/2 in. and 3 in.Asco style.The and remote manual pull station lines. Pulley tees cannot be used valves are rated for natural and LP gas.Both styles are UL Listed. within a detection line. Maximum ' Part Operating No: Description Pressure O+ O 55598 3/4 in.Gas Valve(ANSUL) 10 psi (69 kPa) 55601 1 in.Gas Valve (ANSUL) 10 psi (69 kPa) 55604 1 1/4 in.Gas Valve(ANSUL) 10 psi (69 kPa) 55607 1 1/2 in.Gas Valve(ANSUL) 10 psi (69 kPa) 55610 2 in.Gas Valve (ANSUL) 10 psi (69 kPa) FIGURE 23 25937 2 1/2 in.Gas Valve (ASCO) 5 psi (34 5 kPa) ooaaa� 25938 3 in.Gas Valve (ASCO) 5 psi (34.5 kPa) STAINLESS STEEL CABLE The 1/16 in stainless steel cable is run from the terminal detector, through conduit, all series detectors and pulley elbows, and into o ° the regulated release mechanism trip lever.When any fusible link separates, the tension on the cable is relaxed, and the trip lever o� actuates the regulated release mechanism.The cable can also be used for mechanical gas valves and remote manual pull stations. The cable is available in 50 ft.(15 m)(Part No. 15821)and 500 ft. (152.4 m)(Part No.79653) lengths. � � � REMOTE MANUAL PULL STATION The remote manual pull station (Part No 4835 or Part No 54011) ANSUL SIYLE ASCO STYLE is required for manual actuation of the regulated release assembly. ��,�` G��165 FIGURE 25 The remote manual pufl station should be mounted at a point of egress and positioned at a height determined by the authority hav- �ing jurisdiction.Trim rings, Part No 427074(pack of 10), are avail- ►able. PART NO.4835(WITHOUT CABLE) PART NO.54011(WITH 50 FT.OF CABLE) PU�� METAL STAMPED 000163 FIGURE 24 � Y SECTiON 111–SYSTEM C{3MPONENTS UL EX.3470 U�C CEx747 Page 3-9 10-1-�2 REV 2 ►ELECTF{ICAL GAS VA�VES ELECTf21CAL SWITCHES The elec#rical gas va(ves are designed to shut aff the flow of either The electrica( switches are intended far use with electric gas natural or LP gas to the appliances upon actuation of the regulat- vaives, alarms, contactars, lights, eontractar supplied electric ed release assembly The valves are available in sizes of 3/4 in., power shut-off devices and other electrical devices that are 1 in , 1 1/2 in., 2 in., and 3 in.The valve is held open by an ener- designed to shut off or turn on when the system is actuated gized solenaid and upon system actuation,the switch cflntacts in Switches are available in kits: One �witch Kit, Part No. 423878, the regulated release assembly open, thus de-energizing the cir- Two Switch Kit, Part No. 423879, Three Switch Kit, Part No. cuit to the gas valve solenoid, causing the valve to close.Valves 423884,and Faur Switch Kit, Part Rlo,423881 Each switch has a are availeble in 120 VAC and are UL Listed, set of single-pple, double-thraw contacts rated at 21 amp, 1 HP, Maximum 125,250,277 VAC or 2 HP,250,277 VAC Maunting hardware and Part Qperating 12 in (305 mm}lang wire leads are provided with each kit. No. Description Pressure 13707 3/4 in.5olenoid Gas Valve(ASCO) 25 psi (172 kPa} COMMON —. �,.- N.o. 13708 1 in.Solenoid Gas Valve (ASCO) 25 psi (172 kPa} 13709 1 1/2 in.Solenoid Gas Valve 25 psi('f72 kPa) � (ASCO) Q p 13710 2 in.Salenaid Gas Valve (ASCO) 25 psi {172 kPa) rv.c. 17643 3 in.Solenoid Gas Va(ve (ASCO} 5 psi (34.5 kPa) 0 FIGURE 2$ ooisi2 A�Al2M Ii�tT1ATtRiG SWITCH The Alarm Initiating Switch Kit, Part No. 428311, can be field � ► mounted within the ANSIlL AUTC?MAN release.This switch must ►be used to close a supervised circuit to the building main fire alarm FIGURE 26 p�nei when the ANSUL AUTOMAN release actuates.This action 60Di68 wili signal the fire alarm panel that there was a system actuation in the kitchen area.The switch kit contains all necessary mounting MANUAL RESET RELAY camponents alang with a mounting instruction sheet.The switch is rated 50 mA, 28 VDC The manual reset relay, Part No 14702 or Part No. 426151, is required when using an electrical gas valve shut-off system.After SPACER the electric gas valve has closed,either due to system actuation or AU OMAN V`1HEtV SPACER AND ower failure,the valve cannot be re-o �i18C�,��OWitl as to flow, SWITCH ARE PROPERLY � P �� MOUNTED,TNIS dNIDER until the reset relay bu#ton is manually pressed, re-energizing the MusT aE ae-rweeN rHE circuit.The reset ralay is available 120 VAC The manual reset relay `�. /N.p.AND N.C.TERtiiMALS is also recommended for electricai sh�ut dawn. � � �� coM , �` � � �` � �N.O. \ �` �\ � `\w \ 6� o �� ```.. �� ,� N.C. � �`` ��. ALRRM INITlATING SWITCH /� FIGURE 29 r� � ao�a90 I �r FIGURE 27 oocoa7 > i � SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-10 REV 9 10-1-02 �REGULATOR TEST KIT BURSTIfVG DISC The Test Kit Assembly(Shipping Part No.56972)is required to test The R-102 Bursting Disc is installed in the tank adaptor assembly. the regulator setting and nitrogen flow during 12-year maintenance The bursting disc eliminates the siphoning of the agent up the pipe examinations. This will ensure that the regulator is functioning during extreme temperature variations. The bursting discs are properly available in packs of 10, Part No.417911. , � � � FIGURE 32 0 000�iz �I NOZZLE AIIVIING DEVICE FIGURE 30 The Nozzle Aiming Device, Part No. 551265, is required to prop- 000163 erly aim each nozzle to the correct aiming point. The device FUSIBLE LINK clamps to the noule and emits a small laser light that reflects on the surface that it is aiming at.The nozzle can then be rotated to Select correct UL Listed fusible link(s)for installation in detector(s) point at a predetermined aiming point and then tightened to hold according to the temperature condition chart below• that angle. The aiming device requires an adaptor, Part No. Fusible Link To Be Used 431186, to attach it to the nozzle.The adaptor must be ordered Fusible Shipping Where separately. Link Assembly Temperature Temperature Part No. Part No. Rating Does Not Exceed 415739(1) 415739 (1) 165 °F (74°C) 100 °F (38 °C) 415740 (1} 415740 (1) 212 °F (100 °C) 150 °F (66°C) 415741 (1) 415744 (25) 280 °F (138 °C) 225°F (107°C) 415742(1) 415745 (25) 360 °F (182°C) 290°F (143°C) ADAPTOR(ORDER 415743 (1) 415746(25) 450 °F (232°C) 360 °F (182°C) � SEPARATELY 56816 (1) 73867(25) 500 °F (260 °C) 400 °F(204°C) 0 NOZZLE O O AIMING O DEVICE FIGURE 33 oosszo Ah19Ulm �� STAINLESS STEEL ACTUATIORI HOSE ciow`;:� TEMPERATURE C] RATING STAMPED ON The Stainless Steel Actuation Hose is used to connect the actua- C_;0 FUSIBLE LINK BODY ►tion line compression tees between each pneumatic actuator and O ►can also be connected end to end.The hose has the same thread, 7116-20, as the fittings. The actuation hose allows flexibility between the AUTOMAN and each regulated actuator. K STYLE ML STYLE ►HOS2 eoo°F�zso`C)ONLY part No. Length oeono 000m FIGURE 31 31809 16 in (41 cm) 32335 . 20 in.(51 cm) MAXIMUM REGISTERING THERMOMETER 32336 24 in.(61 cm) 430815 42 in.(107 cm) The Maximum Registering Thermometer, Part No. 15240, is used to indicate the highest normal temperature for the protected area. Fitting Once this is established, the correct rated fusible link can be Part No. Description chosen. 31810 Male Elbow(7/16-20 x 1/4 in. NPT) 31811 Male Tee (7/16-20 x 7/16-20 x 1/4 in.NPT) ►32338 Male Straight Connector(7/16-20 x 1/4 in.NPT) ► ,z� 7/16-20 7116-20 FIGURE 34 � 000433 I , , - SECTION IV — SYSTEIVI DESIGN " - UL EX.3470 ULC CEx747 Page 4-1 10-1-02 REV 5 SYSTEM DESIGN ►GENERAL INFORMATION The Ansul R-102 Restaurant Fire Suppression System may be 1 Nozzles must be located 2-8 in.(5-20 cm)into the center of the used on a number of different types of restaurant cooking appli- �`"' du�t opening, discharging up.See Figure 1. ances and hood and duct configurations.The design information - - listed in this section deals with the limitations and parameters of this pre-engineered system.Those individuals responsible for the design of the R-102 system must be trained and hold a current � �- , Ansul certificate in an R-102 training program. The R-102 and the PIRANHA systems use compatible agents and components, therefore, they may be used together for cooking appliance, hood, and duct protection The primary ANSUL AUTOMAN Release can be either an R-102 or a PIRANHA ANSUL AUTOMAN Release and can actuate up to two additional R-102 or PIRANHA Regulated Actuators. In systems utilizing a 101 remote release, any combination of the maximum number of regulated actuators can be used. z-a irv. (5—20 cm} ` • Both systems must actuate simultaneously j • Each system must be designed and installed per its appropri- FIGURE 1 ate manual po�,,, • Adjacent appliances requiring protection must be protected 2. In installations where a UL listed damper assembly is with the same type of system, either R-102 or PIRANHA, employed, the duct nozzle can be installed beyond the 8 in. unless the center-to-center spacing between the adjacent (20 cm) maximum, to a point just beyond the damper assem- R-102 and PIRANHA nozzles is no less than 36 inches. bly that will not interFere with the damper Exceeding the maxi- • When appliances are protected with R-102 nozzles, the hood mum of 8 in. (20 cm) in this way will not void the UL listing of and connecting duct above those appliances cannot be pro- the system. , tected with PIRANHA nozzles. 3 Previously listed 3 flow number and 5 flow number duct pro- • Mixing systems in a common plenum is not allowed. tection detailed in earlier published manual, Part No.418087- One of the key elements for restaurant fire protection is a correct 06, can also still by utilized � system design.This section is divided into ten sub-sections: Noz- DUCT SIZES UP TO 50 IN (127 cm} I�I zle Placement Requirements,Tank Quantity Requirements,Actu- PERIMETER/16 W (41 cm) DIAMETER ation and Expellant Gas Line Requirements, Distribution Piping I Requirements, Detection System Requirements, Manual Pull Sta- • One 1100 nozzle (Part No.430912)=one flow number tion Requirements, Mechanical Gas Valve Requirements, Electri- cal Gas Valve Requirements, Electrical Switch Requirements,and ' 50 in (127 cm)perimeter maximum Pressure Switch Requirements. Each of these sections must be • 16 in.(41 cm)diameter maximum � completed before attempting any installation. System design i sketches should be made of all aspects of design for reference DUCT SIZES UP TO 100 IN (254 cm) 'i during installation PERIMETER/32 IN (81.3 cm) DIAMETER , 'NOZZLE PLACEMENT REQUIREMENTS • One 2W Nozzle (Part No.419337)=two flow numbers This section gives guidelines for nozzle type, positioning, and • 100 in. (254 cm} perimeter maximum quantity for duct, plenum, and individual appliance protection This � 32 in.(81.3 cm)diameter maximum section must be completed before determining tank quantity and piping requirements. • A 2WH nozzle (Part No. 78078) must be substituted for a 2W nozzle for any installation using Option 2 of the 1 5 gailon sys- Duct Protection—Single IVozzle tem coverage (duct and plenum protection oniy) A 2WH nozzle � All duct protection is UL listed without limitation of maximum duct is limited to a maximum of 75 in. (190 cm) perimeter or a maxi- length (unlimited length) This includes all varieties of ductworks mum diameter of 24 in. (61 cm)of coverage both horizontal and vertical including ducts that run at angles to The chart below shows the maximum protection available from the horizontal and ducts with directional bends. each duct nozzle. The R-102 system uses different duct nozzles depending on the Part 3.0 Gallon 1.5 Gallon ►size of duct being protected Description No. System System 2W Nozzle 419337 Maximum Maximum 100 in. (254 cm) 100 in.(254 cm) Perimeter Perimeter 1100 Nozzle 430912 Maximum Maximum 50 in.(127 cm} 50 in.(127 cm) , Perimeter Perimeter , , SECTION IV - SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-2 REV 3 10-1-02 ►Duct Protection-Multiple Nozzle DUCT SIZES UP TO 135 IN (343 cm)PERIMETER-3 FLOW OPTION ° One 1100 Nozzle (Part No. 430912) and one 2W Nozzle (Part No.419337)=three flow numbers • 135�in.(343 cm) perimeter maximum • No round duct option available • Follow design table in Figure 2 to determine maximum module size for each nozzle 1100 Module 2W Module Side A Side B Side B Side B Maximum Maximum Maximum Maximum in (cm) in. (cm) in. (cm) in. {cm) 4 (10) 60.0 (152) 23 0 (58) 37 0 (94) 5 (13} 60.0 (152) 23 0 (58) 37.0 (94) 6 (15) 59.5 (151) 22.5 (57) 37 0 (94) 7 (18) 59 0 (150) 22.0 (56) 37.0 (94) 8 (20) 58.5 (149) 22.0 (56) 36.5 (93) 9 {23) 58 0 (147) 21.5 (55) 36.5 (93) 10 (25) 57 0 (145) 21.0 (53) 36 0 {91) 11 (28) 56 0 (142) 20.5 (52) 35.5 (90) 12 (31) 55.5 (141) 20 0 (51) 35.5 (90) 13 (33) 54.5 (138) 19 5 (50) 35 0 (89) 14 (36) 53.5 (136) 18 5 (47) 35.0 (89) 15 (38) 52.0 (132) 18 0 (46) 34.0 (86) ' 16 (41) 51.0 {130) 17 0 (43) 34 0 (86) II 17 (43) 49.5 (126) 16 0 (41) 33.5 (85) 18 (46) 47.5 (121) 14.5 (37) 33 0 (84) I 19 (48) 46 0 (117) 13 5 (34) 32.5 (83) � 20 (51) 43.5 (111) 12.0 (31) 31.7 (81) 21 (53) 41 0 (104) 10.0 (25) 31.0 (79) 22 (56} 38.0 (97) 7 5 (19) 30.5 {78) 23 (58) 33.5 (85) 4.0 (10) 29.5 (75) �� :-- Side B I 1 ' Side A • • 1 11Q0 2W FIGURE 2 �I uassz� , Example Protection is required for a duct that has an "A" dimen- sion of 8.0 in.(20 cm)wide and a"B"dimension of 55 in.(140 cm) long. Referring to the table in Figure 2, if the"A"dimension is 8 0 in (20 cm),the"B" dimension must not exceed 58.5 in.(149 cm).In this example, the"B"dimension is 55 in.(140 cm}, therefore, this duct can be protected with a three flow application. ' Read over from the 8.0 in. (20 cm) line on the table to the 1100 I Module column.At that point,the chart shows that the"B"module length for the 1100 nozzle can be 22.0 in.(56 cm).Center the 1100 nozzle in that module.The 2W module can now be centered with- ►in the remaining module. ' � SECTlON IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-3 1Q-1-Q2 REV.4 ►Duct Protection—Multiple Nozzle (Continued) "When working with Chart 2, one half of the quantity of nozz(ss determi�ed must be equa!!y pasitioned in the top half of the area DUCT SIZES GREATER THAN 135 I�1.(343 cm) PERlMETER of the duct and the remaining half of the nazzies must be pasi- tianed in the bottam half of the duct area. • Ducts over 135 in. perimeter must be modularized using 2W Exampie The duct to be pratected has a Side"A"af 40 in.and a nazzles(Part No.419337) Side"B" af 60 in Referring to the design chart,this duct requires • No raund duct option available 4 nozzles.One half of 4=2.Therefore,2 noules must be equaify • Follow khe design chart to determine maximum madule size for Positioned in each of the two duct areas.See Figure 3 each 2W nazzie s�o�°°e�, 30 IN.{76 mm) 30 iN.(?6 mm) • When determining number af nozzies required, it is sometimes an advantage to check the chart using the shartest side as Side "A" and then recheck it using the langest side as Side"A".This �5Q m} • I i► comparison may reveal a need for a lesser quantity of nozzles � ane way versus the other way. s�°E ———— — — — — —--- �oz�nrr,� ,A„ { When warking with Chart 1, the quantity of nozzies determined � must be equally divided within the duct area. t5°my � � • � sa irv. I {152 mm}�-�'� CHAR7"NO.9 . FIGURE 3 & 006523 A • • • SiDE"B" 25 26 27 28 29 36 31 32 33 34 35 36 37 38 39 AO M 42 43 44 45 48 47 38 49 50 57 52 53 54 55 56 57 58 59 80 57 62 03 94 65 6E 6i 5&&9 7q ?1 72 4 5 6 7 S 8 ,4 �„ ,z 13 14 95 �s 2 n 78 SIDE iy .,A„ 20 2t 22 23 2A 25 2� 3 27 28 29 S6 31 32 4 aa � 35 � 6 38 5 6 7 CHART NO.2 6 A �-�--� s • e NOTE:NOZZLE QUANTITIES LISTEp IN CHART 2 MUST BE EQUALLY DIVIDEO WTO EACH OF THE TW4 DUCT A4QDULES. 36 37 38 as °° 2 4 4, az 6 43 4C 4$ as a� 6085'22 � 48 � I I SECTION IV — SYSTEM DESIGN • , UL EX.3470 ULC CEx747 Page 4-4 REV 4 10-1-02 ►Transition Protection Transitions are protected at a point in the transition where the perimeter or the diameter equals, or is less than, the size of the The 1/2N nozzle (Part No.419334) must be centered 10 to 26 in. duct being protected.The nozzle must be located in the center of (25 to 66 cm)below the precipitator and aimed to discharge at the the transition opening where the maximum perimeter or diameter center of each precipitator cell.However, if it is physically impossi- begins.See Figure 4 ble to mount the nozzle at 10 to 26 in. (25 to 66 cm) due to pre- cipitator placement,the nozzle may be mounted closer than 10 in. ' (25 cm).See Figure 5. � DUCT �� TRANSITION DUCT SEE DUCT FOR ��`� NOZZLE � TRANSITION J- PROTECTION i t PRECIPITATOR � 10-26 IN.' (25-66 cm) ► FIGURE 4 000,�4 � NOZZLE FOR Electrostatic Precipitator Protection PRECIPITATOR PROTECTION Some restaurant ventilating ducts have an electrostatic precipita- tOf II1St8II@CI 8t Of fl@8f tIl@ b8S@.TIl@S8 pfOCIpItBtOfS 8f@ US@d t0 81d •IF PHYSICALLY IMPOSSIBLE AT 10 TO 26 IN.(25 TO 66 cm),NOZZLE MAY BE MOUNT- in the cleaning of exhaust air ED CLOSER THAN 10 IN.(25 cm). Normally electrostatic precipitators do not require protection but � FIGURE 5 000796 should the"authority having jurisdiction"require protection,use the following guidelines. Ducts with precipitators located at or near the base can be pro- tected using duct nozzle(s) above the precipitator and 1/2N noz- zle(s)(Part No.419334)for the precipitator One 1/2N nozzle must be used for each cell being protected.This nozzle tip is stamped with 1/2N,indicating that it is a 1/2-flow nozzle and must be count- ed as 1/2 flow number When protecting ducts equipped with precipitators, the duct noz- zle(s) must be installed above the precipitator and aimed to dis- charge downstream.If the area above the precipitator is a duct,the nozzle(s) must be positioned according to duct protection guide- lines.If the area above the precipitator is a transition,the transition guidelines must be followed " SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-5 10-1-02 REV 3 Plenum Protection The R-102 system uses the 1 W Nozzie (Part No.419336) or the � ' 1100 Nozzle(Part No.430192)or the 1 N Nozzle(Part No.419335) '� for plenum protection The 1 W nozzle tip is stamped with 1 W and � zo irv.�si�m> ►the 1 N nozzle tip is stamped with 1 N, indicating they are one-flow h4AXIMUM nozzles and must be counted as one flow number each.When pro- j tecting a plenum chamber, the entire chamber.must be protected � .regardless of filter length. 1 IN.(2.5 cm) I MINIMUM ►VERTICAL PROTECTION—GENERAL ►One 1 W nozzle or 1100 nozzle will protect 4 linear feet(1.2 m)of t plenum.The maximum distance from the end of the hood to the ' zo iN.�s��m� first and last nozzle must be no more than 2 ft.(6 m).After the first ti�Axin�unn nozzle, any additional nozzles must be positioned at a maximum ,� of 4 ft. (1.2 m) apart down the entire length of the plenum. The t ►plenum width must not exceed 4 ft.(1.2 m).(The 1 W or 1100 noz- zle can be used on singie or V-bank filter arrangements.} See MINIMUMcm) ►Figure 6. 2 FT.(.6 m) � 4 FT.(1.2 m)MAXIMUM -► • FIGURE 7 MAXIMUM R 000i�s • MaxiMUM] \4 FT.(1.2 m) 'Option 2:The 1 W or 1100 nozzle must be placed perpendicular, MF�r.l�u�� MAXIMUM 8-12 in (20-30 cm)from the face of the filter and angled f . � to the center of the filter.The nozzle tip must be within 2 in (5 cm)from the perpendicular center line of the fil- ' ter See Figure 8 12 IN.(30 cm) MA\XINiUM 41N. f \ (10 cm) a /i'� � 8 IN.(20 cm) MINIMUM '� �/� � . �� / ► � NOZZLE TIP FIGURE 6 MUST BE WITHIN oaois� THIS AREA ►When protecting plenums with the 1 W or 1100 nozzle,two options of coverage are available. ►Option 1:The 1100 or 1 W nozzle must be on the center line of the � FIGURE 8 single or "V" bank filter and positioned within 1-20 in. °0°2°� (2.5-51 cm) above the top edge of the filter See ► HORIZONTAL PROTECTION—OPTION 1 ► Figure 7 1 N NOZZLE—PART NO.419335—SINGLE BANK PROTECTION One 1 N nozzle will protect 10 linear feet(3.1 m)of single filter bank ►plenum.The nozzle(s) must be mounted in the plenum, 2 to 4 in. (5 to 10 cm) from the face of the filter, centered between the filter height dimension, and aimed down the length.See Figure 9 � 2-41N. 10FT.(3.tm� (5—10 cm) MAXIMUM r � 000zoi /, \ \ \ \ 000zoz � FIGURE 9 � , SECTION IV — SYSTEM DESIGId UL EX.3470 ULC CEx747 Page 4-6 REV 4 10-1-02 Plenum Protection (Continued) ►HORIZONTAL PROTECTION—OPTION 2 For a plenum, either single or "V" bank, with a linear extension 1100 NOZZLE—PART NO 430912—"V"BANK PROTECTION longer than 10 feet(3.1 m),each bank may be protected using one 1 W NOZZLE—PART NO.419336 1 N nozzle every 10 ft..(3.1 m) or less depending on the overall length of the plenum.See Figure 12.The nozzles may point in the One 1100 or 1 W nozzle will protect 6 linear feet(1.8 m)of"V"bank opposite directions as long as the entire plenum area is protected, plenum.The nozzle must be mounted horizontally,positioned 1/3 the and the 10 ft.(3.1 m)limitation is not exceeded.See Figure 13.The filter height down from the top of the filter Nozzles can be located at nozzle positioning shown in Figure 14 is not an acceptable method 6 ft.(1.8 m)spacings on longer plenums.See Figure 10 of protection because the plenum area directly under the tee is not 1100 NOZZLE OR 1W NOZZLE within the discharge pattern of either nozzle. 10 FT.(3.1 m)� MAXIMUM � 1!3(H) � 10 FT.(3.1 m) HEIGHT OF MAXIMUM FILTER(H) 6 FT.(1.8 m) h1AXIMUM 10 FT.(3.1 m) I�--4 FT. I MAXIMUM � � (1.2 m)� � MAXIMUM � I 30 FT.(9.1 m) � FIGURE 12 �OD20fi 10 FT.(3.1 m)/ FIGURE 10 MAXIMUM 006524 1 N NOZZLE—PART NO 419335—"V"BANK PROTECTION 10 FT.(3.�m) MAXIMUM Two IN nozzles will protect 10 linear feet (3.1 m) by 4 ft. (12 m) , wide of "V" bank plenum The nozzles must be mounted in the 10 FT(3.1 m) plenum, 2 to 4 in.(5 to 10 cm)from the face of the filter, centered MAXIMUM � between the filter height dimension, and aimed down the length. � See Figure 11. � � � 2—4 IN. 30 Ff.(9.1 m) (5—10 cm) 2-41N. (5—10 cm) � � � 000zos � FIGURE 13 OOD207 I�_4 FT.(1.2 m)_.I MAXIMUM � 10 Fi'(3.1 m) MAXIMUM f � � INCORRECT onozoa FIGURE 14 , FIGURE 11 0002� i , ' SECTION IV — SYSTEflII DESIGN .__ ,. UL EX.3470 ULC CEx747 Page 4-7 - _ _ 10-1-02 REV 3 Appliance Protection The following pages detail types of appliance protection. Each design requires several factors:correct nozzle choice,correct noz- - -�-_ zle height above hazard, correct nozzle location and correct aim- -� � ing point. i Fryer—Single Nozzle Protection I 1. Design requirements for fryers are broken down into two I, types. A. FRYERS WITHOUT DRIPBOARDS If the fryer does not include a dripboard, measure the internal depth (horizontal dimension from front to back) and length of the frypot. B. FRYERS WITH DRIPBOARDS If the fryer includes any dripboard areas, measure both the internal depth (horizontal dimension from front to back) and length of the frypot portion, and then measure the internal depth and length of the overall hazard area including any dripboard areas. 2. Using Table, "Maximum Cooking Area Dimension — Single Nozzle Fryer Protection;'determine which nozzle is needed ' to protect the fryer based on the maximum dimensions listed. A. If the fryer does not inciude a dripboard, use the maxi- mum dimensions listed in the first column of the table to select the correct nozzle. B If the fryer includes any dripboard areas, use both the maximum frypot dimensions in the first column of the , table,and the maximum overall dimensions in the second column of the table to select the correct nozzle. None of the maximum dimensions in either column may be exceeded. 3. If either the maximum frypot or the overall sizes are exceed- ed, an additional nozzle(s}will be required.Refer to the mul- tiple nozzle requirements. Example.A fryer wifh a dripboard. The inside of the frypot without the dripboard measures 18 in.in depth x 18 in.in length (46 cm x 46 cm) and the inside of the overall area including fhe dripboard measures 98 in.in depth x 24 in.in length (46 cm x 61 cm) From the Table "Maximum Cooking Area Dimension — Single Nozzle Fryer Profection,"either the 3N or the 290 nozzle should be select- ed fo protecf the fryer, depending on the maximum nozzle height above the fryer and fhe positioning requirements allowed.Refer to appropriate Figures. SECTION IV - SYSTEM DESIGN , UL EX.3470 ULC CEx747 Page 4-8 REV 5 10-1-02 Fryer-Single Nozzle Protection (Continued) Niaximum Area Dimensions-Single Nozzle Fryer Protection Max.Size Max.Size Overall Type of Nozzle Height Nozzle Frypot Only With Dripboard Nozzle Above Top of Fryer Location Full or Split Vat Full or Split Vat 230 27 in.to 47 in. See Figure '14 in.x 15 in. 14 in.x 21 in (69 cm to 119 cm) - 15 and 16 {36 cm x 38 cm) (36 cm x 53 cm) Full or Split Vat Full or Split Vat 245 20 in.to 27 in. See Figure ► 14 in.x 15 in. 14 in.x 21 in. (51 cm to 69 cm) 15 and 16 (36 cm x 38 cm) (36 cm x 38 cm) ��f`� ��i ' �-, �� C� i / � , �r� ` �� i � I ��'' � � �'�"J�' I �<� i , �� Y�� i I � � ii � i � i � ; �'��'' I � Y , � � i� i � � i ; � �� I i ii ' ' i i � � li I � I � I i i� i i � I � � I I I I � i� i i I I � I I� � � � � � i ii i � i � I I I� � � i i i ' +I � � t ; I I �I � TOP OF FRYER I � � � � �I I TOP OF FRYER � � I � I II I � I I � � II j I I � I � � I I � II I i I � � I I I � I i � I I � � I I I �� i L i J —� � ' i i `�� J � �� —� � ,y, �. FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD NOZZLE TIP POSITIONED ANYVJHERE ALONG OR WITHIN PERIMETER OF COOKING SPLIT VAT SURFACE AND AIMED TO THE CENTER OF THE COOKING AREA. NOZZLE TIP POSITIONED ANYWHERE ALONG OR WITHIN PERIMETER OF COOKING SURFACE AND AIMED TO THE CENTER OF THE COOKING AREA. ' FIGURE 15 > oozzHo FIGURE 16 002283 1 j SEGT1t)N 1V — SYSTEM DESfGN U�EX.3470 ULC CEx747 Page 4-9 , 10-1-02 REV 6 Fryer—Single Nozzte.Protectian {Cantinued) • Maximum Area Dimensions—Single Noule Fryer Protection (Continued) Max.Size Max.Size Overall Type of Nozzle Neight Nozzle Frypot Only With Dripbaard Nozzie Above Top of Fryer Location ►19.5 in.x 19 in. 19.5 in.x 25 3/8 in. 290 13 in.to 16 in. See Figure 17 (5Q cm x 48 cm) (50 cm x 65 cm} (33 to 41 cm} ►19.5 in.x 19 in. 19.5 in.x 25 3/8 in. 3N See Figure See Figure 18 {�a�m x�s c�,} t�a�m X s�cm} s4 ►1$in.x 1$in. 18 in.x 27 5/8 in. 3N 25 in to 35 in See Figure 19 {46 cm x 46 em} (46 cm x 70 cm} (64 cm ko 89 cm} ,.-^� -,� ''r`'� '� �-� �J` .. I ��Y `��.� �^= 1�.rl 1 � �-�'I t �7,.�� i � � i i i � — �"� 1 I '" i i � i ' � i i i t �� i� i i i i ' � � � i I I i � I � � t � � � � i � �I � � i � i I � � i I I i ' t � ' + � i i � I � � I � � � � TOP OF FRYER i � � � l` �� ,r..,, J � � t � � � � _ � ; � � i � � ,-- � t � _ ��' - �.,. � � , ., �'' _1_ � ,,,�: '�-+_— i L � FRYER WlTHOUT pRIPBOARD FRYER WITH DRIPBQARp Fj�p�T� � �� t �R�Nr' ' ��' 290 NOZZLE TIP POSITIONED QVER THE MIDPOINT OF THE HAZARD AREA t 3 IN. (7.6 cmj FROM THE MIDPO(NT ALONG THE LONGEST SIDE OF THE HAZARD AND t 1 0000�o R�GNT-Tp-LEFT aaecoe IN.{2.5 cm)FROM THE MIDPOINT AL.ONG THE SHORTEST SIDE C1F THE HAZARD AND CEN7EFtLINE AIMED AT TWE MIDPOINT OF THE COOKING AREA. FRYER WITHOUT pRIPBOARD FRYER WITH DRIPBOARD ► FIGURE 17 NOTE: 3N NOZZLE TIP MUST BE LOCATEp WI7HIN THE PERIMETER OF TME SURFACE oaa2ae ► AREA I�tITNIN THE FRONT HRtF OF THE FRY POT AND A![viED AT TFtE CENTER. ► FiGURE 19 34 iN.{86 cm)MAXIMUM DIAGONAI DISTANCE BETWEEN NOZZLE ANp CENTER OF MAZARD AREA i�-'"—�r—.= ��-t"�� , (�� y� ,l�l � � �h�C:-'' � 21 in.(53 cm} I ��r'— r f y � �`�J � MINIMUM kY �r '" � � � `��%l ' j VERTICAL � �� 1 ! NQZZLE � � � HEIGHT 1 � � ( i i ``r�` i � J �y� „� l y,,, � FRYER WITHOUT DRIPBOARD FRYER WI7H DRIPBOARD 3N NO2ZLETIP PQSITIONED ANYWHERE ALONG OR WITHIN PERIMETER OF COOK- ING SURFAGE AND AIMED TO THE CENTER OF THE GOQKING AREA. ► FIGLlRE 18 0�728T � , SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-10 REV.5 10-1-02 Fryer—Multiple Noule Protection Design Requirements: Example A fryer wifh a dripboard The inside vat withouf fhe drip- � Fryers exceeding the coverage of a single nozzle can be divided board measures 18 in.in depth x 30 in.in length(46 cm.x 76 cm) � into modules. Each module must not exceed the maximum area and the inside of the overall vat including the dripboard measures allowed for a single nozzie However,when utilizing multiple nozzie 24 in.in depth x 30 in.in length(61 cm x 76 cm).Because the fryer protection, the longest side allowed for a fryer with dripboard can is 30 in. (76 cm) in length, it exceeds the coverage of a single be used, regardless of whether the fryer has a dripboard or not. nozzle. The maximum size fryer that can be modularized is 864 sq. in. Dividing the length in half, each module now has an overal! vat (5574 sq cm)or in terms of ft., 6 sq ft.(1.8 m) dimension of 24 in. in depth x 15 in. in length (61 x 38 cm) From 1. Design requirements for multiple nozzle fryers are broken the Table, "Maximum Cooking Area Dimension— Multiple Nozzle down into two types. Fryer Profection,"either the 3N or the 290 nozzle should be se/ect- ed to protect each fryer module, depending on fhe maximum noz- A. FRYERS WITHOUT DRIPBOARD(S) z!e height above the fryer and the positioning requirements If the fryer does not include a dripboard, measure the inter- ► allowed Refer to appropriate Figures, 15 fhrough 19 nal depth (horizontal dimension from front to back) and See additional examples in Appendix Section. length of the frypot.Then, multiply the depth and lergth to obtain the area of the frypot in square inches. B FRYERS WITH DRIPBOARD(S) If the fryer includes any dripboard areas, measure both the internal depth and length of the frypot portion, and then measure the internal depth and length of the overali hazard area including any dripboard areas. Determine the area of both the frypot and the area of the overall vat by multiplying corresponding depth and length dimensions. 2. Divide the frypot or overall vat into modules,each of which can be protected by a single nozzle, based on the maximum dimension and area coverage of the nozzle as specified in Table, "Maximum Cooking Area Dimension— Multiple Nozzie Protection:' A. If the module considered does not include any portion of the dripboard, use only the maximum frypot area and max- imum dimension listed in the first column of the table to select the correct nozzle B If the module considered includes any dripboard areas,use both the maximum frypot area and dimension listed in the first column of the table,and the maximum overall area and dimensions listed in the second column of the table to select the correct nozzle. 3 None of the maximum dimensions in either column may be exceeded if either the maximum frypot or the overall sizes are exceeded,the area divided into modules will need to be rede- fined with the possibility of an additional nozzle. Options For Modularizing Fryers ►The following Figure 20 shows approved methods of dividing(mod- ARea oF encH FRv aoT Moou�E ularizing)fryers so that each section can be properiy protected CANNOT EXCEED 324 SQ.IN.(2090 sq.cm.) EACH MODULAR AREA,INCLUDING DRIPBOARD, fvtUST NOT EXCEED 497 SQ.IN.{3207 sq.cm) AREA OF EACH FRY I I � POT MODULE CANNOT EXCEED � � 324 SQ.IN. � MIDPOINT I MIDPOINT ��o� (2090 sq.cm.) I 1 -a. I .{- I � AREA OF THIS � � � � � MODULE(FRY � I � POT PLUS DRIP I I BOARD)CANNOT I ' EXCEED DRIP BOARD DRIP BOARD DRIP BOARD 497 SQ.IN. oo2zss EXAMPLE ONLY 000zin EXAMPLE ONLY 000zts FRYER WITHOUT DRIPBOARD EXAMPLE ONLY FRYER WITH DRIPBOARD FRYER WITH DRIPBOARD s FIGURE 20 , � . SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-11 10-1-02 REV 6 Fryer—Multiple Nozzle Protection (Continued} Maximum Area Dimension—Multiple Noule Fryer Protection Max.Size IVlodule Max.Size Module Overall Type of Nozzle Height Nozzle ' Frypot Only With Dripboard"` Nozzle Above Top of Fryer Location � 21 in.x 210 in.2 21 in.x 294 in 2 230 27 in.to 47 in. See Figure 21 (53 cm x.14 m2) (53 cm x.19 m2) (69 cm to 119 cm} ► 21 in.x 210 in.2 21 in.x 294 in.z 245 20 in.to 27 in. See Figure 21 (53 cm x .14 mz) (53 cm x .19 m2) (51 to 69 cm) ' 25 3/8 x 370.5 in2 25 3/8 x 495 in2 290 13 in.to 16 in. See Figure 22 (65 cm x .24 mz) (65 cm x .32 m2) (33 to 41 cm) ' 25 318 x 370.5 in2 25 3/8 x 495 inz 3N See Figure 23 See Figure 23 (65 cm x.24 m2) (65 cm x 0.32 m2) ' 27 5/8 x 324 in.z 27 5/8 x 497 in2 3N 25 in.to 35 in. See Figure 24 (70 cm x .21 m2) (70 cm x.32 mz) (64 cm to 89 cm) ' *These limitations also appiy to tilt skilleUbraising pans. / \ '� -� 34 IN.(86 cm)MAXIMUM DIAGONAL F��''�'� fi�� -'"•` / �� DISTANCE BETNEEN NOZZLE � �� i � ��` ~�` \ i � �,� � AND CENTER OF �.^�G` I I �I / � I � � � � I �E�� /"� HAZARD AREA _ ,,�` � �. I � I j �`Y' � I I � ��' i/ / �\�lyi I I � � � � I I j � h�� / y � 21 in.(53 cm) � I �T�'� �1 j i i I I � � � � �� j MINIA9UM �� I � I I � � � � � � VERTICAL � �� I � I I � NOZZLE ; � i I � � I I I � � i HEIGHT � � � I � i �� f � I � i �� i � ' � i i T� I ` � i ��._ J L � �� '� i � ��'� ' � � �� yi �y� � FRYER WITHOUT DRIP80ARD FRYER WITH DRIPBOARD FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD 3N NOZZLE TIP MUST BE POSITIONED ANYWHERE ALONG OR WITHIN THE PERI- 000z�a 000zia METER OF THE MODULAR IT IS PROTECTING AND AIMED AT THE MIDPOINT OF THAT POSITION NOZZLE TIP ANYWHERE ALONG OR WITHIN THE PERIMETER OF THE MOD- RESPECTIVE MODULE AREA. ULE IT IS PROTECTING AND AIM ATTHE MIDPOINT OF TNAT MODULAR AREA. � FIGURE 23 � FIGURE 21 ��9 ��'�- ,--r�, ��i� ,�ti'� � `�� `T��, AIM POINT � i � i � Y'� � � ��. -'I (DIAGONAL � �� ''`�/` i � I I � AIM POINT(DIAGONAL I I j I Y' j CENTER OF ��I � F�� ',I I i � j � i CENTER OF MODULE j I � i i i MODULE i 7`' � i � � � � � � � � I COOKING AREA) � � i i j COOKING � I I � ` �!' � � I i � I I I � � � i � AREA) � I I � � � � I I I � � I I � i I � � i I I I i i RIGHT-TO-LEFT I � i � � RIGHT-TO- � � � � �i � �� i � CENTERI.INE I � � � � LEFT �� i � i�� I i � CENTER- � _ _ � � �T� � � , - - .yJ i LINE i ' .J i �{_ � � i � i \ �� .i.- `-�-' � ,y, � FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD 290 NOZZLE TIP POSITIONED OVER THE MIDPOINT OF THE RESPEGTIVE MODULAR THE 3N NOZZLE TIP MUST BE POSITIONED ANYWHERE ALONG OR WITHIN THE PERI- AREA t 3 IN.(7.6 cm)FROM THE MIDPOINT A�ONG THE LONGEST SIDE OF THE MOD- METER AND FORWARD OF THE RIGHT-TO-LEFT CENTERLINE OF THE COOKING AREA. ULE AND±1 IN.(2.5 cm)FROM THE MIDPOINT ALONG THE SHORTEST SIDE OF THE THE AIMING POINT OF THE NOZZLE MUST BE AT THE DIAGONAL CENTER OF THE MODULE AND AIMED ATTHE MIDPOINT OF THE MODULE. MODULAR COOKING AREA. � FIGURE 22 . 6ozz9� FIGURE 24 002293 7 � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-12 REV.5 10-1-02 Multiple Nozzle Fryer Protection—Tilt Skillet!Braising Pan Protection for tilt skillets or braising pans is to be based upon the coverage limitations provided for deep fat fryer protection.Refer to ' ►Section IV, DESIGN, starting on Page 4-10, for maximum fryer nozzle coverages and maximum fryer nozzle height limitations. Although the maximum 6 sq.ft.total surface cooking area require- ment applies to fryer protection, it does not apply to tilt skillets or braising pans. Each tilt skillet/braising pan protected module must not exceed the fryer limitations for"MAXIMUM SIZE MODULE OVERALL WITH DRIPBOARD"coverage per nozzle as described in Table on Page ►4-11. Tilt skillets and braising pans generally utilize a hinged cover Fryer protection nozzles are to be placed toward the front of the appli- ance to minimize the potential for the tilt skillet or braising pan >cover to interfere with the nozzle discharge See Figure 25 COVER MUST NOT INTERFERE WITH NOZZLE DISCHARGE O i � D % , % � / /� � j , � i / % � � oaoai� THE NOZZLE IS TO BE PLACED TOWARD THE FRONT OF THE APPLIANCE TO MINIMIZE THE POTENTIAL FOR THE SKILLET OR BRAISING PAN COVER TO INTERFERE WITH THE NOZZLE DISCHARGE. COVER MUST NOT i'j INTERFERE WITH EDGE i/I OF DISCHARGE PATTERN �� i / j i� I � I �� / � FOR MINIMUM �� j AND MAXIMUM � I NOZZLE / / � HEIGHTS,REFER i j � TO FRYER / I NOZZLE i� � PARAMETERS I i/ / � i � I� o0oo7i FRYER NOZZLE USED FOR TILT SKILLET OR BRAISING PAN PROTECTION MUST BE POSITIONED NEAR THE FRONT EDGE OF THE PqN AND AIMED AT THE FRONTTO BACK CENTERLINE OF THE PAN.THE DISCHARGE FROM THE NOZZLE(S)MUST COMPLETELY CLEAR THE PAN COVER WITH AN UNOBSTRUCTED VIEW TO THE BACK OF THE PAN. � FIGURE 25 SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-13 : 10-1-02 REV 4 Range Protection 1-Flow Nozzle ►When this type of hazard is equipped with a back shelf located �The R-102 system uses five different nozzles for the protection of above the range top, two protection options are available One ranges. One of the design options requires a one-flow nozzle and requires a 1 F nozzle, Part No. 419333, and the other option three of the design options require two-flow nozzles. requires a 260 nozzle, Part No.419341 NOTICE Option 1: 1 F Nozzle.When using the 1 F nozzle for range protec- A 13 in.(33 cm)diameter wok pan is the largest tion with back shelf,the maximum length of the burner wok size that can be protected on ranges. grates being protected must not exceed 28 in. (71 cm) ' When protecting hot top ranges, the entire and the maximum area of the burner grates must not ' cooking surface must be protected exceed 336 sq.in.{2168 sq cm).See Figure 27 for noz- zle location details. Range Protection (1-Flow Noule) 1FNOZZLE "Single and multiple burner ranges can be protected using a IN SHELF CAN OVERHANG BURNER(S) �nozzle, Part No.419335.The nozzle tip is stamped with IN, If1CIl- BY A MAXIMUM OF 11 IN.(28 cm) cating that this is a one-flow nozzle and must be counted as one I fiow number ' When using this nozzle for range protection,the maximum length � zo li�. ►of the burner grates being protected with a single nozzle must not AIM (51 cm) 40-48 IN. btINIMUM exceed 32 in.(81 cm)and the maximum area of the burner grates c�o2-izz�m� I POINT must not exceed 384 sq in.(2477 sq cm)per nozzle. � When protecting a range, the 1 N nozzle must be located a maxi- � mum of 10 in. {25 4 cm) from each burner grate centerline and must be aimed at the center of the cooking surface See Figure 26 � ,/14 IN. G (35.6 cm) 121N. ., r141N. MAXIMUM � (30.5 cm) FRONTTO REAR (35.6 cm) � � � MAXIMUM CENTERLINE MAXIMUM / 1F NOZZLE LOCATED OVER FRONT EDGE OF BURNER GRATE AND ORIENTED I � SO NOZZLE TIP FLATS ARE PARALLEL WITH BURNER GRATE FRONT TO REAR CENTERLINE AND SHALL BE AIMED AT THE CENTER OF THE COOKING SURFACE. ao iN. �— -�— —/-� FIGURE 27 (102 cm) t ` / � OD0238 I ` Option 2: 260 Nozzle�When using the 260 nozzle for range pro- tection with back shelf, the maximum length of burner �is�m� \ ti � � grates being protected must not exceed 32 in (81 cm) � � and the maximum area of the burner grates must not exceed 384 sq in.(2477 sq cm) Nozzie must be locat- ed on the front edge of the burner grates and aimed at a point 10 in. (25 cm)from the back edge of the burn- er grates. Nozzle must be mounted 30 to 40 in (76 to � ooss,9 102 cm)above the hazard surface.See Figure 28. 260 NOZZLE SHELF CAN OVERHANG BURNER(S) 10 IN. BY A MAXIMUM OF 11 IN.(28 cm) (25 cm) // MAXIMUM � � / � � 32 IN. � 20 IN. (81 cm) 30-40 IN. � (51 cm) �N MAXIMUM MINIMUM NOZZLE (76-102 cm) ! � AIMING I � \ POINT i� 10 IN. 10 IN. M�M)UM I �(25 cm}FROM BACK OF BURNER ooesao GRATES • FIGURE 28 000zasa � FIGURE 26 I SECTION IV — SYSTEM DES(GN UL EX.3470 ULC CEx747 Page 4-14 FZEV.5 90-1-Q2 Range Protection 2-Flaw Nozzle COOKING High Proximity Application {2-Ftow Rlazzle): 40 in. ta 5Q in. ARaa (102 cm to 127 cm)abave the cooking surface. ►This high proximity applicatiar� uses the 245 nazzle, Part No. 1 419340 � � T The nozzle tip is stamped with 245 indicating this is a two-#low cooKiNG nozzle an8 must be counted as two flaw numbers. 2d5 Nazz�Ej�P � AREA LOCA71dN CENTER OF � � One 245 nnzzle will protect a maximum cooking area of 672 sq.in. cooKiNc suR�ace 4335 s cm with a maximum lon est dimension of 28 in.t71 cm °R � C�• � g 1 �. t'{3/8 IN.{29 cm} When usin this nozzle for ran e rotectian, the nozzle must tv1AXIMUM FROM g g P CENTERLINE OF NOZZLE be pointed vertically down and positioned as shown in Figures ro c��TeR oF ar�v '29 and 30. ► BURNER GRATE 245 NOZZLE TIP�4CATlON CENTERLINE OF C06KING SURFACE CQ4KING AREA I i�� ( COOKING � 501N. 245 NOZZLETIP � AREA ---t- {127 cm) LOCATION CENTER OF � � � � tv3AXIMUM COCtKING Sl3RFACE HEIGHT OR OF 245 11 3!8 IN.(29 cm) ( E � Nf7ZZLE MAXIMUM FROM � TIP CENTER�IFlE t7F NOZZl.E I TO CENTER OF ANY oomss i 40 IN. � BURN�R GRATE ' {102 cm} � �M{r�in�un� ► FIGLIFtE 30 ' I I HEIGHT !dF 245 � � NOZZLE � I TIP � � T t�'�' ooazas 0 Q � � � . F1Glli2E 29 NOTICE ► Four burner grates shown in Figure 30.fior sin- ► gle or double burner grates, locate nazzle at center of coaking surFace or 11 3I8 in. {29 cm) maximum from naule centeriine to center of ► any burner grate. � , SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-15 10-1-02 REV 4 Range Protection 2-Flow Nozzle � ' Medium Proximity Application (2-Flow Nozzle): 30 in.to 40 in. cooKiNc (76 cm to 102 cm)above the cooking surface. AREA The medium proximity appiication uses the 260 nozzle, Part No. - 419341. The nozzle tip is stamped with 260 indicating this is a two-flow � � � nozzle and must be counted as two flow numbers. � COOKING ►One 260 nozzle will protect a cooking area of 768 sq Ifl. AREA il ►(4955 sq.cm)with a maximum dimension of 32 in. 81 cm . � � � � 260 NOZZLE TIP When using this nozzle for range protection, the nozzle must OF COOKING NTER be pointed vertically down and positioned as shown in Figures suRFncE '31 and 32. ► oR 10 IN.(25.4 cm) MAXIMUM FROM CENTERLINE OF NOZZLE TO 260 NOZZLE TIP LOCATION CENTER OF ANY CENTERLINE OF COOKING SURFACE ► BURNER GRATE COOKING AREA I � 260 NOZZLE TIP � � ! LOCATION CENTER ` OF COOKING COOKING � �— (02 cm) SURFACE � AREA - I MAXIMUM � OR � � ( HEIGHT 10 IN.(25.4 cm) I OF 260 MAXIMUb1 FROM I ' I TIP�LE CENTERLINE OF NOZZLE TO � CENTER OF ANY ► BURNER GRATE FIGURE 32 1 I 30 IN. oomas I (�s�m� �MINIMUM NOTICE i � I I�FIZ6�T ► Four burner grates shown in Figure 32.For sin- � I NOZZLE ' gle or double burner grates, locate nozzle at ` I I TIP center of cooking surface � ' 1 1 000236 O O � O � FIGURE 31 � SECTION IV - SYSTEiVI DESIGN ' UL EX.3470 ULC CEx747 Page 4-16 REV 5 10-1-02 Range Protection 2-Flow Nozzle Low Proximity Application (2-Flow FJozzle): 15 in. to 20 in. cooKiNc LONGITUDINAL (38 cm to 51 cm)above the cooking surface. nRen —� CENTERLINE The low proximity application requires two (2) 290 nozzles, Part No.419342. The nozzle tip is stamped with 290 indicating this is a two flow noz- � � zle and must be counted as two flow numbers. cooKirvc � AREA Two (2) 290 nozzles will protect a cooking area of 1008 sq, in (6503 sq cm)with a maximum dimension of 36 in.(91 cm). When using two of these nozzles for low proximity range protec- tion, the nozzles must be positioned along the cooking surFace 290NOZZLETIP perimeter to 1 5 in. (3 8 cm) inside the perimeter, and aimed at a ` .- —► LOCATION CENTER OF 45° angle along the longitudinal centerline of the range See �� COOKING SURFACE ►Figures 33 and 34 290 NOZZLE IP LOCATION t 2 IN.(5 cm) 0-1.5 IN.(3.8 cm)IN FROM EDGE 000zs9 290 NOZZLE TIP OF COOKING SURFACE ~ LOCATION 0—1.5 IN. ~ (0—3.8 cm) IN FROM EDGE OF COOKING 45° COOKING SURFACE 45° ~—AREA � I I } 000zao 201N. I I � � 201N. � (51 cm) � � (51 cm) MAXIMUM I I j � MAXIMUM AROAING 15 IN.(38 cm) � � � �15 IN.(38 cm) — — --r MINIMUM I I � �MINIMUM � � � ! O O O O O O 290NOZZLETIP �� --� LOCATION CENTER OF COOKING SURFACE t 2 IN.(5 cm) FIGURE 33 Z90 NOZZLE TIP LOCATION � 0-1.5 IN.(3.8 cm)IN FROM EDGE O(12276 OF COOKING SURFACE ` FIGURE 34 > > , SECTION IV – SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-17 - . 10-1-02 REV.5 Griddle Protection 1-Flow Nozzle The R-102 system uses four different nozzles for the protection of � griddies. One of the applications requires a 1-flow nozzle and three of the applications require a 2-flow nozzle � � NOZZLE LOCATION t i j D-21N.(0-5cm) � � High Proximity Application:35 in.to 40 in. 89 to 102 cm above y� � INSIDE PERIMETER � ao iN. � � OF COOKING SURFACE I � (102 cm) the cooking surface. j i ' � � MAXIMUtv1 This high proximity application uses the 1N nozzle, Part No. � � � j � pFI�NT 419335. � � / I� NOZZLE TIP The nozzle tip is stamped with 1 N indicating this is a one-flow noz- � � � �� 35 IN.(89 cm) zle and must be counted as one flow number i � j i � HEI HTM EDGE I I � � OF 1N One 1N nozzle will protect a maximum cooking area of 1080 sq �F—�� NOZZLETIP in.(6968 sq cm)with the maximum lon est side of 36 in 91 cm COOKING I I I I 9 � � SURFACE I I I I + When using this nozzle for griddle protection, the nozzie must be positioned along the cooking surface pe�imeter to a maximum of 2 in. (5 cm) inside the perimeter, and aimed to the midpoint of the ►cooking surface.See Figure 35 and 36. NOTICE ► FIGURE 36 When using this type of griddle protection, only ��o,i 5 flow numbers are allowed on a 1.5 gallon sys- tem and only 11 flow numbers are allowed on a 3 gallon system. �---------''''7 MIDPOINT OF 1 � COOKING SURFACE I � � --�-^� I � � I � ' L__.------�—1 1N NOZZLE LOCATED ALONG COOKING SURFACE EDGE ANY SIDE OF GRIDDLE SURFACE WITHIN 0—2 IN.(0—5 cm)OF COOKING SURFACE EDGE.NOZZLE MUST BE AIMED AT MIDPOINT OF COOKING SURFACE. ' FIGURE 35 000za, , SECTION IV — SVSTEM DESIGN ' UL EX.3470 ULC CEx747 Page 4-18 REV.5 10-1-02 Griddie Protection 2-Flow Noule Option 1 —Nozzle Center Located COOKING f—AREA ~ High Proximity Application: 30 in. to 50 in. (76 cm to 127 cm) NOZZLE 'I IN.(2 cm) above the cooking surface. �ocATioN MAXIMUM This high proximity application uses the 290 nozzle, Part No. 419342. The nozzle tip is stamped with 290 indicating this is a 2-flow noz- t zle and must be counted as two flow numbers. I One 290 nozzle will protect a maximum cooking area of 720 sq in. f i COOKING (9290 sq cm)with a maximum dimension of 30 in.(76 cm). �_� AREA When using this nozzle for high proximity applications, the nozzle must be positioned within 1 in.(2.5 cm) of the center of the cook- �i".�z°m� MAXIMUM ►ing surface and pointed vertically down.See Figure 38 and 37. CENTER LINE OF GRIDDLE CENTER OF GRIDDLE SURFACE OR A SURFACE t 1 IN.(2 cm)IN MAXIMUM DIMENSION OF 20.6 IN. � ANY DIRECTION (52 cm)FROM NOZZLE CENTERLINE TO � � FURTHEST CORNER OF GRIDDLE � I � � FIGURE 38 i � 501N. 000n3 � I (127 cm) I � HEIGIHTM I � OF 290 i ' } NOZZLE TIP � I � � 301N. I � I (76 cm) I ' MINIMUM HEIGHT � i OF 290 � NOZZLE I � TIP � � " FIGURE 37 000zaa , � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-19 10-1-02 REV 3 2-Flow Griddle Protection(Continued) Option 2—Nozzle Perimeter Located � � - - / COOKING AREA High Proximity Application: 30 in. to 50 in (76 cm to 127 cm) above the cooking surface. This high proximity appiication uses the 260 nozzle, Part No �— � -� 419341 1 MIDPOINT OF 1 COOKING SURFACE The nozzle tip is stamped with 260 indicating this is a two-flow i �� i nozzle and must be counted as two flow numbers. ( COOKING AREA One 260 nozzle will protect a maximum cooking area of 1440 sq I AIM POINT � in.(9290 sq cm)with a maximum dimension of 48 in (122 cm). ��' � I When using this nozzle for griddle protection, the nozzle must be L -------�—� + positioned along the cooking surface perimeter to 2 in (5 1 cm) inside perimeter, and aimed at the center of the cooking ►surface.See Figure 39 and 40 260 NOZZLE LOCATED ALONG COOKING SURFACE EDGE ANY SIDE OF GRIDDLE SURFACE WITHIN 0—2 IN.(0—5 cm)OF COOKING SURFACE EDGE.NOZZLE � � NOZZLE LOCATION MUST BE AIMED AT MIDPOINT OF � j 0—2 IN.(0—5 cm) � � � COOKING SURFACE. INSIDE PERIMETER I 50 IN. • FIGURE 40 �i i+ OF COOKING SURFACE � � (1z7�m o�e2G I � ' I � MAXIMUM I I � � HEIGHT � OF 260 I I / I � 1 NOZZLE TIP � � i � I 30 IN.(76 cm) � � j I MINIMUM EDGE I I j I HEIGHT OF---►� � I I OF 260 COOKING � I � i � NOZZLETIP SURFACE I I I I 000x.aa � FIGURE 39 U002a3 I ! � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-20 REV 4 10-1-02 2-Flow Griddle Protection (Continued) Option 2—Plozzle Perimeter Located (Continued) Medium Proximity Application: 20 in.to 30 in.(51 cm to 76 cm) above the cooking surface The medium proximity application uses the 290 nozzle, Part No. 419342. The nozzle tip is stamped with 290 indic�ting this is a two-flow nozzle and must be counted as two flow numbers. One 290 nozzle wiil protect a maximum cooking area of 1440 sq in (9290 sq.cm)with a maximum dimension of 48 in.(122 cm). When using this nozzle for griddle protection, the nozzle must be positioned along the perimeter to 2 in. (51 cm) inside perimeter, and aimed at the center of the cooking surface. See 'Figure 41 and 42. ► � '�'— COOKING AREA r 4 CENTER OF � i COOKING SURFACE 1 � � , I� �I_� i COOKING I �/T I AREA �f AIM POI T i L--------�J 290 NOZZLE LOCATED ALONG COOKING SURFACE EDGE ANY SIDE OF GRIDDLE SURFACE WITHIN 0—2 IN.(0—5 cm)OF COOKING SURFACE EDGE.NOZZLE MUST BE AIMED AT CENTER OF � COOKING SURFACE. FIGURE 4'I 000zai � � NOZZLE LOCATION y� � i 0-21N.(0-5cm) y�/� � INSIDE PERIMETER /; 1 30 IN. —►� V-- OF COOKING SURFACE /I � (76 cm) � � ' I � MAXIMUM � � � � HEIGHT � � OF 290 i i / I I � NOZZLE TIP � � � � I 20 IN.(51 cm) I I j � 1 MINIMUM � � HEIGHT I I � � OF 290 I I � � NOZZLE TIP � � II EDGE OF COOKING SURFACE ' FIGURE 42 onotas i i , SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-21 � 10-1-02 REV 3 2-Flow Griddle Protection (Continued) Option 2—Nozzle Perimeter Located (Continued) _ - Low Proximity Application: 10 in. to 20 in. (25 cm to 51 cm) above the cooking surFace The low proximity application uses the 2120 nozzle, Part No 419343 The nozzle tip is stamped with 2120 indicating this is a two-flow nozzle and must be counted as two flow numbers. One 2120 nozzle will protect a maximum cooking area of 1440 sq in (9290 sq cm) with a maximum dimension of 48 in. (122 cm) When using this noule for griddle protection, the nozzle must be positioned along the perimeter to 2 in.(5 1 cm) inside perime- ter, and aimed at the center of the cooking surface. See Figure '43 and 44. � � NOZZLE LOCATION � j 0-21N.(0-5cm) � I � ► INSIDE PERIMETER � 20 IN. --►I V-- OF COOKING SURFACE � � (51 cm) I � � � � MAXIMUM I � / I OFI2 20 I I / I � � NOZZLE TIP i I� / � � I 10 IN.(25 cm) j � I MINIMUM I I � I HEIGHT i i / � i OF 2120 � NOZZLETIP li j � 000213 EDGE OF COOKING SURFACE ' FIGURE 43 000243 �— COOKING AREA r t CENTER OF � I COOKING SURFACE I � ,(/ I �i � COOKING i �/ I AREA ��-- AIM POI T i L________�J 1 2120 NOZZLE LOCATED ALONG COOKING SURFACE EDGE ANY SIDE OF GRIDDLE SURFACE WITHIN 0-2 IN.(0—5 cm)OF COOKING SURFACE EDGE.NOZZLE MUST BE AIMED AT CENTER OF COOKING SURFACE. ' FIGURE 44 000za, ' � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-22 REV 3 10-1-02 Chain Broiler Protection The R-102 system uses two 1 N Nozzles (Part No. 419335) for Overhead Chain Broiler Protection chain broiler protection.The nozzle tip is stamped 1 N, indicating The R-102 system uses two 1 W Nozzles (Part No. 419336) for that fhis is a one-flow nozzle and must be counted as one flow overhead chain broiler protection.The nozzle tip is stamped with � number(total of two flow numbers for each chain broiler being pro- 1 W, indicating that this is a one-flow nozzle and must be counted tected) as one flow number Two 1 N nozzles are always needed for chain broiler protection Overhead protection is only available for chain broilers with when the hazard area to be protected does not meet the exhaust opening dimensions that are not less than 60% of the "Overhead Broiler Protection" requirements.The maximum inter- internal broiler length and not less than 60%of the internal broiler nal size of the broiler is 43 x 31 in (109 cm x 79 cm).The nozzles ,�,idth,to a minimum size of 12 in.x 12 in.(30.5 x 30.5 cm) Internal must be positioned at each end of the enclosed cooking chamber broiler size can not be larger than 32 in x 34 in.(81 x 86 cm) 1 to 3 in (2.5 to 7 5 cm}above the surface of the chain and a max- imum distance of 4 in.(10 cm)away from the broiler opening The When overhead protection is used, the nozzles must be centered nozzles may be mounted at either corner as long as they are at above the exhaust opening within 4 to 8 in. (10 to 20 cm)of each opposite ends of the chain broiler and positioned to discharge other and they must be located 10 to 26 in. (25 to 66 cm) above ►diagonally across the top of the chain.See Figures 45 and 46 •the top of the broiler surface.See Figure 47 � 4-8�(10-20 cm) i` �� p�p / � ` ��61N. —�-�-1__ � (25-66 cm) i'. . / �/` * f /�-' %� �l �r 12 IN.(30.5 cm) � MINIMUM 12 IN.(30.5 cm) MINIMUM 000245 MAXIMUM INTERNAL BROILER SIZE � 32 X 34 IN. (81 x 86 cm) ' FIGURE 47 � 000zas The nozzles may vary in position as long as they are evenly � spaced from the exhaust center and are always 180° opposite of each other.If the opening is not square,the nozzles must be posi- �-3�". tioned alon the centerline, arallel to the lon est side of the o en- (2.5-7.e cm) 9 P 9 P ►ing See Figure 48. � 000z<s FIGURE 45 �� .�-��. + � �—�'' TOP VIE�Y TOP VIEW ► FIGURE 48 000249 MAXIMUM INTERNAL • BROILER SIZE 43 X 31 IN. (109 X 79 cm) ► FIGURE 46 000zai � � SEGTION IV — SYSTEM DESIGN � UL EX.3470 ULC CEx747 Page 4-23 10-1-02 REV.S � Overhead Chain Broiler Protection (Continued) -', Example No. 1 — Internal broiler size is 24 in. long x 20 in.wide UprighUSalamander Broiler Protection (61 x 59 cm}, with an apening of 16 in. x 16 in. The R-102 system uses two 1/2N Nozzles(Part No.419334)for all (44.6 x 40 6 cm). uprighf/salamander braiier protection.The nozz(e tip is stamped To dstermine minimum opening size, rrfuitiply the 1J2N, indicating that this is a half-flow nozzle.A pair of these noz- internal length and the internal width by 0 6� zles will equal one flow numbsr Length of opening—24 in.x 0 6= 14 4 in. Two 1f2N nozzles will protect a maximum hazard area (internal (61 cm x 0 6=36.6 cm) broiler chamber)of 30 in.x 32.5 in (76 cm x 82.5 cm).These noz- Width of opening—20 in.x 0.6= 12.0 in zies must always be used in pairs on an upright/salamander broil- (51 cm x 0.6 =30.5 cm} er Ocse nazzie must be pasitioned above the grafe and pointed at the back opposite corner of the broiler chamber The second noz- The minimum allowab(e opening for overhead protec- zle must be pointed down inta the center of the drip pan through tion would be 14 4 in.x 12.Q in.(36.6 x 30 5 cm}. ►f�e open s(ot.See Figure 49 This exarrspie wauld be acceptabfe for averhead pro- � �yp��. ff inetal blow-off caps are required for upright brailer or tection. salamander broiler pratecEion, use (2} twa IN nozzles, Part No. Example Na.2— Internal broiler size is 30 in. long x 24 in.wide ►56930, instead of 1/2N nozzles. (76 x 61 cm) with an opening of 22 in x 12 in (56 x 30 cm}. sa�nnaftNOER aRo��E€� To defermine minimum opening size,multiply interna( length and interna!width by Q 6� Length af opening—30 in.x 0.6= 18.0 in. (76cmx0.6=457cm) Width of apening—24 in,x 0.6= 14 4 in. (61 cmx06=366cm) Minimum allowable apening for overhead protection would be 18 in.x 14 4 in.(45.7 x 36.6 cm}. Because this broiler has an opening of 22 in.x 12 in., the 12 in.width is belaw the minimum ailowable cai- culated dimension of 14.4 in.(36.6 cm)and therefare would not be acceptab►e for overhead protectian. 060251 UPRIGHT BROILER BROILER CHAMBER L_=_.:_'-� � � dRIP '^� 1 PAN �----� FRONT VIEW SIDE VIEW o�p252 ► FtGUf2E 49 SECTION IV — SYSTEM DESIGN , UL EX.3470 ULC CEx747 Page 4-24 REV 5 10-1-02 Electric Char-Broiler Protection Gas-Radiant Char-Broiler Protection The R-102 system uses the 1 N nozzle for the protection of electric The R-102 system uses the 1 N nozzle, (Part No.419335)for gas- char-broilers.The maximum length of the hazard can be no longer radiant char-broiler protection than 34 in.(86 cm)and the total cooking area must not exceed 680 The nozzle tip on the 1 N nozzle is stamped with a 1 N, indicating sq in.(4388 sq.cm). that this is a one-flow nozzle and must be counted as one flow 1.fdozale Location:20 to 50 in.(51 to 127 cm)above the grate number surface One IN nozzle wiil protect a hazard with a maximum length of The 1 N Nozzle (Part No. 419335) is used for electric char- 36 in. (91 cm) and a total cooking area which does not exceed broiler applications.The nozzle tip is stamped with 1 N, indi- 864 sq in. (5574 sq cm).The nozzle tip must be located 15 to cating that this is a one-fiow noule and must be counted as 40 in. (38 to 102 cm) above the hazard surface.When using this one f�ow number, nozzle for gas-radiant char-broiler protection, the nozzie must be When using this nozzle for electric char-broiler protection,the Positioned anywhere along or within the perimeter of the maximum nozzle must be positioned anywhere along or within the cooking area and shall be aimed at the center of the cooking sur- perimeter of the maximum cooking area and shall be aimed at 'face See Figure 51 ► the center of the cooking surface See Figure 50. cooKiN� � AREA COOKING � AREA ��COOKING �,/ AREA i�� i � �� F� i ��, ti I �� I � COOKING I �� AREA � � �\ �� I ��i i 000zss � � I I I $ I � j � � � � Ii I I � � ao w. � � � I � (102 cm) � � I � � i I MAXIMUM � �� ,�Q� I � � I , � �' 15 IN.(38 cm) � � i MINIMUM I 000zs� 000253 � FIGURE 51 � � I I � , � I � � � 501N. � (127 cm) I I MAXIMUM � A � 'v' � � , � - � � � , , 2��N. � \ � + (51 cm) ' I MINIMUM aoozsa ► FIGURE 50 � ' - SECTION IV — SYSTEM DESIGN � UL EX.3470 ULC CEx747 Page 4-25 1Q-1-Q2 REV 6 Lava Rock(Ceramic)Char-Broiler Protection The R-102 system uses #he 1 N Nazzie (Part No. 419335) for aii Natural Charcoat Broiler Pratection lava rock char-brailer protection."Fhe nozzle tip is stamped with The R-1�2 system uses the 1N Nozzle (Part No.419335) for all 1 N, indicating that this is a one-flow nozzle and must be counted natural charcoal broiler pratection.The nozzle tip is stamped with as one flow number 1 N ind'acating that this is a one-flaw nozzle and must be counted One 1 N nozzle will protect a hazard which has a maximum length as one flow number pf 24 in,(61 cm)and a totai caoking area which does nai excesd (�ne 1 N nazzle will protect a hazard area which has a maximum 312 sq.in.(2013 sq.cm).The naule tip must be lacated 18 ta 35 length of 24 in. (61 cm) and a total cooking area which does not in.(46 to 89 cm}above the hazard surface.When using this noz- �xceed 288 sq in. {185$ sq�cm).The nozzle tip must be located zle for lava rock(ceramic}char-broiler protection,the nozzle must 18 to 40 in (46 to 1Q2 cm)above the hazard surface When using - be pasitioned anywhere along or within the perimeter of the max- this nozzle for naYural charcoal brailer pratection,the nozzle must ►imum cooking area and ang�ed to the center.See Figure 52. �ye pflsitioned anywhere along or within the perimeter of the max- imum cooking area and aimed at the center of the coaking surface, COOKtNG ► See Figure 53 AREA .� COOKING ,� AREA The coverage of such appliances only applies when the depth of i ��„�� .� the charcoal does not exceed 4 in (10 cm} � 1 `�� j 1 ; `�"�i `\� AftE�,NG .��AROAING � ��`\ ! ''� i �� r"!^� I � � �r � �� t � ! i � � `� � � � i � `�� -'`� I � � I � � i ► � � ! I i �'��i � � � i � ! � � � I � ! I I I I ! I I \, OOD259 � nooze� ( � � 't , / i 351N. (89 cm) � I � MAXIMUM � , ! I r) ti � , , / ( 401N. � ( � � (102 cm) � ' ( 3 MAXIMUM � � � f { 181N. � i � � � � (46 cm) � I 1 ) M(N((v1UM 1 � � j � � � �a iN. I I 4 IN.(fo cm} j k �90259 MAXiMUM � � � � f � (d6 cm) DEPTH ' i J MINIh3UM � � E i 000zs9 ► FlGURE 52 ► FIGURE 53 SECTION IV — SYSTEM DESIGN � UL EX.3470 ULC CEx747 Page 4-26 REV.5 10-1-02 Alternate Ceramic/Natural Charcoal Char-broiler Protection ►Wood Fueled Char-Broiler Protection The R-102 system may also use the 3N nozzle (Part No.419338) The R-102 system uses the 3N Nozzle (Part No. 419338) for for all ceramic(lava rock)and natural charcoal char-broiler protec- mesquite char-broiler protection The nozzle tip is stamped with 3N tion.The noule tip is stamped with 3N, indicating that this is a indicating that this is a three-flow nozzle and must be counted as three-flow nozzle and must be counted as three flow numbers. three flow numbers. One 3N nozzle will protect a hazard which has a maximum length One 3N noule will protect a hazard which has a maximum length of 30 in. (76 cm) and a total cooking area which does not exceed of 30 in. (76 cm)and a total cooking area which does not exceed 720 sq in. (4645 sq cm) The nozzle tip must be located 14 to 720 sq in (4645 sq cm).The nozzle tip must be located 14 to 40 in. (36 to 102 cm) above the hazard surface.The noule must 40 in. (36 to 102 cm)above the hazard surface.The nozzle must be positioned anywhere along or within the perimeter of the max- be positioned anywhere along or within the perimeter of the max- ►imum cooking area and angled to the center See Figure 54 imum cooking area and aimed at the center of the cooking surface. I For natural charcoal char-boiler protection, this coverage oniy ' See Figure 55. applies when the depth of the charcoal does not exceed 4 in. ► Mesquite logs and pieces,no largerthan 4 in.(10 cm)in diameter, (10 cm). may be protected with a maximum allowable wood depth of 6 in. COOKING � (15 cm) AREA COOKING AREA COOKING AREA � COOKING ��I�� I AREA � / I \\ / � � � �� i i \\\ I Y �/ � jC ��\ �� I I � IY � � � � � � I I I I I � � I � � i � � � � i i i I I � I I i � � I oaozso 000zso � � �� ` � / � 40 IN. I � r� � I � MAXIMUM � � i 401N. ' � / ' I I (102 cm) i I I MAXIMUM � � � � I � � � 4 IN.(10 cm) I � I � I 14 IN.� � � � MAXIMUM � � � (36 cm) 6 IN.(15 cm) � � 14 IN. DEPTH I � ) MINIMUM MAXIMUM � � � � I (36 cm) I I DEPTH � 1 � J MINIMUM I j � � 000zss � � 000259 ' FIGURE 54 � FIGURE 55 , � SECTION IV – SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-27 10-1-02 REV 4 Wok Protection 2. A 1 N Nozzle,Part No.419335,will protect a wok 11 in.(28 cm) The R-102 system uses two different nozzles for the protection of minimum diameter up to 24 in (61 cm) maximum diameter. woks. The wok depth must be no less than 3 in. (8 cm) and no greater than 6 in (15 cm) The nozzle tip is stamped with 1 N 1 A 260 nozzle, Part No. 419341, will protect a wok 14 in. indicating that this a one-flow nozzle and must be counted as (36 cm) minimum diameter up to 30 in. (76 cm) maximum one flow number When using this nozzle, the nozzle must be diameter The wok depth must be no less than 3.75 in positioned anywhere along or within the perimeter of the wok, (9.5 cm)and no greater than 8 in.(20 cm), aimed at the center, 30 in.to 40 in (76 to 102 cm)above the The nozzle tip is stamped with 260 indicating that this is a two- ' hazard surface, as shown in Figure 57 � flow nozzie and must be counted as two flow numbers NOTICE When using this nozzle, the nozzle must be positioned as When using this type of wok protection, only P shown in Figure 56 5 flow numbers are allowed on a 1 1/2 gallon system, and only 11 flow numbers are allowed NOZZLE MUST BE POSITIONED WITHIN 1 IN.(2 cm)RADIUS on a 3 gallon system. OF THE CENTER OF THE WOK,POINTED VERTICALLY DOWN � � 'I �� / � � 40 IN. � ` � � (102 cm) I � 260 NOZZLE � t I 1 � I � ` � � / � 301N. I � ' i Q6 cm) I MINIMUM DEPTH �I 3.0 IN.(7.6 cm) i MAXIMUM DEPTH � 6.0 IN.(15 cm) � � 35—45 IN. (89—114 cm) 1'I IN.(28 cm)MINIMUM DIAMETER MINIMUM DEPTH 3.75 IN.(9.6 cm) 24 IN.(61 cm)MAXIMUM DIAMETER MAXIMUM DEPTH 8 IN.(20 cm) � � � FIGURE 57 — 000zs, � 14 IN.(35.6 cm)MINIMUM DIAMETER 30 IN.(76.2 cm)MAXIMUM OIAMETER ' FIGURE 56 000zs, SECTION IV — SYSTEM DESIGN , , UL EX.3470 ULC CEx747 Page 4-28 REV 3 10-1-02 Noule Application Chart The following chart has been developed to assist in calculating the quantity and type of nozzle required to protect each duct, plenum, or appliance • NOTICE This chart is for general reference only. See complete detaiis for each type of,hazard. " ' Minimum Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping— Hazard Dimensions Quantitv Heights Part No._ Flow No._ Duct orTransition Length—Unlimited 1 — 430912 1100 (Single Nozzle) Perimeter—50 in (127 cm) Diameter—16 in.(40 6 cm) ►Duct or Transition Length—Unlimited 1 — 419337 2W (Single Nozzle) Perimeter— 100 in.(254 cm) Diameter—31 7/8 in.(81 cm) ►Duct or Transition Length—Unlimited 2 — 419337 ZW (Dual Nozzle) Perimeter—150 in.(381 cm) Diameter-48 in.(122 cm) Electrostatic Precipitator Individual Cell 1 — 419334 1/2N (At Base of Duct) ►Plenum Length— 10 ft.(3 1 m) 1 — 419335 1 N (Horizontal Protection) ►Plenum Length—6 ft.(1 8 m) 1 — 430192 1100 I (Horizontal Protection) Width—4 ft.(1.2 m) 1 = 419336 1 W Plenum Length—4 ft.(1.2 m) 1 419336 1 W ►(Vertical Protection) Width—4 ft.(1.2 m) Fryer/Split Vat Fryer"" Maximum Size (without drip board) 15 in.(38 cm)x 14 in.(36 cm) High Proximity 1 27—47 in. 419339 230 Medium Proximity 1 20—27 in. 419340 245 Maximum Size (without drip board) 19 1/2 in.(49.5 cm)x 19 in.(48.2 cm) High Proximity 1 21 —34 in. 419338 3N Low Proximity 1 13—16 in 419342 290 Maximum Size (without drip board) 18 in.(45 7 cm) x 18 in.(45.7 cm) High Proximity 1 25—35 in. 419338 3N (64-89 cm) ► " For multiple nozzle pro[ection of single fryers,see detailed inform2tion on Pages 4-12 through 4-14. Y � SECTIOiV IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-29 ' 10-1-02 REV 3 Noule Application Chart (Continued) � Minimum Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping— Hazard Dimensions uantit Heights Part No. Flow No._ Fryer/Split Vat Fryer"`* Maximum Size (with drip board) 21 in.(53 cm)x 14 in.(36 cm) (Fry Pot must not exceed 15 in.x 14 in. (38 cm x 36 cm)) High Proximity 1 27—47 in. 419339 230 Medium Proximity 1 20—27 in. 419340 245 Maximum Size (with drip board) 25 3/8 in.(64 4 cm) x 19 1/2 in.(49.5 cm) (Fry pot side must not exceed 19 1/2 in. (49.5 cm)x 19 in. (48.2 cm) High Proximity 1 21 —34 in. 419338 3N Low Proximity 1 13— 16 in. 419342 290 Maximum Size (with drip board) 18 in.(45 7 cm) x 27 5I8 in.(70.2 cm) High Proximity 1 25—35 in 419338 3N (64-89 cm) Range Longest Side 1 30—50 in. 419333 1 F 28 in.(71 cm) (76— 127 cm} Area—336 sq.in 40—48 in. (2168 sq.cm) (102—122 cm) {With Backshelf) Longest Side (High Proximity) 1 40—50 in. 419340 245 28 in.(71 cm) (102— 127 cm) Area—672 sq in. (4335 sq cm) Longest Side (Medium Proximity) 1 30—40 in 419341 260 ► 32 in (81 cm) (76—102 cm) IArea—768 sq.in. ' (4955 sq cm) Longest Side (Low Proximity) 2 15—20 in. 419342 290 36 in (91 cm) {38—51 cm) Area—1008 sq in. (6503 sq.cm) " For mWiiple nozzle protection of single fryers,see detailed information on Pages 4-7 Ihrough 4-11 • � r SECTION IV – SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-30 REV 3 10-1-02 Idoule Application Chart (Continued) ' Minimum Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping– Hazard Dimensions uantit He_ ights Part IVo. Flow No. Griddle Longest Side(High Proximity) 1 30–50 in. 419341 260 48 in.(122 cm) (76– 127 cm) Area– 1440 sq in (perimeter (9290 sq cm) located) Longest Side(High Proximity) 1 30–50 in. 419342 290 30 in.(76 cm) (76–127 cm) Area–720 sq.in. (center located) ' (4645 sq.cm) Longest Side (High Proximity) 1 35—40 in. 419335/417332 1 N/1 NSS 36 in (91 cm) (89– 102 cm) Area–1080 sq in. (perimeter located) ' (6968 sq.cm) Longest Side 1 20–30 in. 419342 290 (Medium Proximity) (51 –76 cm) 48 in.(122 cm) (perimeter Area–1440 sq.in. located} ' (9290 sq cm) Longest Side(Low Proximity) 1 10–20 in. 419343 2120 48 in.(122 cm) (25–51 cm) Area–1440 sq in. (perimeter (9290 sq.cm) located) Chain Broiler* Longest Side–34 in.(86 cm) 2 10–26 in. 419336/417333 1 W/1 WSS ' (Overhead Protection) Area–1088 sq.in. (25–66 cm) I (7019 sq cm) �I Chain Broiler Length–43 in.(109 cm) � 2 1 –3 in. 419335/417332 1 N/1 NSS (Horizontal Protection) Width–31 in.(79 cm) (3–8 cm) Gas-Radiant Char-Broiler Longest Side–36 in.(91 cm) 1 15–40 in. 419335/417332 1 N/1 NSS Area–864 sq.in. (38–102 cm) (5574 sq cm) Electric Char-Broiler Longest Side–34 in.(86 cm) 1 20–50 in. 419335/417332 1 N/1 NSS Area–680 sq in. (51 –127 cm) {4388 sq cm) Lava-Rock Broiler Longest Side–24 in (61 cm) 1 18–35 in. 419335/417332 1 N/1 NSS Area–312 sq in. (46–89 cm) (2013 sq cm) Natural Charcoal Broiler Longest Side–24 in (61 cm) 1 18–40 in. 419335/417332 1 N/1 NSS Area–288 sq,in. (46--102 cm) (1858 sq cm) Lava-Rock or Natural Longest Side–30 in (76 cm) 1 14–40 in. 419338 3N Charcoal Char-Broiler Area–720 sq in. (36–102 cm) (4645 sq cm) ' Minimum chain broiler exhaust opening—12 in.x 12 in.(31 cm x 31 cm),and not less than 60%of internal broiler size. , , SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-31 10-1-02 REV.S Nozzle Application Chart (Continued) � ► Minimum , Nozzle Tip , Maximum Hazard Nozzle Nozzle Nozzle Stamping— ' Hazard Dimensions uantit Heights Part No. Flow No._ �' ►Wood Fueled Char-Broiler Longest Side—30 in.(76 cm) 1 14—40 in. 419338 3N Area—720 sq in. (36— 102 cm) (4645 sq cm) Upright Broiler Length—32.5 in.(82.5 cm) 2 — 419334 1/2N Width—30 in.(76 cm) Salamander Length—32.5 in. (82.5 cm) 2 — 419334 1/2N Broiler Width—30 in.(76 cm) Wok 14 in.—30 in.(36—76 cm) 1 35—45 in. 419341 260 Diameter (89— 114 cm) 3.75-80in (95-20cm) Deep 11 in.—24 in.(28—61 cm) 30—40 in. 419335/417332 1 N/1 NSS Diameter (89— 102 cm} 30-6.Oin.(8-15.2cm) Deep �_ SECTION IV — SYSTEIVI DESIGN , UL EX.3470 ULC CEx747 Page 4-32 REV 4 10-1-02 SPECIFIC APPLICATION BY MODEL FRY POT CENTERLINE Dean Industries Gas Fryer,Model 2424 GTI,120,000 BTU/IIC. 8�N. 1 1/8 IN. Rating (20 cm) 1 1/81N. —.-- -..—(2.9 cm) ��► (2.9 cm)—..- This specialized gas fryer can be protected with a combination of ► 1W NOZZLE OR 1100 a 290 nozzle (Part No. 419342) and a 1 W nozzle (Part No. 6 iN. --► 290 NOZZLE—' � ►419336) (or 1100) for low proximity (7 3/4 — 8 in. nozzle height (15 cm) � only)and two {2)230 nozzles, Part No.419339,for high proximity i i (45 in.nozzle height only) � AIM POINT � i � � 7 3/4—8 IN.ONLY � � TOP OF VAT � (19.7—20.3 cm) L--------� L-------� The maximum dimension of the fry pot is 24 in.x 24 in.(61 x 61 cm) 000zez ►Nozzles must be positioned and aimed as shown in Figure 58 LOW PROXIMITY(7 3I4—B IN.NOZZLE HEIGHT� NOTE: For low proximity protection, see Special Piping Layout in _i 21/41N. �Figure 59 2 1/4 IN.� (5.7 cm) (5.7 cm) � FRONTEDGE OF FRY POT 230 NOZZLE I I i 11 IN. � (53 cm) 45 IN.ONLY i (114 cm) I i TOP OF FRYER I I I AIM POINT i I i �--------J �------- J HIGH PROXIMITY(45 IN.NOZZLE HEIGHT ONLY) 000zaa Dean Industries Model GTI Gas Fryer Special Piping Layout ► FIGURE 58 Section A(Tank to Hood Penetration)Piping Limitations Maximum Length:30 Ft.(9 1 m) Section 6(Fiood Penetration to Nozzles) Piping Limitations Maximum Rise 6 Ft. (1.8 m) Maximum Number of 90° Elbows:7 1 Piping configuration shall be as shown with±1/4 in.tolerance Maximum Number of Tees:0 on dimensions. 2.All nozzles shall be at the same elevation 3.Each air of a liance nozzles shall be e uall s aced from P PP Q Y P left-to-right centerline of fryer ► 1W(OR 1100) 290 TO 3 GALLON TANK � ► �1V��(OR 1100) 2 1!4 IN. SECTION A 290 21 IN.(53.3 cm)or (5.7 cm) 2 118 IN. 2 3!4 IN. I I� 24 IN.(60.9 cm) (5.4 cm) �cm) � 1 H ETRATION � � / 1W(OR 1100) /l 290 21 IN.(53.3 cm)or �5�7 c) 8 114 IN. 24 IN.(60.9 cm) � (20.9 cm) l 29 5l8 IN. 290 � (75.2 cm) 2 11/16 IN. 1 W(OR p1 IN. 53.3 cm or 2��4 IN. � (6.9 cm) 1100) � Z4 IN.(60.9 cm) �5.7 cm) � 2 1/4 IN. (5.7 cm) � SPECIFIC DISCHARGE PIPING FOR LOW PROXItdITY PROTECTION OF(4)FOUR DEAN INDUSTRIES MODEL GTI GAS FRYERS FIGURE 59 ooezaa , � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-33 10-1-02 REV 5 SPECIFIC APPLICATION BY MODEL(Continued) Far West Hospitality Products Gas Fryer,Model PAR-1-20, Frymaster 14 KW—208V Electric Fryer,Model MACH 14 63000 BTUIhr Rating Series This specialized gas fryer can be protected with a single, 290 This specialized single vat electric fryer can be protected either nozzle, Part No.419342. with a single 230 nozzle, Part No.419339, located 27 in.to 47 in. The maximum dimension of the fry pot is 21 in. x 21 in. (53 x (69 cm to 120 cm)above the top surface of the fryer or with a sin- 53 cm) gle 245 nozzie, Part No.419340, located 20 in.to 27 in.(51 cm to 69 cm)above the top surface of the fryer The 290 nozzle must be located on the front-to-rear centerline and 'aimed at the center of the cooking surtace See Figure 60. Either nozzle must be located anywhere along or within the perimeter of the cooking surface and aimed at the midpoint. See a i�z iN. Figure 104 The maximum size of the fry pot (without drip board) ��5�� is 13 3/4 in.x 16 3/4 in.(35 cm x 42.6 cm)and the maximum size of the cooking surface (with drip board) is 13 3/4 in. x 20 7/8 in. (35 cm x 53 cm). The vat may be divided in half to make two split vats. } I,/ 230 NOZZLE TIP OR 245 NOZZLE TIP ANYWHERE ALONG OR WITHIN THE PERIMETER I // OF THE COOKING SURFACE AND AIMED AT THE MIDPOINT. 14 IN. �— ` � ��/ 230 NOZZLE (36 cm) �3 IN. � I 20 7/S IN. (33 cm) (53 cm) A�� MAXIMUM I BACK OF � / ,,// 230 NOZZLE ~—FRYER /��/j 245 271N.-471N. � NOZZLE (69 an—120 cm) 13 3rq IN. � I I / AB�VE TOP (35cm) I Ol SURFACE MAXIMUM I I OF FRYER SIDE VIEW OF FRYER I I j 000zae I I I 2q5 NOZZLE I I 20 IN.—27 IN. I I I I (51 cm-69cm) 290 NOZZLE LOCATED ON FRONT-TO-REAR CENTERLINE t 4.5 IN.(11.4 cm)FRONi I ABOVE TOP SIDE TO SIDE CENTERLINE AND AIMED AT CENTER OF COOKING AREA. I I SURFACE OF ( I FRYER ( I � \T� I � � � i i � t � 13 IN. is sra iN. (42.6 cm) 14 IN. (33 cm) MAXIMUM (36 cm) o�nzas ► FIGURE 61 a�ozos � FIGURE 60 �� s�cTio��v - sYST��a�s�� UL EX.3470 ULC CEx747 Page 4-34 REV 5 10-1-Q2 SPECIFtC APPLICATtON BY MODE�(Gantinuedj Nieco Broiler Model 940,962 or 960 With Catatytic Canverter McDonald Fryer(Nozzle Heights of Less Than 20 In.) Protection When the 245 nozzle is used to pratect McDonald's fryers at �Oa�: �1��° �roilers withaut cafalytic converters use standard heights less than 20 in.(51 cm)above the tap of the fryer, the fol- ��ain broifer protection options. lawing appliance and distribution piping rules shall apply Gertain models of the Nieca broiler (Models 944, 962, and 964) 1 Each McDana(d's gas or electric fryer shall be protected by are equipped with a cata{yfic converfer to comply with new clean one 245 nozzle, Part No.419340 The fryer vat dimensions for air laws.Because of the conver#er, it is necessary to protect these one full vat or fwa split vats shal! nat exeead 14 in. x 95 in. broilers in a special way The guidelines far protecting these broil- (36 cm x 3$ cm) without the dripboard and 14 in. x 21 in, ers are as folfows: (36 cm x 53 cm)with the dripboard —The maximum internal broiling area is 29 in.x 23 5 in. {74 cm The heat input rating of the fryer shall nof exceed 122,000 x 6Q cm} BTU/HR. —An R-102 3-gallon system with a maximum of 6 flow numbers, The 245 nozzls shall be located '18 in. to 20 in. (46 cm to must be used for protection af each broiler, including plenum 51 cm)above fhe top of the fryer vat,2 in.to 2 1/4 in.(5 cm to and duct. 5 7 cm) to the right or left of the front-ta-rear vat centerline, _ Each individual broiler mus#be prt�tected with a m'snimum of{2} and Q to 3 114 in.(Q cm to 8 cm)forurard of the right-t�-Ieft vat two, 1 N nozzles, Part No.419335 The nozzles must be locat- ► centerline, and aimed at the vat center point.See Figure 62. . �d as shown in Figure 63. REAR FRorv-r-ro-REnsz —The broiier must be fifted with two'I in.(2.5 cm}high agent bar- '�4-VAT CENTERLINE riers on the angled surface af the broiler See Figure 106 If these have nat been completed by#he equiprrtent suppiier,they ' must be added in the field. � \� RIGHT-TCI- LE�7 VAT AIM CENTERLINE �POINT (2)1N NOZZLES PAftT N0.56934--� NOZ,ZLE � � LOCATION ��4 � � 14.25±11N. Z4NES ��' (36 am} � 2�N. 2�N. 1 2 1/4 IN. 2 1/4 IN, i � I i 72 iN.TQ 93 IN. (31cmT033cm} {�--~--~r1�} FRONT �i � � ' FIGUt2E fi2 a`'------'_; oozzs7 �'�__..__r..J 2. The distance between the start af the first branch line and ths 400256 start of the last branch line shali not exceed 79 in.(201 cm). 3 The tatal length of all branch lines shall not exceed 162 in {412 cm�. 4. The 3 gallon agent tank shall be elevated above the cannec- �ocAre Nozz�es 21sns w.p�om>oN EACH SIDE OF BROILER CENTER LINE tians between the suppiy and branch lines. 5 The requirements of the fpllowing table shall not be exceeded. Duct Pienum Agptiance '� Supply Branch Branch Branch 14.25 t 1 IN. Requirement Line Line Line Line (36 cm) Pipe Size 318 in. 318 in, 3!$in. 3/8 in a } Maximum Length 14q in. 67 in. 6 in. 42 in {356 cm} (170 cm} {15 cm) {107 cm} Minimum Length 81 in. 4 in. 4 in. 17 in. 0 (206 cm} (14 cm} (10 cm} {43 cm} � Maximum 5 3 1 6 po 90° Elbows 0 Maximum Tees 0 1 1 1 Maximum Fiow 11 2 1 2 . 00077� FIGURE 63 Numbers Minimum Flow 5 0 0 1/2 Numbers � J SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-35 10-1-02 REV 3 SPECIFIC APPLICATION BY MODEL(Continued) Nieco Broiler—Model 9025(With Catalytic Converters) Nieco Broiler—Model 9025(Without Catalytic Converter) • Nozzle Quantity/Type: (2)Two 2W nozzles, Part No.419337 a �ozzle Quantity/Type: (2)Two 2W nozzles, Part No.419337 • Nozzle Height: 12 in. (305 mm) above top of converter. See . �ozzle Height:20 1/2 in.{521 mm)above top of appliance.See ► Figure 64. ► Figure 65. • Nozzle Location: 3 in. (76 mm) back from front edge of con- . Nozzle Location: 6 1/2 in. (165 mm) back from front edge of verters, centered from right to left above each converter See , appliance.See Figure 65. ► Figure 64 • Noule Aiming Point: Aimed at center of each converter. See �' Noule Aiming Point: Aimed at center of each opening See ► Figure 64. Figure 65 t /f d "'�I I---3 IN. � (76 mm) I I•-6 1/2 IN. `(165 mm) I � I SIDE VIEW SIDE VIEW (2)2W NOZZLES �- � (2)2W NOZZLES I { } 1 CONVERTERS � r I � 121N. � I � I I (305 mm) I I -� ► I I 18-20 1!2 IN. i i (457-521 mm) � I I � � CENTER CENTER � LINE � LINE OF OF CONVER ER CONVERTER CENTERLINE CENTERLINE FRONTVIEW OF OPENING OF OPENING � FIGURE 64 FRONTVIEW OOJ354 � FIGURE 65 OG4355 . � SECTION tV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-36 REV 2 10-1-02 SPEGIFIC APP�ECATION BY MOQE�.{Cantinued) Nieco Broiler—Model 9025(With Engelhard Converter} • Nozzle QuantifylType: {2}Two 2W nazz3ss, Part No.4'f 9337 ►• �[oule Height: 18 in. (457 mm) above tap of appliance. See Figure 66 • Nozzle Location: 6 1/2 in. (165 mm) back from front edge of appliance.See Figure 66. • IVoule Aiming Point:Aimed at center of each broiler opening. ' See Figure 66. 6 i(2 IN. (165 mm) � 31DE VIEW S � . � � � ,$��. ' {457 mm} � I � I � FRONT VIEW ► FlGURE 66 a�asoa � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-37 10-1-02 REV.3 SPECIFIC APPLICATION BY MODEL(Continued) fVieco Broiler—Model 9075(With Catalytic Converters) Nieco Broiler—Model 9015(Without Catalytic Converter) • Noule Quantity/Type: (2)Two 2W nozzles, Part No.419337 • Nozzle Quantity/Type: (2)Two 2W nozzles, Part No.419337 • Nozzle Height: 13 1/2 in.(343 mm)above top of converter.See • Nozzle Height: 20 in. (508 mm) above top of appliance. See ► Figure 67. ► Figure 68 • Nozzle Location: 1 1/2 in.(38 mm)back from front edge of con- • Nozzle Location: 6 1/2 in. (165 mm) back from front edge of verters, centered from right to left above each converter See ► appliance.See Figure 68. ► Figure 67 • Nozzle Aiming Point: Aimed at center of each converter See ► • openingASee Figu�e 6gor Large Chamber: Aimed at center of � Figure 67. • Nozzle Aiming Point for Small Chamber: Nozzle to be locat- ed 12 in.(305 mm)over from large chamber nozzle. E � / � / � 11/21N. (38 mm) I ��► (I+-6 1/2 IN. I (165 mm) i � i I SIDE VI EW ' 51DE VIEW (2)2W NOZZLES t j CONVERTERS I I 13 1}2 IN. L(2)2N1 NOZZLES � (343 mm) � � � � -� I 121N. � r-(305 mm)�I 20 I N. 1 � (508 mm) I � I I i RONTVIEW � I CENTERLINE OF LARGE OPENING � FIGURE 67 FRONTVIEW OOod87 FIGURE 68 006386 I SECTtON IV — SYSTEM DESIGh� UL EX.3470 ULC CEx747 Page 4-38 REV 4 10-9-02 'SP�CIFIC APPI.tCAT10N BY MODEL{Con#inued} Marshall Air—Model 2001 BK Multi-Chamber Broiler • Nozzle QuantitylType: {2}Two 11N nozzles, Part No.419347 � Nozzle Locatian: Front noz2le tip must.be located 14 in.direct- ly above the app[iance,alignec4 with fhs front face and centerline of the catalytic converter The aim point is 4 in.forward of the front edge of the converter on the centerline The rear nozz(e tip is a mirrar image of the front.The rear noz- zle is located 14 in vertically above the appliance, aligned with the"rear"face and centeriine of the cata3ytic converter The aim point is 4 in.behind the°rear"edge of the converter on the cen- - #erline. • System Limitation: Max'smum aF 5 flaws far a 3.0 gallan sys- tem: Remaining flow points available may be used to protect ather hazards. CENTERED ON CONVERTER � CQNVERTER TWO 1W NOZZLES � I p OD � � i 063a18a FRONT VIEW NOZZLE ALIGNEp WtiH FRdNT OF CONVERTER NOZZLE RLIGNED WITH NOZZLE ALIGNED WITH BACK FRONT OF GONVERTER, OF CONVERTER,AlMED AIMED 4 IN.{102 rnm}BACK 4 IN.{102 mm)F6RWARD �1W 1W � N4ZZlE NOZZLE 14 IN. I 14 IN. f (356 mm) !"I'- {142Imm}�" {356;m} } � 1 0 0 - 0034196 SIDE VIEW ' FIGURE 69 i , • SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-39 ', 10-1-02 REV 3 ►SPECIFIC APPLICATION BY MODEL(Continued) Grease Grabber-80T""Two Stage Filtration System The Grease Grabber-80 Two Stage Filtration System consists of two components:The primary filter(The Grease-X Tractor)and the secondary filter(The Grease Grabber-80). The protection required for this application is the same as the stan- dard plenum/filter protection.One(1)1 N Nozzle, Part No.419335, protecting 10(3.1 m)linear feet of pienum length by 4 ft.(1.2 m)of plenum chamber depth (width), positioned 2-4 in. (5-10 cm)from peak of secondary filter See Figure 70. 4 FT.(1.2 m) __� MAXIMUM i SECONDARY FILTER , O ' \_/ 1N {e3 NOZZLE / PRIMARY � FILTER I �, ' �. 2-4 IN. (5-10 cm) u , NOTE: TWO NOZZLES MUST BE UTILIZED FOR V-BANK FILTER ARRANGEMENT. , FIGURE 70 006526 I I I ___- __ _ _ � � , SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-40 REV.2 10-1-02 TANK AND CARTRIDGE REQUIREMENTS ACTUATION AND EXPELLANT GAS LIfdE REQUIREfViENTS Once the hazard analysis is completed and the total nozzle flow This section contains the guidelines for installing the actuation and numbers are established,the quantity and size of agent tanks and expellant gas lines between the regulated release mechanism reg- cartridges needed to supply the nozzles with the proper volumes ulator, each regulated actuator regulator, and each agent tank. of agent at the proper flow rates can be defermined.For cartridges These limitations should be considered when selecting the com- used in the regulated release mechanism, flow capacities, tank ponent mounting locations. quantities and sizes, and regulated release cartridge options are given in the table below Actuation Gas Line—6 to 8"Tanks Maximum TOtal Quantity and Regulated Release �8 Tank maximum reflects the utilization of 3 tank regulated actuators. Flow Size of Cartridge Options 1 Use only 1/4 in. Schedule 40 black iron, hot-dipped galva- Numbers` Tank s Nitrogen Carbon Dioxide nized, chrome-plated, or stainless steel pipe and fittings. ► 1 — 5 (1) 1.5 Gallon LT-20-R 101-10 2.The actuation gas line piping is installed from the regulated 6—11 (1)3.0 Gallon LT-30-R 101-20 release mechanism to each regulated actuator connected within the system The total length of the actuation gas line 11 — 16 (1) 1 5 Gallon Double 101-30 from the regulated release assembly to the regulated actuator (1)3.0 Gallon assembl ies I y( ) must not exceed 20 ft. 6 m when usin an � ) 9 ' '16—22 (2)3 0 Gallon Double 101-30""` ' LT-20-R, an LT-3Q-R nitrogen cartridge, or a 101-10 or a 101- ' 20 carbon dioxide cartridge.See Figure 71 When one or more regulated actuators are used, the following � tank and cartridge combinations apply for each regulated actuator: � Regulated Actuator Regulated Actuator Tank(s) Cartridge (1) 1 5 Gallon LT-20-R or 101-10 (1)3.0 Gallon LT-30-R or 101-20 (1) 1.5 Gallon and LT-A-101-30 or 101-30`*or ►(1)3 0 Gallon double tank (2)3 0 Gallon LT-A-101-30 or 101-30**or ' double tank ' For exceptions to maximum flow numbers,see Distribution Piping Requirements for 1.5 gal- lon and 3.0 gallon systems in this Section. �"The 101-30 cartridge can not 6e used when(2)two 3.0 gailon tanks are manifolded together.) For higher total flow numbers (23 to 110), multiple cartridges and � regulated actuators are required as shown in the System Selection Guide in Section IX—Appendix. REGULATED ACTUATOR ASSEti1BLY EXPELLANT GAS LINES NOT INCLUDED IN ACTUATION GAS LINE LENGTH TOTALS ' REGULATED ACTUATOR ASSEMBLY ACTUATION GAS LINE WITH AN LT-20-R, LT-30-R,101-10 OR 101-20 CARTRIDGE MAXIMUM LENGTH OF 20 FT(6 m), MAXIMUM NO OF FITTINGS 9 REGULATED ACTUATOR ASSEMBLY "ANSUL AUTOMAN" REGULATED RELEASE ASSEMBLY � FIGURE 71 oaons I J '� SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-41 10-1-02 REV 2 ACTUATION AND EXPELLENT GAS LINE REQUIREMENTS (Continued) 2.The actuation gas line piping is installed from the 101 remote Actuation Gas Line—6 to 8*Tanks Maximum (Continued) mechanical release to each R-102 regulated actuator assem- 3 If an expeilant gas line is connected to the regulated release bly The total length of the actuation gas line from the remote assembly along with an actuation gas line,the total combined mechanical release to the regulated actuator assemblies must length of the actuation and expellant gas line must not not exceed 100 ft. (30.5 m). exceed 30 ft. (9 m)when using a"double-tank" nitrogen car- 3 A combined total'of 20 elbows and 9 tees may be used � tridge or a LT-A-101-30 nitrogen cartridge or a 101-30 carbon in these lines. Two 45° elbows equal one 90° elbow See ► dioxide cartridge See Figure 72. ► Figure 73 4 A combined total of nine fittings may be used in these lines, ' 4. Use only a 101-10 carbon dioxide cartridge in the 101 remote eight 90° elbows and one tee.Two 45° elbows equal one 90° mechanical release. elbow 5 A safety vent relief valve {Part No. 15677) is required in the Actuation Gas Line—10 to 15*Tanks Maximum actuation gas line to relieve residual pressure after actuation `15 Tank maximum reflects the utilization of 3 tank regulated actuators. 1 Use only 1/4 in. Schedule 40 black iron, hot-dipped galva- nized, chrome-plated, or stainless steel pipe and fittings. NOTE:Stainless steel hose and fittings can also be used.See Component Section for detailed information. ACTUATOR AND EXPELLANT GAS LINES WITH A"DOUBLE TANK"CARTRIDGE , OR A 101-30 CARTRIDGE OR A�T-A-101-30 CARTRIDGE MAXIMUM COMBINED LENGTH—30 FT(9 m) MAXIMUM COMBINED FITTINGS—9 REGULATED ACTUATOR ASSEMB�Y REGULATED ACTUATOR ASSEMBLY EXPELLANT GAS LINES NOT INCLUDED IN CO�v1BiNED TOTALS REGULATED ACTUATOR ASSEMBLY "ANSUL AUTOMAN" REGULATED RELEASE ASSEMBLY • FIGURE 72 oouzs2 SAFElY RELIEF VALVE EXPELLANT 20 ELBOWS � GAS LINE 1/4 IN.ACTUATION LINE— 9 TEES MAXIMUM MAXIMUM 100 FT(30.5 m)MAXIMUM ' --—-- ------ � 1 I I I I I / — r� f}_i ❑ ��?�—�� +-� �I � I i � � i 'T' i � � � ' � i�iof' ii�of� I I � I ❑ I I ❑ I I ❑ I u ' ❑ L�� L�� I I I � � I � I � I � j i i � i i � � � a � � � � � � � � � � , , [D ,: ;� 1 �REGULATED ACTUATOR 1 WITH TANK AGENTTANK �i��MUM OF FIVE REMOTE RELEASE REGULATED ACTUATORS MECHANISMS (PART NO.32381) 5 MAXIMUM FIGURE 73 000aoi SECTION IV — SYSTEM DESIGN • UL EX.3470 ULC CEx747 Page 4-42 REV.3 10-1-02 ACTUATION AND EXPELLENT GAS LIIVE REQUIREMENTS (Continued) 2.A combined totai of nine fittings may be used in these lines, Expellant Gas Line eight 90° elbows and one tee.Two 45° elbows equal one 90° 1 The expellant gas line piping is instalied from the regulated elbow. release mechanism in double and multiple-tank systems, and 3 If two tanks are connected to the regulated release assembly from the regulated actuator assembly in multiple-tank sys- in a multiple-tank system arrangement, the total combined tems.The expellant gas line is the piping between the regula- length of the actuation and expellant gas lines must not tor and the tank-enclosureltank-bracket assembiy The total exceed 30 ft. (9 m)when using a "double-tank" nitrogen car- length of the expellant gas line from the regulated release ' tridge, an LT-A-101-30 nitrogen cartridge, or a 101-30 carbon mechanism or each regulated actuator assembly must not ' dioxide cartridge.See Figure 72. exceed 30 ft. (9 m)when using a "double-tank"cartridge, an ' LT-A-101-30 Cartridge, or a 101-30 Cartridge.See Figures 74 DISTRIBUTION PIPING REQUIREMENTS ' and 75. Once the nozzle placement and quantity of tanks has been deter- mined, it is then necessary to determine the piping configurations EXPELLANT GAS LINE between the tank adaptor and each discharge nozzle.This section MAXIMUM LENGTH—30 FT(9 m), contains the g g MAXIMUM NO.OF FITTINGS-9 guidelines and limitations for desi nin the distribu- � tion piping so that the liquid agent will discharge from the nozzles at a proper flow rate.These limitations should also be referred to when selecting the mounting location for the regulated release mechanism and agent tank. General Piping Requirements 1 All R-102 system piping is straight line Therefore,the need for critical lengths and balancing is minimized. 2 Two 45°elbows count as one 90°elbow. 3. Each branch line includes the tee or elbow leading to it, and all fittings within the branch line itself "ANSUL AUTOMAN" REGULATED RELEASE 4 The minimum piping length of Schedule 40, 3/8 in. pipe from ASSEMBLY the tank outlet to any noule protecting a range, fryer, or wok must be 6 ft.(1.8 m). 5.Pipe lengths are measured from center of fitting to center of ' FIGURE 74 ► fitting See Figure 76. 000ne �CENTER TO CENTER� EXPELLANT GAS�INE MAXIMUM LENGTH—30 FT.(9 m), MAXIMUM NO.OF FITTINGS-9 \ - - ---- - 1 \ ' FIGURE 76 oao�ia 6 All distribution piping must be Schedule 40 black iron,chrome- plated,or stainless steel.Do not use hot dipped galvanized pipe on the distribution piping. ' 7. All threaded connections located in and above the protected area must be sealed with pipe tape.Tape should be applied to male threads only.Make certain tape does not extend over the end of the thread,as this could cause possible blockage of the agent distribution. 8 Before installing blow-off caps on nozzles, apply a small amount of Dow Corning No. 111 silicone grease across the REGULATED ACTUATOR opeing in the nozzle tip and also a small amount coating the ASSEMBLY exterior of the blow-off cap.This will help keep cooking grease ► from building up on the cap. ' FIGURE 75 oo��»> � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-43 10-1-02 REV 3 DISTRIBUTION PIPING REQUIREMENTS(Continued) Supply and Branch Line Identification ►SUPPLY LINE The R-102 distribution piping network is broken down into four The Supply Line is defined as the length of pipe which runs from specific pipe runs: the Supply Line, the Duct Branch Line, the agent tank outlet to the last branch line(whether a duct,appli- the Plenum Branch Line, and the Appliance Branch Line. See ance, or plenum branch line).This includes all supply line fittings ►Figure 77. except for the tees or elbows leading to the branch lines. See DUCT ►Figures 77 and 78 BRANCH LINE � �, SUPPLY \ �\ LINE \ I � PLENUM APPLIANCE BRANCH LINE BRANCH LINE NOTE: THIS IS A CONCEPTUAL DRAWING ONLY THIS IS NOT AN ACTUAL INSTALLATION. � FIGURE 77 aoons ' END OF NOTE: THESE ARE EXAMPLES ONLY OTHER CONFIGUR,4TIONS CAN BE DESIGNED. SUPPLY LINE � � � � '; .. i. �_r- '� i � :-•v � a e� END OF SUPPLY LINE � , END OF SUPPLY LINE 4 ; END OF ..,� �/ � � SUPPLY LINE � � � r � � � � "'i � `� � � L� � I � � r' � SUPPLY (NOZZLES FOR LINE TEE PLENUM PROTECTION) END OF Q SUPPLY LINE � � � � 1 � � � � � � � � � SUPPLY � � � (NOZZLES FOR LINE TEE PLENUM PROTECTION) BRANCH LINE CANNOT START AHEAD OF A BRANCH LINE CANNOT SUPPLY LINE TEE START AHEAD OF A ' SUPPLY LINE TEE , FIGURE 78 000�ao � � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-44 REV.3 10-1-02 DISTRIBUTION PIPIFIG REQUIREMENTS (Continued) Supply and Branch Line Identification (Continued) PLENUM BRANCH LINE � NOTICE The Plenum Branch Line is defined as the length of pipe which Branch lines cannot start ahead of a supply line runs from the supply line to the plenum nozzle(s) This includes all tee. branch line fittings as well as the tee or elbow used to start the DUCT BRANCH LINE ► branch line See Figures 77 and 80 The Duct Branch Line is defined as the length of pipe which runs �'� from the supply line to the duct nozzle(s).This includes all branch -�"r,.� line fittings as well as the tee or elbow used to start the branch line ` T�'� ..r ►See Figures 78 and 79 ,-' �� "� ,�--�' � PLENUM BRANCH LINE � I (TEE INCLUDED) DUCT BRANCH LINE f—T. � (ELBOW INCLUDED) L � � PLENUM BRANCH LINE �' �'' (TEE INCIUDED) .�� .�'� � i � � , DUCT BRANCH LINE � (TEE INCLUDED) '' i � � � � � � .� i .+' ,y.-�''� � ';� ► FIGURE 80 DUCT BRANCH LINE 000�az �� (TEES INCLUDED) � APPLIANCE BRANCH LINE � � � The Appliance Branch Line is defined as the length of pipe which ; runs from the supply line to the appliance nozzle(s) This includes ,�.-�'� ali branch line fittings as well as the tee or elbow used to start the ,.-�� ► branch line.See Figures 78 and 81 .y'�� .� � ..� � �. ',,�, � t ,�- � ��,, � i i i � APPLIANCE BRANCH LINES (TEES INCLUDED) ► FIGURE 79 000iai b FIGURE 81 nowsa � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-45 10-1-02 REV 1 DISTRIBUTION PIPING REQUIREMENTS (Continued) START OF LAST Distribution Piping Requirements—1.5 Gallon System BRANCH LINE 'DUCT, PLENUM, AND APPLIANCE PROTECTION BRANCH LINIEST � 1.This option allows for duct protection, plenum protection, I appliance protection, or any combination � SUPPLY ' 2.When using a combination of plenum and duct protection only, LINETEE R TOTAL LENGTH ' only one duct nozzle, either a 1 W, 1100, or a 2W, may be \ � MUST NOT used y�� EXCEED 8 Fi: ( � (z.a m) 3 All distribution piping, supply and branch, must be 3/8 in. Schedule 40 black iron, chrome-plated, or stainless steel. 4 Each 1.5 gallon tank allows a maximum of five flow numbers.' � � 5.The pipe length between the start of the first branch line and START OF LAST the start of the last branch line must not exceed 8 ft. (2.4 m) � BRANCH LINE When the supply line is split, the combined length of both START OF FIRST legs of the supply line (start of first branch line to start of last ► BRANCH LINE ' branch line) must not exceed 8 ft.{2.4 m).See Figure 82. FIGURE 82 0007ea 6 The combined length of all branch lines must not exceed 22 ft. ' (6 7 m) See Figure 83 1W NOZZLE 7 The requirements of the following table must not be exceeded• + 1N NOZZLE Q 0 ��" 1N NOZZLE (BRANCH LINES IN BOLD) COfv1BINED LENGTH MUST NOT EXCEED 22 FT(6.7 m) � FIGURE 83 oomas Duct Plenum Appliance Requirements SUDpIV Branch Line Branch Line Branch Line Pipe Size 3/8 in. 3/8 in. 3/8 in. 3/8 in Maximum Length 40 ft. 6 ft. 4 ft. 10 ft. (12.2 m) (1.8 m} (1.2 m) (3 m� Maximum Rise 6 ft. 4 ft. 2 ft. 2 ft. (1.8 m) (1.2 m) �g m� �6 m� Maximum 90° Elbow g 4 4 6 Maximum Tees 1 � 2 3 Maximum Flow Numbers 5" 2 2 3 'Exceptions: 1 Six(6)Flow numbers are allowed when a duct branch line is the last branch line on lhe piping network and no 1 N nozzles,Part No.56930,are used to protect woks or griddles. 2.Six(6)flow numbers are allowed when six(6)1N nozzles,Part No.56930,are used and none of the nozzles are used to protect woks and griddles.NOTE.Only five(5)flow numbers are allowed if a 1 N nozzle is used for wok or griddle protection. � 3.Six(6)flow numbers are allowed when only two(2)3N nozzles,Part No.76782,are used. SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-46 REV.3 10-1-02 DISTRIBUTION PIPING REQUIREMENTS (Continued) Distribution Piping Requirements—3.0 Gallon System 1. The maximum length between the start of the first branch line SUPPLY�� \ and the start of the last branch line must not exceed 24 ft. TEE � � (7 3 m).When the supply line is split, the combined total of bath legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft. 4 ► (7.3 m).See Figure 84 R r 1 000zfis COMBINED LENGTH OF \I/ 2. The total length of all branch lines must not exceed 36 ft. 0 BOTH LEGS OF SUPPLY I/ ► (10 9 m).See Figure 84 LINE MUST NOT 3 BRANCH LINES EXCEED 24 FT.(7.3 m) 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. supply line. 4 A maximum of two nozzles are allowed per duct branch line. 1N NOZZLE 5 The requirements of the following table must not be exceeded� zw Nozz�e�_ 1N NOZZLE � 230 NOZZLE � 0 245 NOZZLE 1/2N NOZZLE (BRANCH LINE IN BOLD) COMBINED�ENGTH MUST aoosoz NOT EXCEED 36 FT.(10.9 m) ► FIGURE 84 Duct Plenum Appliance Requirements Supply Line Branch Line Branch Line Branch Line Pipe Size 3/8 in. 3/8 in 3/8 in. 3/8 in. Maximum Length 40 ft. 8 ft. 4 ft. 12 ft. (12.2 m) (2.4 m) (1.2 m) (3 7 m) Maximum Rise 6 ft. 4 ft. 2 ft. 2 ft. (1 8 m) (1.2 m) (6 m) (.6 m) Maximum 90° 9 4 4 6 Elbows Maximum Tees 1 2 2 4 Maximum Flow 11* 4 2 4 Numbers 'Exceptions: � 1 Twelve(12)flow numhers are allowed in any one tank not containing hvo-flow appliance nozzles,andfor,a 1 N nozzle for wok or griddle protection,andlor,a'I F nozzle for range protection,and/or,a 3N nozzle for fryer prolection. ► 2.Twelve(12)flow numbers are allowed in any one tank for hood and duct protection. 3.Twelve(12)flow numbers are allowed with any one tank using only hvo-ilow appliance noules. 4.Twelve(12)flow numbers are allowed with any one lank using only three-flow appliance nozzles. Sp eci a l I ns tr uction s: 1 Twelve(12)flow numbers are allowed when four(4)Dean Industries GTI Gas Fryers are protected at low proximity as shown in Figure 101 on Page 4-52.The discharge piping must 6e as shown in Figure 102 on Page 4-52. 2.For certain McDonald's applications,11.5 flow numbers are allowed when using a combination oi one(1)2W duct nozzle,one(1)112N electrostatic precipitator nozzle, one(1)1 N plenum nozzle,and four(4)[wo-flow appliance nozzles.Contact Ansul Applications Engineering DeparGnent for additional informalion. . � � SECTlON !V — SYSTEM QESIGN UL EX.3474 ULC CEx747 Page 4-47 10-1-02 REV 2 DISTRtBUTiON PIP(NG REQUIREMENTS (Continued) LENGTH OF PIPING MUST NOT EXCEED 24 FT. Distribution Piping Requirements — 6.0 Ga!!on Mani€alded (7.3 m}FROM START OF F1RST BRANGH UNE System TO START flF iAST BRANCN LtNE ►As an option to piping two (2} 3 0 gallon tanks saparately,two (2) 3.0 gallon tanks can be manifolded together to share a cammon agent distribution line Only (2}3.Q gallon tanks connected to the same regulator can be manifolded. 7he faliowing requirements ►must be met when manifolding: 1 All piping must be 3/8 in.Schedule 40. srAi�r oF�,nsT BRANCH L�NE ► 2. See Figure 86 for tank connectians. c� � 3. The length af supply line piping between the start of the first Q branch line and the start of the last branch line must not d ► exceed 24 ft.(7.3 m).See Figure 85.When the supply line is split,the combined total af boih legs of the supply lins(fram the s#art of the first branch line ta the starfi of the last branch line}must not exceed 24 ft.(7.3 m}. ZW NOZZ�ES �N 4. The combined length of all branch lines must not exceed 36 ft. � Ntiz�� ► (10.9 m).See Figure 85 � 5. A maximum of 22 flow numbers are aliowed. 6 The requirements of the following table must not be sxceeded '" Nozz�E �� NOZZLE �N � � N4ZZLE d � 2 fLOW APPC.(ANCE NOZZLE (BRANCH LINES iN B(7LD} CQMBINED LENGTH Mt1ST NOi"EXCEED 36 FT.(10.9 m} ► FlGURE 85 060207 Duct Plenum Appliance Requirements Su�p(y Line Branch Line Branch Line Branch Line Pipe Size 3($in. 3t8 in 3I8 in. 3J8 in Maximum Leng#h 32 ft. 8 ft. 4 ft. 12 ft. {9.7 m) (2.4 m} (1.2 m) (3.7 m} Maximum Rise 6 ft. 4 ft. 2 ft. 2 ft. (1.8 m} (1.2 m) (.6 m) (.6 m) Maximum 90° $ 4 4 6 E!bows Maximum Tees 2 2 2 4 Maximum Flow 22 4 2 4 Numbers SECTION IV — SYSTEM DESIGN • UL EX.3470 ULC CEx747 Page 4-48 REV.2 10-1-02 DISTRIBUTION PIPING REQUIREiVIENTS(Continued) Distribution Piping Requirements—6.0 Gallon Manifolded When using the hose/grommet package, independent pipe runs System (Continued) can also be used with the regulated release assembly and the This configuration consists of two 3 gallon tanks. Both tanks are 'tank/enclosure assembiy. See Figure 87. NOTE:When manifold- connected to a common manifold tee and are pressurized from a I ing is not used,each of the two(2)3 gallon tanks utilize the piping single double tank(Part No.73022)nitrogen cartridge in the regu- ►limitations of a single tank system 'lated release assembly See Figure 86 {{ 3/8 IN. t� BRANCN � 3/81N. 3l81N. / SUPPLY SUPPLY d r_ SEE I � USE HOSE! NOTE � GROMMET HOSE/ �� PACKAGE � 3!8 IN BRANCH GROMMET � (PART NO. 3/8 IN. PACKAGE � 418511) SUPPLY (PART NO. � 418511) SEE � NOTE i � ❑ ❑ ❑ 3.0 3.0 GALLON GAL�ON 3.0 GALLON 3.0 GALLON ► TANK TANK TANK TANK DOUBLETANK OR OR NITROGEN 1.5 GALLON 1.5 GALLON CARTRIDGE OR TANK TANK LT-A-10130 CARTRIDGE (REGULATED 3.0 GALLON REGULATED RELEASE ACTUATOR ONLY REGULATED RELEASE ASSEMBLY OR ASSEMBLY OR 3.0 GALLON REGULATED ► REGULATED ACTUATOR ASSEMBLY DOUBLE TANK NITROGEN ACTUATOR ASSEMBLY CARTRIDGE OR TANK/ENCLOSURE LT-A-101-30 CARTRIDGE TANK/ENCLOSURE ASSEMBLY (REGULATED ACTUATOR ONLY) ASSEMBLY " FIGURE 87 NOTE 1 THE PIPE CONNECTION FROM TANK CENTER TO TANK 00078fi CENTER CANNOT EXCEED S-1/2 IN.(2�.5 cm).ALSO,OEM RELEASE/BRACKET ASSEMBLY CAN BE UTILIZED WHEN MANIFOLDING 3.0 GALLON TANK. NOTE 2: ONLY 3 GALLON TANKS CAN BE MANIFOLDED. ► FIGURE 86 oaoz�z � l� SECTION IV – SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-49 10-1-02 REV 2 DISTRIBUTION PIPING REQUIREMENTS (Continued) � ' Distribution Piping Requirements–9.0 Gallon System —�---� ►This optional configuration consists only of three 3-gallon tanks,all �li—� ►pressurized from a single double-tank nitrogen cartridge with ►expellant gas hoses connected as shown in Figure 88 Tanks No. � 1 and No.2 must be connected directly to the regulator with sepa- �� rate expellant gas hoses and Tank No. 3 must be connected to ►Tank No.2 with a third expellant gas hose as shown in Figure 88. � Each tank must be connected to an independent distribution pip- , �� ►ing network as shown in Figure 88. Distribution piping require- I ments for each network must be as follows: � I 1 The maximum length between the start of the first branch line i and the start of the last branch line must not exceed 24 ft. (7.3 m) When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch i line to the start of the last branch line) must not exceed 24 ft. ❑ � > (7.3 m) See Figure 84. ' � II � i 2. The total length of all branch lines must not exceed 36 ft. ' ' ' (10.9 m).See Figure 84. ' 3.a ; s.o s.a ! i GALLON I GA�LON GALLON TANK � TANK TANK 3 Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. No.s No.2 No.i supply line 4 A maximum of two nozzles are allowed per duct branch line. I I 5 When using this 9.0 gallon system configuration, no mani- folding of distribution piping is allowed. ' TWO TANK ENCLOSURE 3 GALLON REGULATED DOUBLE TANK NITROGEN ASSEMBLY PART NO. RELEASE ASSEMBLY, CARTRIDGE OR 6 When an ANSUL AUTOMAN Regulated Release is utilized in 419604(INCLUDES(2) OR 3 GALLON LT-A-101-30 CARTRIDGE thlS configuration, additional regulator actuators cannot be HOSES AND(2) REGULATED ACTUATOR (REGULATED ACTUATOR USOd. GROMAtETS) ASSEMBLY ONLY) ► 7. Only 3 gallon tanks can be utilized in this configuration • FIGURE 88 I000007 8. The requirements of the following table must not be exceeded ► for each 3 gallon tank: Duct Plenum Appliance Reauirements Su I Line Branch Line Branch Line Branch Line Pipe Size 3/8 in. 3/8 in 3/8 in. 3/8 in Maximum Length 40 ft. 8 ft. 4 ft. 12 ft. (12.2 m) (2.4 m) (1.2 m) (3 7 m) Maximum Rise 6 ft. 4 ft. 2 ft. 2 ft. (1.8 m) (1.2 m) �g m� �6 m� Maximum 90° g 4 4 6 Elbows Maximum Tees 1 2 2 4 Maximum Flow 11* 4 2 4 Numbers 'Exceptians: 1 Twelve(12)ilow numbers are allowed in any tank not containing two-flow appliance nozzles,and/or,a 1 N nozzle for wok or griddle protection,and/or,a 1 F nozzle for range protec- tion,andlor,a 3N nozzle for fryer protection. 2.Twelve(12)flow numbers are allowed with any one tank using only two-flow appliance nozzles. � 3.Twelve(12)tlow numbers are allowed with any one tank using only three-flow appliance nozzles. Special In structions: � 1 When four(4)Dean Industries GTI Gas Fryers are protected at low proximity as shown in Figure 58 on Page 4-32,the dischar e i in must be as shown in Figure 59 on � Page 4-32. 9 P P 9 2.For certain McDonald's applications,11.5 Flow numbers are allowed when using a combination of one(1)2W duct nozzle,one(1)1/2N electrostatic precipitator nozzle, one(1)iN plenum nozzle,and four(4)lwo-ilow appliance noules.Contact Ansul Applications Engineering Department for additional information. r � SECTION IV - SYSTEM DEStGN UL EX.3470 ULG CEx747 Page 4-50 REV 2 10-1-42 DETECTIO�!SYSTEM E2EQUtl2ENIENTS C7nce the fire suppression system design has been determined,a Detector Placement Requirements detection system design must be campleted.This sectian contains �XNAUST DUCTS guidelines and limitations for detection system instal(ation. Each exhaust duct must have at least one detector installed in the Detectar ldentificatian duct entrance,3acated in the airstream of the cooking vapors,or a# The twa types of detectors are distinguished from each other by 'a maximum of 20 ft.(6 1 m)into the duct opening.See Figure 89 their location in the detectian system � 1 The Termina( Detector(Part No.56838, 15375, or 417368) is the last in a series of detectors,or the anly detector used in a single-detector system This detector is thus named becausa ��°� it is at the point at which the wire rope ends, or"terminates" '— � �-•-� �"-' 2.A Series Detectar(Part No.56837, 15373, or 417369) is any detector located in-line between the regulated release mech- anism and the terminal detector 20 FT.{6 m} Detector/Pulley Elbow Quantity MAXIMUM The quan#ity of detectars used in the system wili vary depending an the style of detector used 1.Conduit runs,pulley elbows,and number af detectors per sys- tem must be within the appraved system guidelines.The fol- lowing requirements must not be exceeded: Maxirnum Maxirnum Nlaximum Number of Number of Length of 1/2 � ' ` ' ' -�" Detectors Elbows in.Conduit ' FIGURE 89 er S stem er S stem °°°�" P Y P Y per Sysfem Clip on Style 12 18 125 ft.(38.1 m) NOTICE Detectar When gas appliances are used and the flue gases fram fhe burner are exhausted info the Hinge Style 5 $ 1Q3 ft.(31.3 m) duct, the detector must be kept out of the air Detector stream of these sxhaust gases, These gases Scissors Style 15 20 150 ft.(45 7 m) G�n be very hpt and cauld actuate the system Detector unnecessarily. 2. if hinge style detectars are mixed in a system with either ciip- Duct openings that are long and narraw ar Iarge on or scissor style, 4 series and 1 terminal is the maximum enough ko require multiple duct nozzles may number allowed if ci3p-on style are rnixed with scissor style, require additionai detectors. the maximum allowed is 11 series and 1 terminal. ELECTRQSTATIC PRECIPITATOR NOTICE If an electrostatic precipitator is located at or near the base of the When using the"clip-an"style detectar, the fer- exhaust duct, it is necessary tq locate a detector below fhe pre- minal detector may use the "hinged" style cipitator, at the base of the duct, and also locate one in the duct, mounting bracket with the"clip-o�°style linkage. ►just above the precipitator See Figure 90 � This is only al(owed with the terminal detector �/�/hen installing the detector bracket and system conduit, make No ather linkages are allowed to be mixed certain they do not interfere with the operation af the precipitator � with ather brackets. When using this opfion, the total number af"clip-on"style detectors (11 � series and 1 terminal)is still allowed. 3 If hinge style detectors are mixed in a system with either clip- on or scissor style,the maximum length of wire rape must not exceed 143 ft. (31 4 m} arsd the maximum number of pulley elbows must not exceed 8 if clip-an sfyle are mixed with scis- sor style, the maximum length of wire rope must not exceed '125 fE. {3.81 m} and #he maximum r�umber of pulley eEbows must not exceed 18 4. if Fhe hazard requires more than 15 detecfors, up ta five 101 � Remote Releases (Part Na. 12029) can be used for system i actuation.Each 101 remote release allows the use of a maxi- mum af 15"scissar"style detectors{14 series and 1 terminal) � for a total of 75 de#ectors if needed. ' FIGURE 90 000268 • � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-51 10-1-02 REV 2 Detector Replacement Requirements(Continued) COOKING APPLIANCES I If the cooking appliance is located under an exhaust duct where a I detector has been mounted, it is normaliy not necessary to utilize ! another detector for that cooking appliance, provided the detector �� ►is not more than 12 in.(30 cm)into the duct.See Figure 91 i 0 � I 0 0 � B " c� ' p �_ �i B I APPLIANCE APPLIANCE APPLIANCE APPLIANCE ' REQUIRES COVERED BY COVERED BY REQUIRES I SEPARATE DETECTOR DETECTOR SEPARATE ► FIGURE 92 DETECTOR UNDER DUCT UNDER DUCT DETECTOR aooz�o Fusible Link Selection ', ' FIGURE 91 When possible, temperature readings should be taken at each °o°Z6� detector location to determine correct fusible link temperature rat- ing.Temperature can be recorded using either a maximum regis- Each cooking appliance with a continuous cooking surface not tering thermometer, Part No.15240,temperature tape or any other exceeding 48 in.x 48 in.(122 x 122 cm)can be protected by a min- accurate thermometer imum of one detector Cooking appliances with a continuous cook- ing surface exceeding 48 in x 48 in.can be protected by at least O one detector per 48 in.x 48 in.cooking area.Detectors used for O , cooking appliances must be located within the perimeter of the protected appliance toward the exhaust duct side of the appliance. ANg��o The detector shouid be located in the air stream of the appliance � to enhance system response time. �„w°;;� TEMPERATURE RATING � r� STAMPED ON FUSIBLE 'i Detection Line Requirements �-�� urvK eo�v CONDUIT � Rigid conduit or 1/2 inch EMT thin-wall conduit may be used Standard steel conduit fittings(compression type are recommend- K sn�E Q�� ML STYLE °0°„' � ed) must be employed to properly install the detection system.All aoo°F(260'C)ONLY conduit or pipe must be firmly supported When using pipe, make certain that all ends are carefully reamed, deburred and blown ► FIGURE 93 clear of chips and scale before assembly Select correct UL Listed fusible link(s)for installation in detector(s) ' IVOTICE according to the temperature condition chart below• � The conduit offset can be used at the top or bot- Temperature To Be Used Where tom of the regulated release to change direction of the conduit. The conduit offset cannot be Fusible Link Rating Temperature Does used with pulley tees.All other changes in direc- Part No. (See Figure 79� Not Exceed tion must be made by using Ansul approved pul- 415739 165 °F (74 °C) 100 °F(38 °C) ley elbows, Part No. 423254 or 415670 See 415740 212°F (100 °C) 150 °F (66 °C) ► Figure 92. 415741 280 �F (138 °C) 225°F (107 °C) 415742 360 °F(182°C) 290 °F (143 °C) 415743 450 °F (232 °C) 360 °F(182°C) ' ' 56816 500 °F (260 °C) 400 °F (204 °C) �� _ SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-52 REV 1 10-1-02 fViAPVUAL PULL ST�4TION REQUIREMENTS Metal Stamped Style—Part No.4835 or 54011 A remote manual pull station allows the R-102 system to be man- Parts that may be used for installation of a metal stamped remote ually operated at some point distant from the regulated release manual pull station are: assembiy The pull station should be installed at a maximum height Description Part No. of 60 in (152 cm) and located in the path of exit.The puli station Remote Manual Pull Station Assembly" ' S4011 is the only source of manual actuation of the regulated release Remote Manual Pull Station Assembly 4835 assembly Pulley Elbow 423250 The total length of the cable used for each manual pull station with- Pulley Elbow 415670 in a system must not exceed 150 ft.(46 m). Puliey Tee 427g2g 'Assem6ly includes parts listed 6elow: The maximum number of pulley elbows that may be used per pull station is 20. 1/16"Stainless Steel Cable 50 ft.(15 m) 15821 One pulley tee, Part No.427929, is allowed per system. Oval Press-To-Crimp Sleeves 4596 Glass Break Rod (1) 4834 The maximum length of cable from the AUTOMAN to a pull station is 150 ft. (45.7 m) with a maximum of 20 pulley elbows used per MECHANICAL GAS VALVE REQUIREMEIVTS side of the tee.As the tee is located farther from the AUTOMAN, An Ansul or Ansul approved mechanical gas shut-off valve system the 150 ft. (45 7 m) maximum must be observed but as pulley can be attached to the R-102 system. The system works both elbows are placed between the AUTOMAN and the tee,they must mechanically and pneumatically by use of an air cylinder located be deducted from the available pulley elbows(20)allowed on each inside the regulated release assembiy. Upon actuation of the fire side suppression system,a pneumaticaily-operated air cylinder assem- Example: If 10 pulley elbows are placed between the AUTOMAN bly will mechanically ciose the gas shut-off valve. and the pulley tee, the maximum available pulley elbows left for The total length of the cable for each mechanical gas valve must ►use on each side of the tee is 10 per side.See Figure 94 for three not exceed 150 ft.(46 m).The maximum number of pulley elbows I difFerent examples. (Note: Both must be gas valves or both must that may be used is 20 for each valve. ►be pull stations.Mixing is not allowed.) One pulley tee (Part No.427929) is allowed per system. TEE CLOSETO AUTOMAN(EXAMPLE) The maximum length of cable from the AUTOMAN to a gas valve is PULLEY TEE 150 ft.(45.7 m)with a maximum of 20 pulley elbows used per side 12 IN. of the tee.As the tee is located farther from the AUTOMAN,the 150 (305 mm) ft. (45 7 m) maximum must be observed but as pulley elbows are placed between the AUTOMAN and the tee, they must be deduct- ed from the available pulley elbows (20)allowed on each side. Example: If 10 pulley elbows are placed between the AUTOMAN AUTOMAN and the pulley tee, the maximum available pulley elbows left for GAS VALVE OR GAS VALVE OR MANUAL PULL MANUAL PULL � use on each side of the tee is 10 per side.See Figure 94 for three 149 FT.(45.4 m)AND 20 PULLEY ELBOWS MAXIMUM different examples. PER EACH SIDE OF TEE Parts that may be used for installation of a Mechanical Gas Shut- TEE CLOSE TO GAS VALVES OR MANUAL PULL(EXAMPLE) off Valve are: Description Part No. iz iN. �2 iN. Gas Valve/Actuator 3/4 in.Assembly(Ansul)` 55598 (305 mm> (305 mm) Gas Valve/Actuator 1 in.Assembly(Ansul)* 55601 PULLEYTEE Gas Vaive/Actuator 1 1/4 in.Assembly(Ansul)" 55604 GAS VALVE OR GAS VALVE OR Gas Valve/Actuator 1 1/2 in.Assembly(Ansul)� 55607 MANUAL PULL MANUAL PULL Gas Vaive/Actuator 2 in.Assembly(Ansul)* 55610 AUTOMAN Gas Valve/Actuator 2 1/2 in.Assembly(ASCO)� 25937 149 FT.(45.4 m)AND 20 PULLEY ELBOWS BEPNEEN Gas Valve/Actuator 3 in Assembly(ASCO)* 25938 AUTOMAN AND TEE Pulley Elbow 423250 Pulley Elbow 415670 TEE HALFWAY BETWEEN AUTOMAN AND GAS VALVES OR MANUAL PULL(EXAMPLE) Puiley Tee 427929 75 FT(22.9 m)AND 10 PULLEY ELBOWS 1/16��Stainless Steel Cable 15821 or 50 ft.(15 m)or 500 ft.(152 m)roll 79653 Oval Press-To-Crimp Sieeve 4596 75 FT(22.9 m)AND 75 FT.(22.9 m)AND Stop Sleeve (2) 26317 10 PULLEY ELBOWS 10 PULLEY ELBO�NS ' Assembly includes parts listed below: � Pu��EY TEE Air Cylinder Assembly 15733 ', AUTOMAN Air Cylinder 15521 GAS VALVE OR GAS VALVE OR Tubing Assembly 15529 MANUAL PULL MANUAL PULL CopperTubing, 1/8 in. 15525 ' FIGURE 94 Male Elbow 15523 0�,90, Male Connector 15522 Machine Screw(2) 15421 Hex Nut(2) 15527 Lockwasher(2) 4141 Visual Inspection Seal (2) �g7 � r SECTION IV — SYSTEiVI DESIGN UL EX.3470 ULC CEx747 Page 4-53 10-1-02 REV. 1 MECHANICAL GAS VALVE REQUIREMENTS (Continued) Description Part No. All valves above are UL listed and approved They may be mount- Electric Solenoid Valve, 3/4 in NPT" 13707 ed in any position. Pipe threads are type NPT.Ambient operating Electric Solenoid Valve, 1 in. NPT" 13708 temperature range of all valves is 32 °F to 120 °F(0°C to 49 °C). Electric Solenoid Valve, 1 1/2 in.NPT* 13709 The vaives are not weatherproof and must be located indoors in Electric Solenoid Valve,2 in. NPT' 13710 areas approved by the"authority having jurisdiction" Electric Solenoid Valve, 3 in NPT" 17643 Manual Reset Relay(110 VAC) 14702 ELECTRICAL GAS VALVE REQUIREMENTS 'Valves are normally closed when de-energized. A UL Listed electrically-operated gas shut-off valve can be attached to the R-102 system to provide an electrical means of "ALARM INITIATIfVG SWITCH REQUIREMENTS shutting off the gas line at a predetermined point.If an electric gas The Alarm Initiating Switch can be field mounted within the shut-off valve is used in the system it must be attached with both ANSUL AUTOMAN release.The switch must be used to close a an electric(snap-action)switch and a manual reset relay For more supervised circuit to the building main fire alarm panel when the information on the types of electric(snap-action)switches, refer to ANSUL AUTOMAN release actuates.This action will signal the fire the Electrical Switch, Field Installation section.The manual reset alarm panel that there was a system actuation in the kitchen area. relay is reviewed in this section. The switch kit contains all necessary mounting components along All electrical connections should be performed by a QUALIFIED With a mounting instruction sheet. ELECTRICIAN and in accordance with authority having The switch is rated 50 mA, 28VDC jurisdiction Part No. Description The following is a brief explanation of how the R-102 system oper- ►428311 Alarm Initiating Switch Kit ates with an Electric Gas Shut-off Valve attached: With the regulated release cocked in the ready condition, the nor- ELECTRICAL SWITCH REQUIREMENTS mally closed contacts in the snap-action switch allow current to The electric(snap-action)switches for the R-102 system are spe- flow to the manual reset relay With the relay coil energized, nor- cially designed to fit the regulated release assembly The switches mally open contacts in the reset relay ciose, allowing the solenoid are intended for use with electric gas valves, alarms, contactors, in the gas valve to be energized lights, contractor supplied electric power shut-off devices, and Once the R-102 system is activated,the normally closed contacts other electrical devices that are designed to shut off or turn on in the snap-action switch will open, de-energizing the reset relay when the fire suppression system is actuated {See Figures This will,in turn,open the contacts in the relay which will cause the 98 through 100 for reference) gas valve to become de-energized and close. Contractors shall supply "UL listed, enclosed industrial control The system must be re-armed and the "push to reset" button on equipment or magnetic switch having a rating matching that of the the reset relay must be operated to reopen the gas valve. cooking appiiance, coil 110 VACl60 Hz or 24 VAC/60 Hz" It is important to note that a power failure or an electrical power All electrical connections should be performed by a QUALIFIED interruption will cause the gas valve to close even though the sys- ELECTRICIAN and in accordance with authority having tem was not fired jurisdiction. In either case,whether in a fired condition or when a power failure Electric(Snap-Action)Switches that may be field instailed are has occurred, the manual reset relay and electric gas shut-off Part fVo. Description valve must be reset to resume a normal operating condition For 423878 resetting, refer to the"Recharge and Resetting Procedures" One Switch Kit section in this manual. 4238�9 Two Switch Kit 423880 Three Switch Kit Approvals 423881 Four Switch Kit Ansul gas valves listed in this section are UL listed and approved Each switch has a set of single-pole, double throw contacts rated for 110 VAC If more information is required, refer to the Gas and at 21 amp, 1 HP, 125, 250, 277 VAC or 2 HP, 250,277 VAC. Oil Equipment List of Underwriters Laboratories, Inc. under NOTE:A relay must be supplied by others if the equipment load "Electrically Operated Valves Guide No.440 A5"or consult Ansul exceeds the rated capacity of the switch. Incorporated, Marinette,Wisconsin 54143-2542. Electrical wiring and equipment shall be installed in accordance If other gas valves are used, they shall be "UL listed electrically- with NFPA 70(National Electrical Code)or the requirements of the operated safety valves for natural or LP gas as required, of appro- authority having jurisdiction. priate pressure and temperature rating, 110 VAC/60 Hz"The infor- If a fire alarm system is provided, the fire extinguishing system mation on temperature and type of gas that the valves are suitable for may be found in the Gas and Oil Equipment List of shall be connected to the alarm system in accordance with the Underwriters Laboratories, Inc. under "Electrically Operated requirements of NFPA 72, National Fire Alarm Code, so that the Valves Guide No.440 A5" actuation of the extinguishing system will sound the fire alarm as well as provide the extinguishing function of the system. The electrically operated gas valve must be of the type that needs to be energized to remain open. If supervision of the electrical detection, electrical actuation or electrical power supply circuit is provided,it shall give prompt audi- Parts that may be used for installation of a 110 VAC Gas Shut-off ble or visual indication of trouble and shall be distinctive from Valve are alarms or indicators indicating operation or hazardous conditions as specified in NFPA 17A. I J 1 � SECTION IV — SYSTEM DESIGN UL EX.3470 ULC CEx747 Page 4-54 REV 1 10-1-02 ELECTRICAL SWITCH REQUIREMENTS(Continued) Electric(110 VAC/60 Hz) Gas Shut-off Valve INSTALLATION OVERVIEW POWER SOURCE-y Q MANUAL RESET O RELAY ELECTRIC SNAP-ACTION SWITCH � ELECTRIC GAS VALVE � JUNCTION BOXES � (NOT SUPPLIED BY ANSUL) � 000273 WIRING SCHEMATIC WIRING SCHEMATIC—RELAY PART NO.426151 --- BLACK ANSUL SNAP-ACTION SVUITCH RED (SWITCH CONTACTS SHOWN WITH ANSUL --�-- AUTOMAN IN THE COCKED POSITION) BROWN �-----------------^i I RESET POWER i � INDICATOR j GND� � r i I q B SCREW) 5 I L2 NEUTRAL � � 110 VAC(60HZ � RELAY COIL �4 L1 HOT I � � g i3 9 j 3 12 I 4 i 1 7 i1 � � I I i � MANUALRESET RELAY I i (PART N0.426151) i I I-----------------� ELECTRIC RATING 1/3 HP,10 Amp,120 VAC GAS VALVE 1/2 HP,10 Amp,240 VAC SEE NOTE 3 oozasz NOTE: 13 Amp,28 VDC 1 DENOTES FIELD INSTALLATION. 2. DENOTES FACTORY INSTALLATION. 3. CONTRACTORS:"UL LISTED ENCLOSED INDUSTRIAL CONTROL EQUIPMENT OR MAGNETIC SWITCH HAVING A RATING MATCHING � THAT OF THE COOKING APPLIANCE COIL,�iovrsoHz:� FIGURE 95 4. DO NOT USE BLACK WIRE ON SNAP-ACTION SWITCH IN NORMAL INSTALLATION.BLACK WIRE TO BE USED ONLY FOR EXTRANEOUS ALARM,LIGHT CIRCUITS,ETC. r � SECTION IV — SYSTEM DESIGN UL EX.3470 UL'C CEx747 Page 4-55 10-'i-02 REV.9 E�EGTRICAL SWITCH REQUIREMEiVTS�Continued) Electric(110.VAC/60 Hz)Application with Customer Supplied Contactar and Weating Element Load INSTALLATION�VERVIEW POWER SOURCE--► � (��pH(�pL RESET O REIAY � ELECTRIC �i yJl„„,� SNAP-AC710N 5W ITCH � CONTACTOR �/ (CUS70MER SUPPLIED) I JUNCTION BOX (NO7 SUPPLIED BY ANSUL) POWER ON-QFF SWITGN r � � (GUSTOMER SUPFLIED} �� aaaus WIRING SCHEMATIC WIRING SCHEMA7IC—RELAY PART NO 426151 _'"'-- BLACK RED BROWN ANSUL SNAP-ACTION SWITCH ---- {SWITCH C4NTACTS SHOWN WITH ANSUl� AUTOMAN IN THE COGKED POSITION) � � � ^+R^ RESET P4WER^ � � INCIICATOR � � GND� � RED -�—� I � � A B sCRew I 5 i � ! 4 I RELAY COIL L2 NEU7RAL � g i 3 L1 HOT 110 VAClBpHZ ! I 8 1 3 � 2 � 4 � � � t � T •°°°°°• -Q4-(-- CpNTACTOR{CUSTOMER SIfPP�IED} ' i r- -- � ' � � � � f—�-1 POWER ON-OFF S4VI7GH � MANUAL RESE7 RELAY � � ( � � {CUSTOtt�ER SUAP�tED} � (PART N0.42615i) � � � � 1 � �--------------------� L _ J I I ELECTRiC RATING TO HEATING �"r'�` TO POWER SUPP�Y 113 HP,16 Amp,32D VAC ELEMENT LOAD �-�,. 220V/44pV NOTE: 1!2 HP,10 Amp,240 VAC �__J 1 DENOTES FIELD INSTAI.LATION. �3 Amp,28 VDC oazaso . 2. DENOTE3 FAGTC7RY INSTA�LATIQN, 3. GAS VALVES:"UL LISTED ELECTRICA�LY-pPERATED SAFETY VALVE FQR NATURAL,OR LP GAS AS NEEDED OF APPROPRIATE PRESSURE AND TEMPERATURE RATING, 110V/60 HZ"OR ANSUL GAS VALVES,PART NUM6ERS 13707,13708,13709,1371p,AND 17643. � 4. DO NOT USE BLACK WtRE ON$NAP-ACTlON SWITCN iN NORMAL INSTAL�ASIqN.BI ACK WIRE TO BE USECt ONLY" FIGURE�F FOR EXTRANEOUS AtARM,LIGHT CIRCUITS,ETC. SECTION IV — SYSTEM DESIGfV UL EX.3470 ULC CEx747 Page 4-56 REV 1 10-1-02 ELECTRICAL SWITCH REQUIREMENTS (Continued) Electric(110 VAC/60 Hz)Application with Customer Supplied Contactor and Heating Element Load,and Power Supply Switch INSTALLATION OVERVIEW POWER SOURCE—► O MANUAL RESET � RELAY ELECTRIC SNAP-ACTION SWITCH OR SWITCH THERMOSTAT —► e � (CUSTOMER SUPPLIED) � JUNCTION BOX (NOT SUPPLIED BY ANSUL) CONTACTOR (CUSTOMER SUPPLIED) 000x�s WIRING SCHEMATIC WIRING SCHEMATIC—RELAY PART NO 426151 s--- B��K RED ANSUL SNAP-ACTION SWITCH ^ gROWN (SWITCH CONTACTS SHOWN WITH ANSUL ___ AUTOMAN IN THE COCKED POSITION) I-------------------'— —� RESET POWER � INDICATOR � I GND� � RED r I � A B SCREW� 5 � L2 NEUTRAL I � RELAY COIL �4 L1 HOT �10 VACl60HZ I 6 13 � 9 � � 3 12 I 4 � � � 1 r---i I ��^—J CONTACTOR I I SWITCH ORTHERMOSTAT (CUSTOMER SUPPLIED) I � (CUSTOMER SUPPLIED)�r-- MANUAL RESET RELAY !1 � (PARTN0.426151) � � i___J i �------------------J � i ELECTRIC RATING I I 1/3 HP,10 Amp,120 VAC � � 1/2 HP,10 Amp,240 VAC — � 13 Amp,28 VDC TO HEATING TO POWER SUPPLY ELENIENT LOAD 220V/440V NOTE: oozasi 1 DENOTES FIELD INSTA�LATION. 2. DENOTES FACTORY INSTALLATION. 3. CONTRACTORS:"UL LISTED ENCLOSED INDUSTRIAL CONTROL EQUIPMENT OR MAGNETIC SWITCH HAVING A RATING MATCHING THAT OF THE COOKING APPLIANCE COIL,110V/60HZ" s 4. DO NOT USE BLACK WIRE ON SNAP-ACTION SWITCH IN NORMAL INSTALLATION.BLACK WIRE TO BE USED ONLY FIGURE 97 FOR EXTRANEOUS ALARM,LIGHT CIRCUITS,ETC. � � . SECT101V V - INSTAC.�AT[ON liVS7RUCTIOtVS UL EX.3470 ULC CEx747 Page 5-1 8-1-01 REV 4 ti�tSTALLAT[O�!INSTRUGT101tilS The installation information listed in this section deals with the lim- If nat already done, mpunt both boxes to a rigid surface itations and parameters o#this pre-engineered system Those indi- using apprapriate fasteners. vidua(s responsible far the instaliation of the R-102 sysfem must be trained and hald a current Ansul certificate in an R-102 training Fill tanks per inskructions listed in Steps 3 and 4 on program. Page 5-3. Before attempting any installation, the entire system design must Next,route hose through grommets and wrench#ighten into have been determined including: Nozzle P(acement, Tank 1/4 in.inlet of the adaptor on the tank in the tanklenclosure Quantity, Actuafion and Expeliant Gas Piping, Disfribution Pi m assembly. Also install hase ta tank adapfor in reguiated and Detection System Requirements and an installation sketc�h release and wrench tighten See Figure 74b in "Design shou(d 6e compieted Section"far details af hose rauting MOUNTING THE COMPONENTS REGULATED REL,EASE ASSEMBLY For successful system performance,the regulated release assem- bly, regulated actuator assembly(ies), and #ank-enclosure(s) or �161l21N. tank-bracket assembly(ies) used must be located in areas where (az�m> the air temperature will not fa11 be(aw 32 °F {0 °�} or exceed �a�sr�s t� 130 °F (54 °C). Also, the components must be arranged to con- � (35 cm) 1 3/81N. farm to the actuatian and expellant gas line, and fhe distributian r' � o {3.5 cm) piping guidelines nated in"System Design" ,••-r`� �'o �, 1 � . > � �`'`\. Use only an ANSUL AUTOMAN �� Regulatad Release � za�rz iN. ► assembiy or OEM Release/Bracket Assembly The regu- ` {ss.'�m} lator in this assembly is specificaily designed to allow a �� 1 197/161N! regulated flow of expellant gas into the agent tank{s} � � tag.3�� Absence of this regulator could cause the tank(s)to rup- �`~�. ture or create an improper system discharge, . / � Mount the regulated release assembly, OEM Release Assembly, '"' and each regulated actuator assembly required by compieting the "� ��'`''�� following steps.See F'sgures 1, 2, and 3, � .-� '`�EN, `Y/"� (19 cm) a. Select a rigid surface for mounting the enclosure The � mounting Iocations must a31t�w the regulated release assembly and tF�e regulafied actuator assembly(ies) ta be FiGURE 1 within the limitatian of the actuation and expellant gas line 0002a� lengths and must be able ta suppart the weighf of the REGU�ATEC?ACTUATOF2 ASSEMBLY assembly(ies) When the OEM Release Assembly is mounted inside a cabinet,clearances shal!be pravided far unrestricted movernenf af the release assembly compo- �`�6�l2 iN' nenks within the clased cabinet. t4Z`m� b. Detach cover from the enclosure.Remove a ent tank from 13 13l16 IN.�'`'` � {35 cmj enclosure and the expeliant gas line hose from the - e� 13181N. tank/adaptorassembly ��-""� � c3.jcm� �� c. Secure snclosure box fo seiecfed mounting (ocation using �-' ` the four mounting holes. Use apprapriate type af fasteners I depending on the rnounting surface. ° �'� � d When mounting a 6-gallon manifolded system (or a 6-gal- lon individual piped system)it is critical that each mounting G, � 23 112 IN. � {59.7 cmj box is lacated as shown in Figure 3a.Tnere must be a 5/16 � i in. space between each bax. Less than 5/16 in,will cause ' 19 7I16 1N. interference with the covers, and more than a 5l96 in.will I (as.s�m� cause a gap befween fhe two hose grommets which wi(1 +�'�' � expose the hase to possible tampering ar damage. � Q Remave the 7J8 in.knackaui in the left side of the ANSUL AUTOMRN release box and remove the 1 in, knockout in / ��`� the right side of the tank-enclosure box.Install grammets in 0 ,..-� 7 irz�rv. each{use Ansul hoselgrommet package,Part Na.418511�. �.�,,,,�� (7g�m) Remove 1I4 in. plug from back side of R-102 regular and ° install fixed end of secondary expellant gas hose(included FlGURE 2 in haselgrommet package, Part No.418511 j in 114 in. reg- k��x84 ulator outlet and wrench tighten. � , SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-2 REV 3 10-1-02 MOUNTING THE COMPONENTS(Continued) ►3.0 GALLON T/1NK BRACKET 3 1f2 IN. OEM RELEASElBRACKET ASSEMBLY (s cm)�ai 71N. �Iv�61N. (15 cm) (18 cm) � 1.0 � O � 9 3/4 IN.�� o � (25 cm) � / .38 Q � 0 8 5/8 IN. � �� (22 cm) 5.38 IN. � (13.7 cm) O 18.5 IN. o 0 (47 cm) 15 IN. (38 cm) � �° 7 13116 IN.� 000as� (20 cm) .62(1.5 cm) .62(1.5 cm) � SINGLETANK ENCLOSURE 9 IN. ��(22.9 cm) �a ��q 6�Nm� ��a 6 5/16 IN. (16 cm) FIGURE 3 � OOD7B7 //p \ I� MULTIPLE TANK ASSEMBLY a i 6 5/161N. � (16 cm) 13 13/16 IN. � � I i LOCATION OF ~(35 cm) � I GROMMETS f � 231l21N. (59.7 cm) ► � _� 19 7/16 IN. ' I(49.4 cm) � 1 � �� I 19 7/16 1N. 19 7/16 1N. / � (49 cm) i (49 cm) a m \ 71/�N. �(19.1 cm) � 0 00029D FIGURE 4 ►101 REMOTE RELEASE 5 131I6 IN. (14.9 cm) 9 3/8 IN. .28 IN.(.7 cm) (23.8 cm) �86 W. HOLE(TYP) I 7 1/8 IN. y FIGURE 3a �18��0R1� I 000iee �- --�__ 0� � +' � 0 � • I Do not install cartridge at this time or system may be actuated. 0 � �a vz iN. (47 cm) 2.Mount each tank-enciosure or tank-bracket assembly by com- zi�rz iN. pleting the following steps� �ea.s om> � a. Select a rigid,vertical surface for mounting the enclosure or � bracket. (Keep in mind that the 3 gallon tank is taller than the bracket.Allow sufficient space for convenient piping and �` \ removal) ° b. Remove tank from enclosure or bracket,and secure enclo- sure or bracket to the mounting location using the four o mounting holes.Use appropriate type of fasteners depend- ing on the mounting surFace FIGURE 4a ► 0��464 . • SECTION V - INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-2.1 10-1-02 REV 4 MOUNTING THE COMPONENTS(Continued) ► ALL STAINLESS STEELTANKS 3 Fill each agent tank by completing the following steps: � 2 1/4 IN.±�/g IN.(57 mm t 3 mm) 8. R2fT10V@ t8f1IC 8Cj8ptOfltUbB 8SS@f1lbl�/ffOfll f81lIC fII OP@fllflg. FROM THETOP OFTHE COLLAR Visually inspect tank adaptor to determine bursting disc is in =_—� FOR THE 3.0 GALLON TANK place and that silver side is away from tank.See Figure 5. - °R , 1 3/4 IN.t 1!8 IN.(45 mm t 3 mm) FROMTHETOP OFTHE COLLAR � � FOR THE 1.5 GALLON TANK aoo2sz ► RED PAINTED STEELTANK 1 IN.TO 1 1/8 IN.(25-29 mm) FROM THE BOTTOM OFTHE _-_——(- FILL OPENING -- T FOR BOTH 3.0 GALLON AND 1.5 GALLON TANKS FIGURE 5 000291 b. � � Safety glasses should be worn during transfer opera- tions of ANSULEX Low pH Liquid Fire Suppressant. Avoid contact with skin or eyes.In case of contact,fiush immediately with water for 15 minutes. if irritation per- ��o292a sists,contact a physician.Do not take internally.If taken ► FIGURE 6 internally do not induce vomiting. Dilute with water or 000z9z milk and contact a physician immediately c. Reinstall adaptor/tube assembly to tank by tightening until � metal to metal contact is achieved between bottom of adap- Place plastic funnel in fill opening and fill tank with 1.5 tor and tank collar (5.8 L) or 3.0 (11 6 L) gallons of only ANSULEX Low pH 4. Place each tank into its enclosure or bracket. ► Liquid Fire Suppressant. See Figure 6 for detailed fiiling ► tolerances. NOTE: Use a funnel with a screen to stop any foreign material from entering the tank.See Figure 6. � � ' During filling,the agent temperature should be 60°F to 80 °F (16 °C to 27 °C). DO NOT FILL WITH COLD � AGENT. DO NOT OVERFILL. Overfilling may result in agent entering gas hoses and regulator potentially , causing system malfunction. I � , SECTION V — IIVSTALLATIOfd INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-2.2 REV 1 7-1-98 NOTES: : SECTION V — lNSTALLATION INS7RUCTIONS ► UL EX.3470 ULC CEx7A7 Page 5-3 7-1-98 REV.2 INSTALLING THE ACTUATION AND EXPELLANT GAS LINE NOTICE Before installing any actuation or expellant gas line, the piping Do not allaw tape to overlap the pipe open- design must be determined, and the regulated release assembly, ing, as this cauld cause possible biackage of each regu(ated actuator assembly and each tank-bracKe#assem- the gas pressure. biy should be securely mounted Thread sealant or compound must not be used Generai Piping Requirements 4 When connecting actuation or expellant gas line piping,install 1.llse oniy 1!4 in. Schedule 40 black iran, hat-dipped galva- a 1/4 in.union near the tank inlet for easy disassembly later nized,chrome-plated,or stainless steel pipe and fittings. 2.Before assembling the pipe and fittings,rnake certain aA ends Actua#ion Gas Line are carefuliy reamed and blawn clear of chips and scale. Install actuation gas lin� from the regulated release mechanism Inside of pipe and�ttings must be free of oil and dirt. high pressure side outiet (side opposite regulated outlet)through 3.The piping and fitting connections must be sealed with pipe the appropriate 4cnaefcaut in the enclosure by campleting the fol- tape When applying pipe tape, start at the second maie �awing steps: thread and wrap the tape (iwo turns rnaximum) clockwise 1 Remove the 118 in.plug from high pressure sids outiet. ins#aii around the threads, away from the pipe opening the apprbpriate fitting for additional equipment attachment as required A 1/4 x 1/8 in.reducing fitting is required to cannect the 'i/4 in.actuation line.See Figure 7 Typical Arrangements Far A One Device Cannection To Cartridge Receiver 8 � fl 6 �00243 Typical Arrangements For A Twa Device Connection To Gartridge Receiver 9 8 - � 8 �x 07J'293 Typical Arrangements For A Three Device Connection To Cartridge Receiver r � Q - X O � _ � 000295 70 REGULATED ACTUATOR TQ TANK IN (MLl�TIPI�E TANKS ON�Y} BRACKET OR T4 TANK IN BRACKET TO REGULATED TO ENCLOSURE ONLY} �ENCLOSURE �4R ENCLOSURE /�h ULTIPLQE TANKS ON�Y) ir- � TO PRESSURE 2 kN.NIFPLE SWITCH REQUIRED � � � � ' ,� 000ans TO TANK iN REGULA7ED TO TANK IN REGULATED TO TANK IN REGULATED TO TANK IN REGULATEb RELEASE ASSEMBLY RELEASE ASSEMBLY RELEASE ASSEMBLY RELEASE ASSEMBLY SINGLE TANK DOUBLE AND MULTIPLE TANKS SINGLE TANK WITH DOUBLE AND MU�71P�E PRESSURE SWiTCH TANKS WITH PRESSURE CONNECTION SWITCH CONNEC710N NOTE: ALL PIPE ANp FITfINGS SHALL BE SCHEDULE 40(STANDARD WEIGH7)BLACK IRON,HQT-TIPPEO GALVANIZED,CHROME-PLA7ED,OR STAINLESS STEEL. FIGURE? SECTION V — INSTALLATIOIV INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-4 REV 4 10-1-02 INSTALLIfVG THE ACTUATION AND EXPELLANT GAS LIPJE (Continued) Actuation Gas Line(Continued) 2. Run piping up through the regulated release assembly enclo- 4. If an expeilant gas line is connected to the regulated release sure knockout to the inlet on top of each regulated actuator assembly along with an actuation gas line,the total combined assembly used within the system length of the actuation and expellant gas line must not 3 The total combined length of the actuation gas line from the exceed 30 ft.(9 m).See Figure 9. regulated release assembly to all regulated actuator assem- 5 A combined total of nine fittings may be used in these lines, biies must not exceed 20 ft.(6 m)when using an LT-20-R nitro- eight 90° elbows and one tee.Two 45° elbows equal one 90° ► gen cartridge, an LT-30-R nitrogen cartridge, a 101-10 COZ elbow. � ► cartridge, or a 101-20 CO2 cartridge.See Figure 8 ACTUATION GAS LINE WITH AN LT-20-R, LT-30-R,101-20 OR 101-30 CARTRIDGE MAXINIUM LENGTH—20 FT.(6 m), � MAXIMUM NO.OF FITTINGS—9 REGULATED ACTUATOR ASSEMBLY EXPELLANT GAS LINES NOT INCLUDED IN ACTUATION GAS LINE LENGTH TOTALS REGULATED ACTUATOR ASSEMBLY REGULATED ACTUATOR ASSEMBLY ANSULAUTOMAN FIGURE 8 REGULATED RELEASE ASSEMBLY aoons ACTUATION AND EXPELLANT GAS LINES WITH A"DOUBLE-TANK"OR 101-30 CARTRIDGE MAXIMUM COMBINED LENGTH—30 FT.(9 m),� MAXIMUM COMBINED FITTINGS—9 REGULATED ACTUATOR ASSEMBLY EXPELLANT GAS LINES NOT INCLUDED IN COMBINED TOTALS REGULATED ACTUATOR ASSEMBLY REGULATED ACTUATOR ` ASSEMBLY REGULATED RELEASE ASSEMBLY FIGURE 9 ANSUL AUTOMAN REGULATED 000zse RELEASE ASSEMBLY SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-5 10-1-02 REV 4 INSTALLING THE ACTUATION AND EXPELLENT GAS LINE (Continued) 4�_.lE an actuation gas line is connected to the regulated release Expellant Gas Line From The Regulated Release Assembly assembly along with an expellant gas line,the total combined Install expeliant gas line from the regulated release assembly reg- � length of the gas lines must not exceed 30 ft. (9 m) when ulator in the enclosure by completing the following steps: using a"double-tank"nitrogen cartridge or a 101-30 CO2 car- � tridge.See Figure 9. 1 The regulated release assembly is shipped with a factory- installed regulator The regulator has two 1/4 in.outlets,one at 5 A combined total of nine fittings may be used in these lines, the back and one at the bottom.The bottom outlet connects eight 90° elbows and one tee Two 45° elbows equal one 90° the expellant gas hose to the agent tank which is mounted elbow inside the enclosure.The back outlet is sealed with a 1!4 in. Expellant Gas Line From The Regulated Actuator Assembly plug 2. Connect expeilant gas hose to the agent tank mounted inside �nstall expellant gas piping from the regulated actuator assembly the enclosure. If a pressure switch is required, a 1/4 in x 1/8 regulator through the appropriate knockout in the enclosure by in.reducing fitting will be required for connection between the completing the foliowing steps. back regulator outlet and the pressure switch.See Figure 7 1 The regulated actuator is shipped with a factory-installed reg- ulator The regulator has two 1/4 in. outlets 135° from each DOUBLE AND MULTIPLE TANK SYSTEMS: other One outlet is sealed by a 1/4 in.plug and the other con- tains the expellant gas hose for the agent tank which will be If the expellant gas piping is required because an additional mounted within the enclosure Connect expellant gas hose to tank-enclosure or tank-bracket assembly is being installed,the the agent tank that is mounted inside the enclosure. plug installed in the back outlet must be removed.(See Figure ! 6 for proper connections to the regulator) 2. Remove the 1/4 in.pipe plug from the regulator side outlet and I 3 Pipe the 1/4 in.expellant gas line from the regulator back out- Pipe the 1/4 in expellant gas line from the regulator through I t thr the knockout provided in the enclosure to a tank-enclosure or e ough one of the knockouts provided in the enclosure. tank-bracket assembl .A maximum of one tank-encl y osure or The total length of the expellant gas line from the regulated tank-bracket assembly is allowed per regulated actuator release assembly must not exceed 30 ft.(9 m)when using a assembly ► "double-tank" nitrogen cartridge or a 101-30 CO2 cartridge. The maximum length of the expellant gas line from the re u- See Fi ure 10 g g lated act uator to the tank-bracket assembly must not exceed 30 ft.(9 m).See Figure 11 EXPELLANT GAS LINE 3 A total of nine fittings may be used in these lines, eight 90° MAXIMUM LENGTH—30 FT(9 m), � elbows and one tee Two 45° elbows equal one 90° elbow MAXIMUM NO.OF FITTINGS—9 EXPELLANT GAS LINE MAXIMUM LENGTH—30 FT.(9 m),� MAXIMUM NO.OF FITTINGS-9 REGULATED RELEASE ASSEMBLY FIGURE 10 aoane REGULATED ACTUATOR ��, ASSEMBLY FIGURE 11 000m � i � SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-6 REV 2 10-1-02 INSTALLING THE ACTUATION AND EXPELLENT GAS LIfUE (Continued) Actuation Gas Line From 101 Remote Release(s)to Regulated Actuators Install actuation gas piping from the remote release(s)to the reg- ulated actuators by completing the following 1. Pipe the 1/4 in.actuation gas line from the 1/4 in.outlet in the remote release receiver,through the knockout provided in the top of the release enclosure, to each regulated actuator assembly. The maximum length of the actuation gas line from the remote release to all regulated actuators must not exceed 100 ft. ► (30.5).See Figure 12.NOTE.Stainless steel hose and fittings ► can be used See Component Section for detailed information. 2. A maximum of nine tees and twenty elbows are allowed in the actuation piping Two 45° elbows equal one 90° eibow. See Figure 12. 3. A safety relief valve (Part No. 15677) must be installed in the actuation piping See Figure 12. , SAFEN RELIEF 9 TEES 20 ELBOWS � VALVE MAXIMUM � MAXIMUM � 9/4 IN.ACTUATION LINE—100 FT(30.5 m)MAXIMUM I _,,__ � � � EXPELLANT � � I GAS LINE � I I � ii � J`—'l n i I � li � � ' � ' � � �] ' [� �� '�r°�� i � � � �� i i � i � � ' ❑ i ; ❑ i i ❑ �i' 'I I I I � I I �-I�--� I � I � � � � i i � I I � � I � � I I I I I I I � I � D � i ��i II I I � REMOTE RELEASE REGULATED MECHANISMS ACTUATOR AGENT TANK AND BRACKET OR (5 MP,XIMUM) W ITH TANK(TYP) AGENT TAN K I N ENCLOSURE(TYP) FIGURE 12 000aoi . � SECTION V — INSTALLATION IPISTRUCTIONS UL EX.3470 ULC CEx747 Page 5-7 10-1-02 REV 3 INSTALLING THE DISTRIBUTION PIPING Before the following procedures can be completed, the piping 2. Based on the piping sketch developed in the"System Design" design must already be determined;and the actuation and expel- section of this manual, install the supply line and position the lant gas lines from the regulated release, each regulated actuator, tees at points where branch lines must be installed. See and each tank-enclosure or tank-bracket assembly should already Figure 13 be installed �__'_� These installation instructions are identical for singie, double, and i i multiple-tank systems except for the quantity of tanks and hazard � � areas to be covered. �-------_� �___________� i i � General Piping Requirements � i i 1 Use Schedule 40 black iron, chrome-plated, or stainless steel L--------------------� pipe and fittings. NOTICE Do not use hot-dipped galvanized iron pipe or � fittings in the agent distribution piping. 2. Before assembling the pipe and fittings, make certain all ends ❑ are carefully reamed and blown clear of chips and scale. Inside of pipe and fittings must be free of oil and dirt. FIGURE 13 000302 . e distribution piping and fitting connections, located in or 3. Run ali branch lines to the hazard area and connect each noz- above the hood or the protected area, must be sealed with pipe tape.When applying pipe tape, start at the second male zle.(Make certain all fittings are tight and all piping is secure- thread and wrap the tape (two turns maximum) clockwise ly bracketed ) The 1 WS and 1 NS nozzles can be aimed by around the threads, away from the pipe opening slipping a 3/8 in Schedule 40 pipe over the tip, moving the tip to the correct aiming point, and then wrench tightening the NOTICE retaining ring. Do not allow tape to overlap the pipe opening as the pipe and nozzles could become plugged. 4 All threaded connections located in the protected area, must Thread sealant or compound must not be used be sealed with pipe tape. Tape should be applied to male as it could plug the noules. threads only Make certain tape does not extend over the end of the thread, as this could cause possible blockage of the 4 Distribution piping may be run independently or two agent agent distribution. tanks may be manifolded together and run to the predeter- 5 Before installing blow-off caps on nozzies, a I a small mined hazard area.Only agent tanks expelied from the same pP y amount of Dow Cornin cartridge may be manifolded g No. 111 silicone grease across the opening in the nozzle tip and also a small amount coating the NOTICE � exterior of the blow-off cap DO NOT FILL CAP WITH Closely follow the piping requirements for each � � GREASE. size system,as detailed in the"System Design" NOTICE section,when installing distribution piping. When using a metal blow-off cap, make certain >Pipe Hanger Recommended Guidelines the spring clip rotates freely on the metal cap 1 Space hangers as follows: ► 6 When a nozzle utilizes a metal blow-off cap, the nozzle tip must be coated with Silicone 111 grease before the cap is Maximum Recommended installed The grease must be wiped across the tip and around Pipe Size Distance Beiween Hangers the tip so that a rim of grease will be seen once the nozzle cap ' 3/8 in. 5 ft.(12.7 cm) is in place.also,apply grease to the outside of the cap includ- 2. Hangers should be placed between elbows when the distance , ing application of the grease between the cap clips and the ► is greater than 2 ft.(0.6 m). cap ► 7 Make certain a blow-off cap is in place over each nozzle tip. Piping Installation These blow-off caps are designed to keep grease from build- 1 Starting at the tank,pipe directly from the union located on the ing-up on the nozzle orifice and inhibiting the agent flow See tank adaptor A reducing fitting may be necessary to conform Figure 14 to the distribution piping. t � I / 000303 OOD3W 000305 FIGURE 14 SECTION V — INSTALLATION IfVSTRUCTiONS UL EX.3470 ULC CEx747 Page 5-8 REV 1 7-1-98 INSTALLING THE DETECTION SYSTEM Before the following procedures can be completed, the detection 2. For a terminal detector located in a duct or header opening, design must already be completed.These installation instructions secure both sides of the detector bracket with conduit, as are identical for single, double, and multiple-tank systems except shown in Figure 16 for the number of hazard areas to be covered NOTICE Inform customer that fusible links should not be - exposed to ammonia-based chemical cleaners or steam. 1.Based on the requirements listed in the"System Design"sec- I I tion, mount the detectors in their predetermined locations. 2.Run 1/2 in conduitfrom the regulated release mechanism trip �_ _ � hammer assembly knockout hole to locations selected for mounting the detectors. NOTE: Before assembling the conduit and fittings, make cer- tain all ends are carefully reamed and b�own clear of chips and scale.Inside of pipe and fittings must be free of oil and dirt. ► When changing the direction of conduit, use only Ansul pulley elbows,except,at the top of the regulated release,it is accept- i ► able to use the"Conduit Offset Assembly"(Part No.79825). Ansul offers three sryles of detector bracket assemblies. Part �_ _ _ _� No.56837 and 56838 are the"clip-on"style series and termi- FIGURE 16 nal detector assemblies. These detector assemblies use a 00030� "clip-on"style linkage assembly and do not require the wire rope to be threaded through the linkage assembly while it is being fed through the detection system. 3 Starting at the regulated release assembly,feed the wire rope through the hole in the regulated release mechanism locking Part No. 15373 and 15375 are the "hinged" style series and clamp, allowing the excess wire rope to hang down. (Do terminal detector assemblies.These detector assemblies use not tighten set screws in locking clamp at this time.) See a detector linkage assembly which requires the wire rope to Figure 17 be threaded through each linkage assembly while the rope is being fed through the detection system Part No.417368 and 417369 are the"scissor"style series and terminal detector assemblies.These detector assemblies use a detector linkage assembly which does not require the wire rope to be threaded through the linkage assembly while it is being fed through the detection system p LOCKING o CLAMP Installing"Clip-On"Style Linkage ' 1 Secure the conduit to the detector bracket using the two 1/2 in.steel compression fittings on the series detector bracket or the single 1/2 in, steel compression fitting on the terminal detector bracket.See Figure 15. FIGURE 17 000309 COMPRESSION-► FITTING NUT a 121N.STEEL / i COMPRESSION FITTING FIGURE 1 5 aoosos NOTICE Do not use zinc die cast compression connec- ' tors on the detection conduit lines as these will , not withstand the normally high temperatures experienced in the plenum area. SECTION V — INSTALLATION INSTRUCTIONS ► UL EX.3470 ULC CEx747 Page 5-9 7-1-98 REV 1 IFISTALLING THE DETECTIOId SYSTEM(Continued) Installing"Clip-On"Style Linkage(Continued) 6.To give a constant tension on the wire rope during installation 4 From the regulated release assembly, run the stainless steel of the detector linkage, hang a vice grip or other weighted wire rope through the conduit, pulley elbows and detector device on the excess stainless steel wire rope,leaving an ade- brackets to the terminal detector. quate length of spare wire rope between the locking clamp NOTICE and the weighted device. If wire rope requires splicing, make certain NOTICE splice is at least 12 in.(30.5 cm)away from any When attaching the weighted device to the pulley elbow or conduit adaptor to avoid inter- excess wire rope, allow approximately 3 in. ference. (8 cm)of wire rope for each detector linkage for 5 Feed the wire rope through the terminal detector bracket as proper installation. shown in Figure 18 or as shown in Figure 19 if the terminal Example: If the system has six detectors, there should be detector is mounted within a duct or header opening, and approximately 18 in. (46 cm) of excess wire rope install the stop sleeve approximately 2 to 3 in (5 to 8 cm)from between the locking clamp and the weighted the end of the wire rope. See Figure 20 Use the National device, which will be utilized when the linkage is Telephone Supply Company Nicopress Sleeve Tool(Stock No. put in place. 51-C-887)or equal to properly crimp the stop sleeve 7 Starting at the terminal detector, place the small tab of the detector linkage onto the wire rope.See Figure 21 (� ��; C � � , � FIGURE 18 000370 FIGURE 21 000313 8.With the tab positioned on the wire rope, press and snap the detector linkage onto the wire rope.See Figure 22. � � ' \� /! C FIGURE 19 r 000311 •,� �` i�� 2-3 I N. (s-a cm)—` FIGURE 22 000314 1� FIGURE 20 0003tz SECTION V — INSTA�LATEO�V IlUST32UCTlONS UL EX.3470 ULC CEx747 Page 5-10 REV 1 7-1-98 tl�lSTALI�ING TFiE DETECT]{?N SYSTEM{Continued} Installing"Clip-On"Style Linkage(Continued) 12. Position the assembled linkage onko the detector bracket.See 9 Place the tab of fhe ather half of the detector Grrkage on the ��9ure 26 (Far optimum detectian, rr�ake certain the solder oppasite side of the wire rope and press the linkage until it joint is in the down position.) snaps anto the rope.See �igure 23 BRACKET ,.�� [ � LINKS / Y�-'`�� . ... �� '�^.� �" i � \r�� \_�'^�_� � M I I � � I FiGURE 23 FIGURE 26 OGOJ15 �OU378 NOTICE NOTICE The hook partions af the detector linkage should When positianing the linkage in the bracket,it is now face away from each other recammended ta locate the linkage slightiy vff 10 Nex#, rotate both halves af the detector linkage upside down, center,toward the terminal detectar side. with the detector linkage groove over the wire rope. See 13 lnstall the linkage and the carrect Ansu! approved fusible link Figure 24. in the remainder o#the detector brackets. 14 Insert cocking lever(Part No. 14995) on left side of the regu- �� lated release mechanism, with the movable flange res#ing ,� � � securely against the corner of the cartridge receiver and ,� �/'r spring housing, and with the notched lever portion engaging '"'� the cacking pin on bath sides of the regulated release mech- � anism.See Figure 27. 1 ) FIGURE 24 ~ � °? 000316 11. After fitting the pivat paint of the two detectar linkage halves together,squeeze the two halves and place the correctly rated � m Ansui approved fusible link over bath detector hooks. See Figure 25. cocK�N�P3ra / � �.-� �' COCKING LEVER �,,./� � � /� FIGURE 27 oaoa�� FIGURE 25 OOD317 SECTION V — INSTALLATION INSTRUCTIONS ► UL EX.3470 ULC CEx747 Page 5-11 7-1-98 REV. 1 INSTALLING THE DETECTION SYSTEM (Continued) Installing"Clip-On"Style Linkage(Continued) 17 Make certain tension lever is in the "UP" position. See 15 With a downward motion of the cocking lever,raise cocking in Figure 30. P , until the trip lever indented surface moves underneath the pin and locks the pin in the"UP"position.See Figure 28 � o � 1 �� a`� TENSION LEVER ''' IN"UP"POSITION C� ``a 1\\ �� m � ��, p � , �� \VI \� �u� 8 � � � � � FIGURE 30 000322 � 18 Verify each�detector linkage assembly,with correct fusible link, is in the detector bracket, located slightly toward the terminal detector side. NOTICE Due to the close adjustment between the trip FIGURE 28 hammer and cable lever assemblies, use oniy oo„3zo the particular fusible link(s}selected for installa- 16 Remove cocking lever and insert lock bar(Part No. 14985)on tion in each detector, including terminal detec- left side of the cable lever, over the two shouldered projecting tor,to ensure correct adjustment when perform- stud extensions, and slide bar forward into lockin osition. ing Steps 19 and 20 9P , (The regulated release mechanism cannot be actuated, nor 19 Raise trip hammer 3/8 in.to 1/2 in (9.5 to 12.7 mm), pull all can enclosure cover be repiaced until the lock bar is slack out of wire rope, and tighten set screws on locking removed )See Figure 29. clamp. / \ � � � LOCK B� � PROPERLY INSTALLED FIGURE 29 0003zi I _ _ J SECTION V — INSTALL,4TION IRISTRUCTIONS UL EX.3470 ULC CEx747 Page 5-12 REV.3 7-1-98 INSTALLING THE DETECTION SYSTEM(Continued) Installing"Clip-On"Style Linkage(Continued) NOTICE 20. Lower tension lever to"DOWN"position and inspect the base Do not use zinc die cast compression connec- of the wire rope clamping device to make certain that there is tors on the detection conduit lines as these will ► a minimum of 1/4 in. (6 4 mm) and a maximum of 3/8 in. not withstand the normally high temperatures � (9.5 mm) ciearance between the base of the trip hammer experienced in the plenum area. assembly and the cable lever assembly. See Figure 31. (If 2. For a terminal detector located in a duct or header opening, ► clearance is not between 1/4 in.(6 4 mm)or 3/8 in.(9.5 mm), secure both sides of the detector bracket with conduit, as ' raise tension lever, loosen set screws on locking clamp and shown in Figure 33. repeat Steps 19 and 20.) ► TRIP HAMMER - ASSEMBLY 0 � � 1!4 IN.MINIMUM I d - i (6.4 mm) ► 3/8 in.MAXIMUM � � (9.5 min) — - 002463 TRIP HAMMER BASE 00 � I�_,�' � I , �--- - - �- �� p , oazasa FIGURE 31 � FIGURE 33 ' 000s2a 3.Starting at the release assembly, feed the wire rope through �' � the hole in the release mechanism locking clamp,allowing the ° excess wire rope to hang down.{Do not tighten set screws in Do not install cartridge at this time as an accidental actu- locking clamp at this time.)See Figure 34 ation could cause system discharge. 21 Test detection system in accordance with the "Testing and Placing in Service;'Testing Detection System section of this manual. 22. When testing has been completed,cut off excess wire rope in O LOCKING the regulated release assembly, leaving approximately 2 in. � CLAMP (5 1 cm)of wire rope below the ciamping device. "Scissor"Style Linkage Installation 1 Secure the conduit to the detector bracket using the two 1/2 in.steel compression fittings on the series detector brack- et or the single 1/2 in.steel compression fitting on the terminal FIGURE 34 detector bracket.See Figure 32. 000309 COMPRESSION—► FITTING NUT / 1/2 IN.STEEL / COMPRESSION FITTING FIGURE 32 G00306 SECTION V — INSTALLATION INSTRUCTIONS ► UL EX.3470 ULC CEx747 Page 5-13 7-1-98 REV 1 INSTALLING THE DETECTION SYSTEM (Continued) "Scissor"Style Linkage Installation(Continued) NOTICE 4.From the release assembly, run the stainless steel wire rope When attaching the weighted device to the �, through the conduit, pulley elbows and detector brackets to excess wire rope, allow approximately 3 in. � the terminal detector. (8 cm)of wire rope for each detector linkage for � proper installation. NOTICE If wire rope requires splicing, make certain splice is at least 12 in.(30.5 cm)away from any Example: If the system has six detectors, there should be , puliey elbow or conduit adaptor to avoid interFer- approximately 18 in. (46 cm) of excess wire rope ' ence. between the locking clamp and the weighted device, which will be utilized when the linkage is 5 Feed the wire rope through the terminal detector bracket as put in place. shown in Figure 35 or as shown in Figure 36 if the terminal detector is mounted within a duct or header opening, and 7 Install detector scissor assembly as shown in Figure 38 Note install the stop sleeve approximately 2 to 3 in.(5 to 8 cm)from that the ANSUL AUTOMAN release is located on the left side the end of the wire rope. See Figure 37 Use the National of the detector bracket.Slightly crimp the two assembly"boot- Telephone Supply Company Nicopress Sleeve Tool(Stock No. hooks" over the cable with pliers so the cable is captured 51-C-887 or e ual to ro erl crim the sto under each hook but the whole assembl can move fro ) Q p p Y p p sleeve Y m side to side.Center the assembly in the detector bracket. , � � .�� 1 ! � � 6, � - "ANSUL AUTOMAN,. � w FIGURE 35 ,�� 000310 FIGURE 38 000soa 8 Hook the fusible link on the ANSUL AUTOMAN release side of the hook assembly,then pull the fusible link to the opposite � side and complete the hookup as shown in Figures 39 and 40. The top of the hook assembly must be inside the bracket stiff- eners.The hook assembly with the fusibie link in place must be located toward the terminal detector side of the bracket. FIGURE 36 0003i� � �2-3 IN. Op (5-8 cm) d � � �� FIGURE 39 , 000s�: , FIGURE 37 0003t2 6 To give a constant tension on the wire rope during installation of the detector linkage, hang a vice grip or other weighted device on the excess stainless steel wire rope,leaving an ade- O quate length of spare wire rope between the locking clamp � and the weighted device. � I I ' � FIGURE 40 000324 I SECTIOM V — INSTALLATION IiVSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-14 REV.2 8-1-01 � INSTALLING THE DETECTION SYSTEM(Continued) "Scissor"Style Linkage Installation (Continued) 9 Install the linkage and the correct Ansul approved fusibie link ► in the remainder of the detector brackets. Make certain all detector linkages are positioned against either the front or back upper lip of the formed detector bracket.See Figure 40a. �� 1.. �� m �� 8 � FIGURE 42 000320 12. Remove cocking lever and insert lock bar(Part No. 14985)on left side of the cable lever,over the two shouldered projecting stud extensions, and slide bar forward into locking position. � FIGURE 40a (The release mechanism cannot be actuated, nor can enclo- oo,�t9 sure cover be replaced until the lock bar is removed.) See 10 Insert cocking lever(Part No.14995)on left side of the release Figure 43. mechanism,with the movable flange resting securely against the corner of the cartridge receiver and spring housing, and with the notched lever portion engaging the cocking pin on � both sides of the release mechanism.See Figure 41 � 0 � � � LOCK BAR -` 0 � PROPERLY INSTALLED I I m COCKING PIN FIGURE 43 / 000azi /� 13 Make certain tension lever is in the "UP" position See COCKING LEVER Figure 44 i � 1� 7� FIGURE 41 �a aoos,y 11 With a downward motion of the cockin lever,raise cockin in a„ TENSION LEVER 9 9 p j IN"UP"POSITION i until the trip lever indented surface moves underneath the pin � and locks the pin in the up position.See Figure 42. � O ��u �vt �� N� \ FIGURE 44 000322 SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-15 8-1-01 REV 2 INSTALLIIVG THE DETECTION SYSTEM (Continued) 112 IN.STEEL "Scissor"Style Linkage Installation(Continued) FITTINGSSSION 14. Verify each detector linkage assembly,with correct fusible link, � is in the detector bracket, located fully toward the terminal 1/2 IN.COMPRESSION� detector side. FirriN�Nur NOTICE FIGURE 46 Due to the close adjustment between the trip o�0�30 hammer and cabie lever assemblies, use only NOTICE the particular fusible link(s)selected for installa- Do not use zinc die cast compression connec- tion in each detector, including terminal detec- tors on the detection conduit lines as zinc will tor,to ensure correct adjustment when perform- not withstand the normaily high temperatures ing Steps 15 and 16 experienced in the plenum area 15 Raise trip hammer 3/8 in.to 1/2 in. (9.5 to 12.7 mm), pull all 2. Starting at the regulated release assembly,feed wire rope up slack out of wire rope, and tighten set screws on locking through hole in regulated release mechanism locking ciamp, clamp allowing excess wire rope to hang down. (Do not tighten set 16 Lower tension lever to"DOWN"position and inspect the base screws in locking clamp at this time)See Figure 47 of the wire rope clamping device to make certain that there is ► a minimum of 1/4 in. (64 mm) and a maximum of 3/8 in. I (9 5 mm) clearance between the base of the trip hammer assembly and the cable lever assembly See Figure 45 (If ► clearance is not between 1/4 in (6 4 mm)or 3/8 in. (9.5 mm), raise tension lever, loosen set screws on locking clamp and repeat Steps 15 and 16.) o LOCKING a CLAMP TRIP HAMMER ASSEMBLY � � 1/4 IN.MINIMUA4 t (s.a mm) FIGURE 47 � 3/8 in.MAXIMUM ooaaoe (9.5 mm) 3 From the regulated release assembly, run the stainless steel wire rope through the conduit, pulley elbows and to the first TRIP detector HAMMER BASE 4. Before continuing on past the detector bracket, feed the wire 00 rope through the detector linkage assembly.See Figure 48 5 Continue running the wire rope through the conduit and pulley elbows and feed it through each detector linkage assembly at I each additional bracket. � 6. At the terminal detector, feed wire rope through the terminal detector clamping device.Allow 2-3 in.(5-8 cm)of wire rope to extend beyond the clamping device and wrench tighten the set FIGURE 45 screws.See Figure 48 000sz� 2-31N. � � (5-8 cm)�i Do not install cartridge at this time as an accidental actu- ation could cause system discharge. �o � 17 Test detection system in accordance with the Testing and � � oo�� Placing in Service Section, Page 7-1 —7-3, of this manuai 18 When testing has been completed,cut off excess wire rope in the regulated release assembly, leaving approximately 2 in FIGURE 48 (5.1 cm)of wire rope below the clamping device. °°°33Z 7 To give a constant tension on the wire rope during positioning Installing"Hinged"Style Linkage of the detector linkage(s}, hang a vise grip or other weighted 1 Secure the conduit to the detector bracket using 1/2 in. steel device on the excess stainless steel wire rope, leaving an ade- compression fittings.Thread the compression fitting into the quate length of spare wire rope between the locking clamp detector bracket and then secure by using the lock nut sup- and the weighted device. plied with the fitting See Figure 46 SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-16 REV. 1 7-1-98 INSTALLING THE DETECTION SYSTEM (Continued) Installing"Hinged"Style Linkage(Continued) 11. With a downward motion of the cocking lever, raise the cock- NOTICE ing pin until trip hammer indented surface moves underneath When attaching the weighted device to the the pin.See Figure 51. excess wire rope, allow approximately 3 in. (8 cm)of wire rope for each detector linkage for proper installation. Example: If the system has six detectors, there should be approximately 18 in. (46 cm) of excess wire rope between the locking clamp and the weighted device, which will be utilized when the linkage is C. put in place. �`�� 0 ``\. 8 Starting at the terminal detector, squeeze the linkage togeth- �� er and place the correctly rated Ansul appraved fusible link ,� over both detector hooks. For optimum detection, make cer- � tain the solderjoint is in the down position.Locate the linkage 8 i in the center of the detector bracket.See Figure 49 � o I � FIGURE 49 000333 9 Proceed to install the remainder of the Ansul approved fusible links on the detector hooks and position the linkage in the cen- FIGURE 51 ter of each bracket. oaoszo 12. Remove the cocking lever and insert lock bar(Part No.14985) 10. Insert cocking lever(Part No. 14995)on left side of regulated on left side of cable lever, over the two shouldered projecting release mechanism with the movable flange resting securely stud extensions, and slide the bar forward into the locking against the corner of cartridge receiver and spring housing, position. (The regulated release mechanism cannot be actu- with the notched lever portion engaging the cocking pin on ated, nor can enclosure cover be replaced until the lock bar is both sides of the regulated release See Figure 50 removed.)See Figure 52. _ ` � ,�' \ � � I � � LOCK B� COCKING PIN � PROPEP.LY INSTALLED COCKING LEVER � FIGURE 52 000321 FIGURE 50 000319 , SECTION V — INSTALLATION INSTRUCTIONS ► UL EX.3470 ULC CEx747 Page 5-17 7-1-98 REV. 1 INSTALLING THE DETECTIOW SYSTEM (Continued) Installing"Hinged"Style Linkage(Continued) TRIP HAMMER 13 Make certain tension lever is in the "UP" position. See ASSEMBLY Figure 53 • � 1/4 IN.MINIMUh•i � i (6.4 mm) ► � 3/8 in.MAXIMUM � (9.5 mm) :� Q � � '� TRIP :,� � TENSION LEVER BASE ER O IN'UP"POSITION OD ��u �VI \A �u� „ j„ � FIGURE 53 000922 FIGURE 54 14. Verify each detector linkage assembly,with correct fusible link� 000323 is approximately centered in the detector bracket. NOTICE • Due to the close adjustment between the trip � hammer and cable lever assemblies, use only Do not install cartridge or do not remove lock bar at this the particular fusible link(s) selected for the time as an accidental actuation could cause system dis- installation in each detector,including the termi- charge. ', nal detector,to ensure correct adjustment when performing Steps 15 and 16. 17 Test detection system in accordance with the "Testing and 15. Raise trip hammer 3/8 in. to 1/2 in. (9.5 to 12.7 mm), pull all Placing in Service;'Testing Detection System section of this slack out of wire rope, and tighten set screw on locking clamp. manual 16. Lower tension lever to"DOWN"position and inspect the base 18 When all testing has been completed in the "Testing and of wire rope clamping device to make certain that there is a Placing in Service"section,cut off excess wire rope in the reg- ► minimum of 1/4 in. (6 4 mm) and a maximum of 3/8 in ulated release assembly, leaving approximately 2 in. (5 1 cm) I (9.5mm) clearance between the base of trip hammer assem- of wire rope below the clamping device. bly and cable lever assembly. See Figure 54. (If clearance is . not between 1/4 in.(6 4 mm)or 3/8 in.(9.5 mm), raise tension ' lever,loosen set screws on locking clamp and repeat Steps 15 and 16) _ � SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-18 REV.4 10-1-02 INSTALLING REMOTE MAiVUAL PULL STATIOfd REMOTE MANUAL PULL STATION SINGLE APPLICATION To install a remote manual pull station complete the following O � PULLEY steps: e�aow 1 Make certain that regulated release assembly enclosure cover is detached and lock bar is properly inserted within the regu- lated release mechanism. wiRe ROPe _ MOTICE � OVAL SLEEVE Failure to follow these instructions may lead to CABLE � system actuation. �EVER P RELEASE 2. Verify that cartridge has been removed from regulated release � MECHANISM assembly and that the regulated release assembly is in the � 4 cocked position. REMore MANUAL PULL If regulated release assembly does not have lock bar inserted STATI\ON gREAK ROD LOCK BAR or cartridge removed, refer to the"Semi-Annual Maintenance;' ` p�LL 8 Page 8-1,in"Maintenance Examination"section,and complete sioe Steps 2 and 3 before completing the following installation steps. sruo 3. Select a convenient location in the path of exit for mounting JUNCTION BOX(NOT RING HANDLE ' the pull station(s)to the wall.Height and location of pull station SUPPLIED BY ANSUL) should be determined in accordance with authority having FIGURE 55 001090 JUfISdICt10�. REMOTE MANUAL PULL STATION DUAL APPLICATION The totai length of the wire rope used for each manual pull sta- tion within a system must not exceed 150 ft.(46 m}. � �� Q The maximum number of pulley elbows that may be used per PULLEYTEE PULLEY each manuai pull station is 20 of Part No.423250 or 415670 ELBOW �OVAL A maximum of two (2)manuai pull stations can be connected SLEEVE to each AUTOMAN Release. � 4 If'unction box es is used, fasten a 4 in. 10 cm unction box � RELEASE � � � � �� MECHANISM to wall or in wall where puli station is to be mounted, with �� , I mounting screws positioned so that when pull station cover is CABLE positioned in place, the printing will appear right side up and LEVER �� LOCK � readable P�� BAR � PIJLL � ALTERNATE METHOD OF CONNECTION I� � 000335 a. Thread 3/4 x 1/2 in reducing coupling to bushing on back �uNCTION BOX(NOT REMOTE� Of @8CI1 COV@f 8SS8f1lbIY.S@8 FIgUfB Jr'48. SUPPLIED BY ANSUL) MANUAL PULL STATION b. Mount pull station cover(s)directly to wall at selected loca- ► tion so that printing is right side up and readable. / WALL—. / ��i COMPRESSION PULLEY /�� CONNECTOR ELBOW O f— OPTIONAL. /� PULLEY TEE CAN � � BE LOCATED IN OTHIS POSITION o I � � � �� SHORT PIECE / BELL OF CONDUIT REDUCING PULL I� COUPLING STATION (MOUNTTO WALL) RELEASE MECHANISM FIGURE 54a 002465 5 Install and secure 1/2 in. conduit, pulley tee (if required), and I� pulley elbows from each pull station to regulated release 8 1I assembly as necessary.See Figure 55 or 56 I� See Figure 56a for optional methods of installing wire rope o0652� when utilizing a pulley tee, Part No.427929 e FIGURE 56 SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-19 10-1-02 REV 4 INSTALLING REMOTE MANUAL PULL STATION Continued ( ) INSTALLING MECHANI CAL GAS VALVE PULLEY TEE,PART NOTICE �N0.4279290NLY Mechanical gas valves are designed for indoor installation only. To install each Mechanical Gas Shut-off Valve complete the fol- • NO ELBOWS lowing steps. (All gas valve installation and testing shall be made ' ALLOWED IN �THISAREA in accordan ce with the authority having jurisdiction.) NOTE: Mechanical gas valve air cylinder(s)can be installed in reg- OVAL SLEEVE, ulated release assemblies and also regulated actuator �PARTN0.4596 assemblies. Installation in either is the same. ' 1 Make certain that regulated release assembly enclosure cover is detached and lock bar is properly inserted in the regulated CONNECTTO AIR CYLINDER FOR GAS oua9os release mechanism. i VALVES AND CONNECT TO RELEASE TRIP LEVER FOR PUL�STATIONS NOTICE CONTINUOUS WIRE ROPE Failure to follow these instructions may lead to system actuation. _ 2. Verify that cartridge has been removed from regulated release , assembly and that the regulated release mechanism is in the OVAL SLEEVE, cocked position. MINIMUM OF PART N0.4596 ' s w.��s2 mm�� If regulated release mechanism does not have lock bar insert- �(2)OVAL SLEEVES, ed or cartridge removed, refer to the "Semi-Annual Mainten- r PARTN0.4596 � ance;' Page 8-1, in "Maintenance Examination" section, and NO EL80WS ALLOWED complete Steps 2 and 3 before completing the following instal- I MINIMUM OF CONNECT TO 6 IN.(152 mm) �WHERE TWO WIRE lation steps. ROPES ARE PRESENT AIR CYLINDER FOR GAS 3. Remove plug from cartridge receiver.See Fi ure 57 SPLICED WIRE CONTINUOUS WIRE VALVES AND 9 ROPE � ROPE � CONNECT TO CARTRIDGE RECEIVER RELEASE TRIP � �-� • LEVER FOR PULLEYTEE,PART PULL NO.427929 ONLY STATIONS ► NOTE:EITHER BOTH MUST BE GAS VALVES OR BOTH MUST BE � � I PULL STATIONS.MIXING IS PLUG � � NOT ALLOWED. \ OOS910 FIGURE 56a FIGURE 57 6. Feed wire rope from each pull station through conduit and �00339 each pulley elbow to cable lever located at regulated release 4 Locate air cylinder and bracket assembiy over the two 7/32 in. assembly (6 cm) holes on right side of the enclosure. Assemble with screws, lockwashers, and nuts. Wrench tighten. See Figure NOTICE 58 Air cylinder(s) can also be mounted in the inverted posi- Make certain that wire rope rides on top and in tion, allowing for direct exit out the knockout(s) in the bottom center of pulley sheave. If the 50 ft.(15 m)wire of the enclosure.See Figure 59 rope has been spliced to accommodate a longer FOR MOUNTING ONE MECHANICAL GAS VALVE run, do not a�low the spliced ends to be within 6 in. (152 cm) of any pulley elbow or conduit WIRE ROPE-s �STOP SLEEVE adaptor 7 Fasten pull station assembly to each junction box (if junction box is used). MOUNTING BRACKET 8. Slide oval crimp sleeve onto wire rope.Loop wire rope through AIR CYLINDER-► I cable lever guide holes and back through the oval crimp Roo sleeve.See Figure 55 - �``'_ 9 Pull slack out of each wire rope and crimp sleeve. (Use the �� '� National Telephone Supply Company Nicopress Sleeve Tool � � �. Stock No. 51-C-887 or equal to properly crimp stop sleeve) I p~� I� See Figure 55 � � I � � � � �- 'I/8 IN.COPPER TUBING AND FITTINGS FIGURE 58 oaoxo L SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-20 REV 2 8-1-01 INSTALLIIVG MECHANICAL GAS VALVE(Continued) TOP KNOCKOUTS � 0 MECHANICAL GAS VALVE AIR CYLINDER BOTTOM R-102 REGULATEO KNOCKOUTS RELEASE c�� FIGURE 59 000sai ►NOTE:Two air cylinders are necessary only if the old style pulley tee, Part No. 15342, is utilized. If new style pulley tee, � Part No.427929, is utilized, only one air cylinder is required. , Individual wire ropes can be run from each gas valve to a sin- 'i >gle air cylinder.See Figure 60. 5 To install second mechanical gas valve shut-off system,locate second air cylinder and bracket assembly adjacent to first �'i assembly and over the two remaining 7/32 in.(6 cm) holes I provided on right side of the enclosure. Assemble second cylinder with screws, lockwashers, and nuts as required. ► Wrench tighten See Figure 60 WIRE ROPE� STOP SLEEVES � (SYSTEMS USING AIR CYLINDER PULLEY TEE, RODS � PART NO.15342) �� " MOUNTING , `i BRACKETS � ; r- 000�.:z �1/8 IN.COPPER TUBING AND FITTINGS � i—� / � (SYSTEMS USING / \ PULLEYTEE,PART NO. f STOP 427929) 1 � �SLEEVES NOTE:NO ELBOWS � � �2� ARE ALLOWED \ / BETWEEN AUTOMAN AND PULLEYTEE I � 00.C655 FIGURE 60 ► 0003az SECTIOtV V — INSTALLATIOM If�STRUCTIONS UL EX.3470 ULC CEx747 Page 5-21 8-1-01 REV 2 INSTALLING MECHANICAL GAS VALVE(Continued) ANSUL MECHANICAL GAS VALVES ' 6 Install the necessary 1/8 in.copper tubing and fittings for each air cylinder to the accessories piping arrangement on the reg- o > ulated release mechanism.See Figures 58 and 60 ° NOTICE o D Do not kink 1/8 in.copper tubing or form a bend too close to a fitting.Secure each fitting without over tightening. Over tightening could result in pressure leakage or line separation at actuation. �� CORRECT WAY• 7• VISE GRIP ENDS NEXTTO PIPE � � r BEING INSERTED.PREVENTS \J EXCESS STRAIN ON VALVE BODY To reduce the risk of explosion due to leaking gas, make certain that the gas line is tumed off before connecting the -- — gas valve 900333 Install mechanical gas valve to its selected location in gas line so that it ensures safe shut-off to all predetermined appliances CORRECT WAY: o being protected upon actuation of the system.Mechanical gas WRENCH APPLIED NEXT TO PIPE � WRONG WAY• valves may be mounted in any convenient horizontal or verti- Exc SS STR,4 NDON VALVETBODY. o� WRENCH APPLIED ► cal position.See Figure 61. � AT THIS POINT � STRAINS VALVE a. Use new pipe,properly reamed and cleaned of inetal chips. soov. b. Make certain gas flow is in the same direction as arrow � shown on gas valve.To avoid cracking the gas valve cast- �� ing,do not overtighten pipe connections.If pipe tape,paste, ' � spray, or similar lubricant is used, extra care should be ;� �`1 taken to avoid overtightening. Apply lubricant to male `� �\ threads only c. Wrench tighten pipe to gas valve. DO NOT USE GAS 000�„ VALVE AS A LEVER WHEN INSTALLIPJG OR VALVE ` DAMAGE MAY OCCU62. See Figure 61 ASCO MECHANICAL GAS VALVES d if strainer is utilized, attach strainer ahead of gas valve. e If necessary, install drip leg in gas line in accordance with the authority having jurisdiction. f The total length of wire rope allowed for each valve must not exceed 150 ft.(46 m) g. The maximum number of puliey elbows allowed for each gas valve is 20 ,� CORRECT WAY: WRENCH APPLIED NEXT � TO PIPE BEING INSERTED � PREVENTS EXCESS � STRAIN ON VALVE BODY. �� \ 000345 CORRECT WAY• VISE GRIP ENDS NEXT TO PIPE BEING INSERTED. PREVENTS EXCESS STRAIN ON VAWE BODY WRONG WAY• � WRENCH APPLIED AT e� THIS POINT STR,41N5 VALVE BODY � \ � - OOD346 � FIGURE 61 SECTION V — INSTALLATIOfV INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-22 REV.2 8-1-01 IiVSTALLING MECHANICAL GAS VALVE(Continued) ASCO MECHANICAL GAS VALVE 8 Install 1/2 in.conduit,and puliey elbow(s)from the mechanical gas valve to regulated release assembly enclosure as neces- sary COCKING LEVER 9. Beginning at the regulated release assembly, thread the end o 0 of the wire rope through hole provided in air cylinder rod See ' Figure 58. 10 Feed end of wire rope through conduit and each pulley elbow Make certain that wire rope rides on top and in center of pulley sheave. If the 50 ft. (15 m) wire,rope has been spliced to accommodate a longer run,do not allow the spliced ends to be within 12 in.(30 cm)of any pulley elbow or conduit adaptor � � 11 Remove side cover on gas valve and thread end of wire rope %-��J �� through hole in cocking lever Slide stop sleeve (Part No. 0°°349 26317) O� t0 wire rope and crimp �USe the National COCKED OPEN POSITION FIRED CLOSED POSITION Telephone Supply Company Nicopress Sleeve Tool Stock No. ' FIGURE 63 51-C-887 or equal to properly crimp stop sleeve) Make cer- �4. Raise air cylinder rod"UP"to its maximum extended position. tain crimp is on top of cocking lever, with wire rope curled , See Figure 58 ► under lever.See Figure 62. 15. Manually pull wire rope to remove excess slack. NOTICE ��WIRE ROPE DO NOT ACTUATE THE MECHANICAL GAS VALVE. Each Mechanical Gas Valve System STOP SLEEVE �� must have gas valve cocked and ai�cylinder rod extended"UP"ta its maximum extension before completing next step. \� COCKING -�LEVER 16 Slide stop sleeve against air cylinder rod, make certain ali slack is removed from wire,and crimp stop sleeve See Figure ' S8 17 Cut off any excess wire rope approximately 3/4 in.(2 cm)from end of stop sleeve. • FIGURE 62 18. NOTE: If utilizing a pulley tee to operate a single mechanical 000�n� gas valve from two (2)ANSUL AUTOMAN releases, 12. With the end of wire rope already threaded through hole in air ° see Figure 64 for installation instructions. Maximum cylinder rod,slide stop sleeve(Part No.26317)onto wire rope length of wire rope to each ANSUL AUTOMAN and leave loose. Do not crimp stop sleeve at this time See � release must not exceed 150 ft. (45 7 m) and maxi- , ' Figure 58. ► mum number of eibows must not exceed 20. �13 Cock mechanical gas valve as shown in Figure 63. . TO"ANSUL AUTOMAN" TO"ANSUL AUTOMAN" ANSUL MECHANICAL GAS VALVE RELEASE N0.1 � n RELEASE N0.2 � 6 IN.(152 mm)MINIMUM COCKING LEVER FROM CRIMP SLEEVE . AL�LOWED WHERE�WO TO PULLEY TEE WIRE ROPES ARE PRESENT �a �� 2 IN.(51 mm)MINIMUM � USE(2)TWO �� ,�� FROM CRIMP SLEEVE OVAL SLEEVES, � � ` TO COMPRESSION PART NO.4596 ( FITTING :\ \�1 l~ -" _ �� 92�G q?SG l ( = �'7 ' - -,� a--• a�--► aoosae � FIGURE 64 aoiosi COCKED OPEN POSITION FIRED CLOSED POSITION , � SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-23 8-1-01 REV.3 i INSTALLING ELECTRICAL GAS VALVES CORRECT WAY: NOTICE VISE GRIP ENDS NEXT TO PIPE � BEING INSERTED.PREVENTS � - Electric gas valves are designed for indoor EXCESS STRAIN ON VALVE BODY installation only , The following instructions and schematics iliustrate methods of procedures for installing 110 VAC Electric Gas Shut-off Valves. 1 Make certain that regulated release assembly enclosure cover � is detached and lock bar is properly inserted within the regu- � I lated release mechanism. NOTICE ooioez Failure to follow these instructions may lead to system actuation. coRRecrwnr �`o� 2. Verify that cartridge has been removed from regulated release ERNG INSERTED PREVENTOS IPE � WRONG WAY: assembiy and that the regulated release mechanism is in the EXCESS STRAIN ON VALVE BODY WRENCH APPLIED AT THIS POINT STR,4INS cocked position. vn�ve aoov If regulated release mechanism does not have lock bar insert- T' �� \ � ed or cartridge removed, refer to the "Semi-Annual Mainten- � ,� ; , � ''� ance;' Page 8-1, in "Maintenance Examination"section, and J � � � �\� complete Steps 2 and 3 before completing the following instal- �� \ lation steps. 3 on�o93 � � FIGURE 65 To reduce the risk of explosion due to leaking gas, make 4 Install and secure 1/2 in.conduit from each electric gas valve certain that the gas line is turned off before connecting the to manuai reset relay enclosure gas valve. 5 Tag and connect electrical wiring to each electric gas valve. Then,feed wire through conduit to manual reset relay.Tape or Install each electric gas valve to its selected location in gas place a wire nut on any unused wire leads in accordance with line so that it ensures safe shut-off to all predetermined appli- authority having jurisdiction Refer to Figures in "Design"sec- ances being protected upon actuation of the system.Refer to tion for typical wiring diagrams. ► manufacturer's instructions (if provided).See Figure 65 6 a. Use new pipe properly reamed and clean of inetal chips. � • b. Install valve so that the actuator is above the horizontal pipe Before working on any electrical wiring,make certain main line with no more than a five degree (5°)lean either way power has been disconnected Failure to disconnect main c. Make certain gas flow is in the same direction as arrow power could cause personal injury or death if contact is shown on gas valve made with energized wires. d. If strainer is utilized, attach strainer ahead of gas valve. Connect electrical wiring to manual reset relay along with any e. If necessary, install drip leg in gas line in accordance with contactor, or contractor supplied devices needed Refer to authority having jurisdiction. manufacturer's instructions and proper figure listed for assis- tance. 7. Tape or place a wire nut on any unused wire leads in accor- dance with authority having jurisdiction. 8 Install and secure 1/2 in. conduit from the regulated release assembly enclosure to manual reset relay enclosure If snap-action switches have not been attached,go to"Electric ' Switch" section and instail them at this time by completing Steps 3 through 8 - 9 Tag and connect electricai wiring to each electric(snap-action) switch.Then, feed wire through conduit to manual reset relay. 10 Connect wiring from each electric (snap-action) switch to manual reset rela terminals. Refer to manufact - Y urer's instruc tions (if provided)and proper figure for assistance. 11 Tape or place a wire nut on any unused wire leads in accor- , dance with authority having jurisdiction. 12. Properly return electrical power to the system. SECTION V — INSTALLATION IIVSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-24 REV.3 10-1-02 INSTALLING ELECTRICAL SWITCHES The procedure for field installing an electric(snap-action)switch is b. With the ANSUL AUTOMAN in the fired position, press the as follows: lever of each switch up,there should be no audible click. � When installing multiple switches, make certain all switch- � es transfer when the release operates. If they do not, read- Unused wire leads will become"hot"when the system is oper- just their position. ated Failure to adequately cover exposed wire end(s) will c. If an audible click is heard in the fired position several cause electric shock if touched adjustments can be made.The trip lever extension pin can be rotated so the peak of one of the hex points is pointed 1 Make certain that regulated release assembly enclosure cover up against the switch levers.Tighten it in that position.If this is detached with lock bar properly inserted within the regulat- doesn't resolve the problem, loosen the screws holding the ed rele switches, apply a small counterclockwise torque on the ase mechanism. switches and retighten the screws. If necessary, a final NOTICE adjustment can be made by removing the snap action Failure to follow these instructions may lead to switch and bending the lever slightly. system actuation. d. After adjustments repeat steps a and b. Then, recock 2. Verify that cartridge has been removed from regulated release ANSUL AUTOMAN and install lock bar assembly and that the regulated release mechanism is in the ACTUATING ARM cocked position. If regulated release mechanism does not have lock bar inserted or cartridge removed, refer to the "Semi-Annual Maintenance;' Page 8-1, in "Maintenance � Examination" section, and complete Steps 2 and 3 before 0 � completing the following installation steps. If regulated release mechanism has a factory installed sole- e noid, it will also have a factory installed switch. 3. Press each wire assembly onto the 3-terminals located on the switch(s). Be sure that the connector is pressed tight against MOUNTING HOLE FOR TRIP LEVER EXTENSION oo�sza the switch.See Figure 66 ► BLACK SNAP-ACTION SWITCH r� COMMON RED �� RED ---�-�r� �� _'_ �� J O BLACK BROWN N.O. _�J �- ---- N.C. —z� �_ BROWN � e � TRIP LEVER \ PRESS CONNECTOR EXTENSION STUD TIGHTLY AGAINST SWITCH 0022�J8 NOTE:SWITCH SHOWN IN NORMAL POSITION ACTUATING FIGURE 67 ► ARM 8 The switch may now be connected to compatible components FIGUREo66 that are predetermined to shut off or turn on. Refer to manu- 4 Install switch{s) to the mounting bracket using provided fas- facturer's instructions (if provided) for proper wiring connec- teners and tighten securely. tions to compatible components. 5 If more than one switch is being installed, it is necessary to 9 Tape or place a wire nut on any unused wire leads in accor- attach the trip lever extension stud to the trip lever See Figure dance with authority having jurisdiction. 67 Using the provided fasteners,securely install the extension NOTICE stud Do not connect power source to any relay,con- 6 Raise switch actuating arm squarely over the cam surface of tactor, or contractor supplied devices until all the trip lever This wiil allow the trip lever, when actuated, to other electricai connections are made. Refer to force the actuating arm"UP,"thus reversing the normal condi- proper section or manufacturer supplied instruc- tion of the switch See Figure 67 tions for recommended installation procedures for these devices. For multiple switch installations, make certain switch actuating 10. Turn off power source and connect power line to any relay, arms are positioned on trip lever extension stud contactor, or contractor supplied devices where used. Before proceeding with Step 7, test electric (snap-action) switches: a. Remove lock bar With the ANSUL AUTOMAN in the cocked or ready position,press the lever of each switch up. If the switch is working properly there should be an audible click. , , SECTION V — INSTALLATION INSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-25 10-1-02 REV.3 WIRING 24 VDC REGULATED RELEASE ASSEMBLY (ULC APPROVED ONLY) Refer to the following notes and wiring diagram for instruction on wiring the 24 VDC regulated release assembly Notes: 1 To be connected to a nominal 12 VDC or 24 VDC releasing cir- cuit. Input power:450 mA at 12 VDC or 750 mA at 24 VDC. Solenoid on time Approximately 50 milliseconds. 2. Polarization: Observe polarity when connected to a release circuit;Terminal 4 positive,Terminal 8 negative. 3. All intercannecting wiring must be 18 AWG minimum. 4 Si contact rating:15A, 1/3 HP, 125 or 250 VAC resistive;1/2A, 125 VDC; 1/4A,250 VDC;5A, 120 VAC inductive. 5 SOLi coil resistance 28 OHMS +/- 10%at 77°F(25 °C). 6. Install the in-line supervisory device SDx across terminals No. 4 and No. 5. Refer to the releasing panel installation instruc- tions for supervisory device requirements. If an in-line super- visory device is not required,install jumper JZ across terminals No.4 and No.5 THESE SWITCH CONTACTS TRANSFER UPON A ACTUATION OF RELEASE �1 � I HIGH `J I r_` � _, /I � Te, i � I ACCESSORY * 1 � � POWER I SOURCE 2 i / � ** S, � LOW 3 Nc Y � (+' � � � I �� i � ..__- � , + S I � UL LISTED � � pR SDX 5 Z SUPERVISED N� I RELEASING �-----' 6 I CONTROL UNIT c—) � � � IN-LINE 7 � � SUPERVISORY / DEVICE TZ� p �-) 8 / � SOL1 I _ VOLTAGE I TRANSIENT I SUPPRESSOR � _``_ _ -J ' AUXILIARY ALARMING DEVICES,SEE S�RATINGS " FUEL SHUT-OFF VALVE,BLOWER MOTOR,DOOR CLOSER,ETC.,SEE 5�RATINGS. , FIGURE 68 002300 � • � SECTION V — INSTALLATION IfVSTRUCTIONS UL EX.3470 ULC CEx747 Page 5-26 REV.3 10-1-02 ►NOTES: . SECTION VI — TESTING AND PLACING IN SERVICE ► UL EX.3470 ULC CEx747 Page 6-1 7-1-98 REV 1 After the system has been completely installed, and BEFORE 6 Check burners for gaseous odor IF GASEOUS ODOR INSTALLING THE CARTRIDGE,the system must be tested at the EXISTS, MANUALLY PUSH THE AIR CYLINDER ROD TO regulated release assembly THE FULL "DOWN" POSITION IMMEDIATELY. This will cause the mechanical gas valve to shut the gas line off. TESTING MANUAL PULL STATION Open any doors and/or windows to clear the area of gaseous To test each remote manual pull station, complete the following fumes, then correct the gas leak before proceeding any steps: further 1 With the expellant gas cartridge removed, remove lock bar 7 If no gaseous odor exists,pilot light may be ignited at this time. from regulated release assembiy cable lever. 8 Reinstall side covers to gas valve housing. Make certain roll 2. On metal stamped pull station, remove glass break rod from pin is positioned within both sides of the valve housing slot. pull station by removing set screw on side of stud and slide Connect visual inspection seals (Part No. 197)on Ansul type glass break rod out.On molded plastic pull station,seai will be valves.See Figure 1 broken during test and must be replaced. 3. Pull ring handle on pull station.If the regulated release assem- bly is tripped easily,the remote manual pull station is pro erl � installed P y If the regulated release assembly does not trip, remove pulley tee (if provided}and each pulley elbow cover to make certain � � wire rope is resting on the pulley sheave. If this does not cor- rect the problem,there is too much slack in the line and it must be retightened. 4. Cut off any excess wire rope 3/4 in.(2 cm)above oval sleeve. visun�iNSPecTioN SEAL(PqRT N0.197) 5 Recock regulated release assembly using cocking lever(Part No. 14995)and reinstall lock bar(Part No. 14985) 6 On metal stamped pull station, slide glass break rod through stud and ring handle.Tighten set screw into stud.On molded plastic pull station, replace seal. NOTICE If no other devices are being attached, proceed FIGURE 1 to Page 6-4, Step No. 1, and test the detection 00�359 system. 9 Make certain the regulated release mechanism is cocked with lock bar in place. TESTING MECHANICAL GAS VALVES NOTICE To test each mechanical gas shut-off valve complete the following If no other devices are being attached, proceed steps: to Page 6-4, Step No. 1, and test the detection , 1. system. � e To reduce the risk of explosion due to leaking gas, before the gas line is turned on, make certain to extinguish any open flames and turn off all burners and any electrical or mechanicai devices that are capable of igniting gas. Turn gas line on. 2. Manually push each air cylinder rod to full "DOWN" position. The gas valve should close. If inechanical gas valve does not trip,remove each pulley elbow cover to make certain wire rope is resting on each pulley elbow sheave.If this does not correct the problem there may be too much slack in the line and it , should be retightened. , 3 Test for gas leaks by painting connections with a soap solu- tion. Bubbles indicate a gas leak.Tighten connections where leaks appear and repeat test again to make certain no other gas leaks exist. 4 If no gas leak is found,pull air cylinder rod to full"UP"position. 5 Recock mechanical gas valve SECTION VI — TESTING AND PLACING IN SERVICE ` ' ► UL EX.3470 ULG CEx747 Page 6-2 REV. 1 7-1-98 TESTING ELECTRICAL GAS VALVES TESTING ELECTRIC SWITCH To test each Electric Gas Shut-off Valve complete the following The procedure for testing a field installed Electric (Snap-Action) steps: Switch is as follows: �• iVOTICE � • If an electrical gas shut-off valve is attached to system, perform proper test procedure for the To reduce the risk of explosion due to leaking gas, before gas valve first, before completing the following the gas line is turned on, make certain to extinguish any steps. open flames and turn off all burners and any electrical or mechanical devices that are capable of igniting gas. 1. Turn power source on and if installed,depress reset button on manual reset relay (RED LIGHT ON). All electrical devices Turn gas line on. should be operating at this time. 2. Make certain electric(snap-actiori)switch is properly wired 2• Remove lock bar. 3. Make certain all other devices conhected to the manual reset � � relay are properly wired. Refer to typical wiring diagrams in Figures 80, 81, and 82 in"Design"section. Do not install cartridge at this time or system may be 4 Test for gas leaks by painting connections with a soap solu- actuated. tion. Bubbles indicate a gas leak.Tighten connections where leaks appear Repeat test again to make certain no other gas 3. Manually actuate the system by operating the remote pull sta- leaks exist. tion. It may be necessary to remove the glass break rod prior 5. If no gas leaks are found, turn power source on and depress to operating pull station. (If installed, the manual reset relay � the reset button on the manual.reset relay (RED LIGHT ON) will de-energize the electric gas valve,thus shutting off the gas to energize(OPEN)electric gas valve. line,) All electrically-operated devices predetermined to shut off or turn on should do so. If this does not occur, turn power 6 Remove lock bar from regulated release mechanism, source off and make sure all wiring is properly connected and retest. Refer to Figures 84, 85, and 86 in"Design"section for � • typical wiring diagram. 4. If test is successful, recock regulated release mechanism Do not install cartridge at this time or system may be using cocking lever (Part No. 14995) and reinstall lock bar � actuated. (Part No. 14985). If a manual reset relay is installed, depress the reset button (RED LIGHT ON}.It will also be necessary to 7. Manually actuate the system by operating the remote pull sta- re-light any pilot lights on the cooking appliances. tion.(It may be necessary to remove the glass break rod prior NOTICE , to operating pull station.) Manual reset relay (RED LIGHT If no other devices are being attached, proceed OUT) will de-energize (CLOSE) the electric gas valve, thus to Page 6-4, Step No. 1, and test the detection shutting off the gas line. If this does not happen, turn power system. source off.Then re-examine all wiring connections for proper ' hookup.Refer to Figures 80,81,and 82 in"Design"section for � typical wiring diagram. 8. If test is successful, recock regulated release mechanism using cocking lever (Part No. 14995) and reinstall lock bar � {Part No. 14985).Depress reset button on manual reset relay (RED LIGHT ON). 9. Check burners for gaseous odor. IF GASEOUS ODOR EXISTS,TURN OFF POWER SOURCE IMMEDIATELY.This will cause the electric gas valve to shut the gas line off. Open any doors and/or windows to clear the area of gaseous fumes, then correct the gas leak before proceeding any further. '� 10. If no gaseous odor exists,pilot light may be ignited at this time. NOTICE If no other devices are being attached, proceed � to Page 6-4, Step No. 1, and test the detection system. . - SECTION VI — TESTING AiVD PLACING IN SERVICE UL EX.3470 ULC CEx747 Page 6-3 10-1-02 REV.2 TESTING DETECTION SYSTEM 1. Test detection system by completing the following steps: 4. Upon successful actuation of the system,complete the follow- a. Raise the regulated release mechanism tension lever to the ing steps. "UP"position a. Raise tension lever to"UP"position and install a properly- b. Remove the fusible link from the terminal detector and rated fusible link in the terminai detector ► install a test link(Part No. 15751).See Figure 2. b. Cock regulated release mechanism using cocking lever (Part No. 14995)and insert lock bar(Part No. 14985). O c. Lower tension lever to"DOWN"position. Od Locate detector linkage and center in each bracket. For"clip on"styie linkage, locate linkage in bracket slightly toward termination end of detection run. TEST LINK ► FIGURE 2 For"scissor"style linkage, locate linkage in bracket all the OOD363 way toward termination end of detection run. c. Locate detector linkage and center in each bracket. e. Make certain the 1/4 in (6 4 mm) minimum to 3/8 in. For"clip on"style linkage, locate linkage in bracket slightly (9 5 mm)maximum clearance was maintained between the toward termination end of detection run. base of the trip hammer assembly and the cable lever I assembly � For°scissor"style linkage, locate linkage in bracket all the NOTICE way toward termination end of detection run. Reset any electrical equipment that may have d Lower regulated release mechanism tension lever to been affected by the system actuation. "DOWN"position and remove lock bar. f Install appropriate cartridge into the regulated release e. Using a wire cutter,cut the test link at the terminal detector mechanism receiver and each regulated actuator receiver to simulate automatic actuation. Hand tighten firmly. ' f If system actuates successfully,go to Step 4 g. Remove the lock bar ' 2. If the re ulated release mechanism does not actuate c 9 , heck ► h. Install cover on regulated release assembly and each reg- the following components and remedy any disorder as follows ulated actuator assembly and secure with appropriate fas- a. Check the detector linkage for correct positioning. teners or visual inspection seal. Insert seal (Part No. 197) in each upper and lower cover hole, if applicable.If system b. Check the wire rope for knotting or jamming. is install in an OEM enclosure, attach enclosure cover and c. Check pulley elbows to see that wire rope is free and cen- ' secure with appropriate hardware or procedure. tered in pulley sheaves. If any evidence of pulley elbow i Record installation date on tag attached to unit and/or in a ' deformation is found, replace the pulley elbow. permanent file. d Make certain that lock bar is removed. e. Make certain that regulated release mechanism is cocked. f Make certain that tension lever is in"DOWN"position. 3. Re-test the system by completing the following steps. ' a. Make certain regulated release is cocked and lock bar is inserted. b. Raise the regulated release mechanism tension lever to the "UP"position. � c. Install a new test link (Part No 15751) on the terminal detector d Lower the regulated release mechanism tension lever to the"DOWN"position. e Check for 1/4 in (6 4 mm)minimum 3l8 in (9.5 mm)maxi- mum clearance between the trip hammer assembly and the � cable lever assembly. f. Remove the lock bar g. Using a wire cutter,cut the test link at the terminal detector to simulate automatic actuation l J SECTION VI — TESTING AND PLACING IN SERVICE UL EX.3470 ULC CEx747 Page 6-4 REV.2 10-1-02 'NOTES: I i , SECTION VII — RECHARGE AND RESETTING PROCEDURES ► UL EX.3470 ULC CEx747 Page 7-1 � 7-1-98 REV. 1 �The recharge information listed in this section deais with the limi- RECHARGE tations and parameters of this pre-engineered system Those indi- NOTICE viduals responsible for the recharge of the R-102 system must be Determine the cause of system discharge and trained and hold a current Ansul certificate in an R-102 training correct immediately before performing system ►program recharge. For continued fire protection, the R-102 restaurant fire sup- 1. Remove the enclosure cover from the ANSUL AUTOMAN pression system must be recharged immediately after use. regulated release assembly and each regulated actuator Recharge procedures for single, double, and multiple-tank sys- assembiy tems are as follows. 2. From tank in regulated release enclosure: Disconnect the ►CLEANUP PROCEDURES expellant gas hose from each tank adaptor assembly. Aithough there is no unusual cleanup procedure of ANSULEX or From tank in mounting bracket or mounting enclosure ANSULEX Low pH agents, due to the alkaline nature of these Disconnect expellant gas piping union at each tank adaptor agents, they should be cleaned from kitchen surfaces within 24 inlet line(s). hours after system discharge.The reaction from the wet chemical 3 Disconnect distribution piping union at each tank adaptor out- agent on cooking grease or oil produces a foamy bi-product that let line(s). can be wiped up with a cloth or sponge.The following procedures should be followed 4 From tank in enclosure Remove tank. From tank in bracket assembly• Loosen wingnut, disengage � � • bracket band, and remove each tank. 5. Remove each tank adaptor/tube assembly and complete the Before attempting any cleanup, make certain that all fuel following: sources to the equipment to be cleaned have been shut off. Make certain that the exhaust hood and all appliance electrical a. Remove O-ring and inspect for damage. controls have been de-energized to avoid any chance of elec- b. Clean and coat O-ring with a good grade of extreme tem- trical shock resulting from the cleaning process or from electri- perature grease and reinstali into adaptor groove. See cally conductive alkaline liquid agent and/or its residue Figure 1. Make certain all surfaces to be cleaned have cooled down to c. Remove 1/4 in.vent plug. room temperature d. Clean and ins ect for free movement and corrosion _ P Do not use water to clean any appliances that contain hot Re lace if necessar P Y grease or cooking oils.Doing so may result in violent steaming e. Reinstall vent plug into adaptor body and/or spattering 1 The agent is non-toxic; however, food product and cooking � grease/oil that has come in contact with the agent will no longer be suitable for human consumption and should be dis- � carded. 2. Sponge up as much of the agent as possible using sponges or clean rags Dispose of these sponges or rags in a local san- itary land fill site in accordance to local authorities. NOTE: Wear rubber gloves during cleanup as sensitive skin may O-RING become irritated. If the ANSULEX agent or its residue comes in contact with skin or eyes,flush thoroughly with clean water 3. Using hot, soapy water and either a clean cloth or sponge, FIGURE31� wipe away all foamy residue and thoroughly scrub all surfaces 6 that have come in contact with the agent. Note:Wear rubber • gloves during cleanup as sensitive skin may become irritated If the ANSULEX agent or its residue comes in contact with Do not flush pipe with only water or other non-approved skin or eyes,flush thoroughly with clean water material,as this could cause internal corrosion,leading to 4. After thoroughly cleaning all affected surFaces, adequately possible improper discharge rinse and allow to completely dry before re-energizing the . equipment. Piping system must be flushed to remove any wet chemical residue To prepare the system for flushing� ► a. Pour the complete contents of one 32-oz. bottle of Ansul Flushing Concentrate (Part No. 79656) into an empty R-102 agent tank. One complete bottie is used for either size tank, the 1 5 gallon or the 3 0 gallon. b. Fill the tank approximately half full with warm, clean water Agitate the tank for a few seconds and then add more warm water to bring the fill level to within approximately 1 in.(2.5 cm)from the bottom of the fill opening. . � J SECTION VII — RECHARGE AIVD RESETTING PROCEDURES UL EX.3470 ULC CEx747 Page 7-2 REV.4 10-1-02 , RECHARGE(Continued) c. Install adaptor/tube assembly and tighten. To prepare the plastic tubing: d At expellant gas line inlet to adaptor/tube assembiy, install a. Cut as many tubing lengths as required, making them long a 1/4 in.male quick connect adaptor enough to reach the container from each nozzle outlet. e. Connect nitrogen cylinder outlet hose to the male quick b. Using a 1 N nozzle tip and retainer, (Part No.56930), slide connect adaptor using the female portion of the adaptor a length of 1/2 in.(1.3 cm)plastic tubing over the rib on the assembly. nozzle tip and secure with a 1/2 in. (1 3 cm) adjustable 7 To perform the flushing procedure, either secure heavy-duty hose clamp.See Figure 4 This nozzle tip will be connected plastic bags to each nozzle (See Figure 2) or remove each to the nozzle body left installed in the distribution piping. nozzle tip and strainer and attach plastic tubing.See Figure 3. c. In the pail cover, drill the number of holes required, large If using plastic bags, secure bags and proceed to Step 9. enough to insert 1/2 in. NPT fittings, with one additional hole that can be used for venting. If using plastic tubing, proceed to Step 8. d Secure 1/Z in.compression fitting/threaded adaptors to the VENT/HOLES pail cover, using 1/2 in,conduit nuts.See Figure 4. " 1N NOZZLE TIP RIB ON NOZZLE AND RETAINER I (PART N0.56930) NOZZLE FITTING 1/21N.TUBING—► 1!!Ill� 1/2 IN.ADJUSTABLE�- HOSE CLAMP HEAW GAUGE� PLASTIC BAG TUBING 1/2 IN.COMPRESSION FIGURE 2 FITTING/THREADED oonas INSERT� ADAPTOR NOZZLE TIP 1/2 IN. AND RETAINER CONDUIT PAIL \ �NOZZLE NUTS — COVER � BODY \ FIGURE 4 000367 HIGH e. Attach the tubin ends to the com ression fittin s.Tubin PRESSURE 9 P 9 9 PLASTIC inserts will be required.See Figure 4 TUBING f. Install nozzle/tubing ends to nozzle bodies in discharge ' piping. 1!2 IN.NPT COMPRESSION g. Make certain each length of tubing is fastened to the ail FITTING/THREADED ADAPTOR P cover with the cover snapped securely to the pail. 9 Complete the following steps in the flushing procedure: a. Connect discharge piping to agent tank adaptor. b. Cock ANSUL AUTOMAN Release Mechanism and insert lock bar. ► c. Install LT-30-R Cartridge, hand tighten. d. Remove lock bar. FIGURE 3 e. If regulated actuators are included in the system, also 007740 8 If using the plastic tubing option, utilize 1/2 in. (1.3 cm) O D install LT-30-R cartridges in them. plastic tubing with wall thickness not to exceed 062 in. (1.6 f. Actuate system via pull station. mm), and make certain it can withstand the pressures of at g, Wash out ail system nozzles and strainers in warm soapy least 90 PSI 620.6 kPa ex elled durin the flushi . � ) p g ng and water, rinse and return all nozzles and strainers to their blowdown procedures. appropriate locations in the discharge piping. Also required is a container with some means of securin tub- 9 h. Remove empty tank. ing to it such as a five-gallon plastic pail and cover that snaps onto the pail. � ? SECTIC}P!VII — REGI-IARGE AND f2ESE'fTING PRt3CEDUFtES U�EX.347Q ULC GEx747 Page 7-3 10-1-02 REV.3 RECHARGE{Carttinued} 10 Fiil each tank wifh 1.5 (5.8 L} or 3 0 {11.6 L}ga(lons of only 26 lnspect the base of the wire rope clamping device to make ANSULEX Low pH Liquid Fire Suppressant. IVOTE: Use a certain there is a minimum of 1!4 in.(6.4 mm}to a maximum funnel with a screen to stop any foreign material from entering of 3/8 in. (9 5 mm) clearance between the base of the trip ► the tank. See Page 5-2.1, Figure 6, for detailed filling hammer assembly and the cable lever assemb�y. instructions. NOTICE If clearance is not 1/4 in.(6 4 rnm} minimum to � • a maximum of 3!8 in. (9.5 mm}, raiss tension lever to "UP" positian, raise trip hammer 3/8- ' During filling, the agent temperature shauld be 60 °F to 112 in. (9 5-12.7 mm), tighten set screws, and 80 °F (16 °C to 27 °C). DO NOT FILL. WITH COLD repeat Steps 25 and 26 AGENT. DO NOT OVERFILL. Overfilling may result in agent entering gas hase and regulator potentiaily causing 27 Remove lack bar system maifunc#ian. 28. Manually test the regulated release mechanism by operating the rem�te manua!pull station. 11. Replace bursting disc, Part No.416974, in adaptor assembly. 2g Recock the regulated release mechanisrn and inser#the lock , Make certain silver side of disc is away from tank. bar 12. Replace adaptorltube assembly and tighten into place.Return 30 Reset aii devices which were affected by the system actua- and secure each tank in regulated release assemb(y and tion.Refer to`Resetting"secfion, Page 7-3 and 7-4 maunting brackeUenclosure.Reconnect expeflant gas and dis- tributian piping as required. RESETTING 13 Raise tension lever to"UP"position. Resetting Remote Manual Pull Station 14 Cock regulated release mechanism using cocking lever{Part Metal Stamped Style No. 14995}and install lack bar(Part No. 14985}, Reset each remote manuai pull station by completing the failowing 15 Remove empty cartridge from regu�ated release assembiy steps. � and each regulated actuator assembly as required. � If necessary, remove set screw that is retaining the break � glass rod. • 2. If necessary, carefully remove any remaining broken glass Do not install replacernent cartridge at this time or system from station. may be actuated 3. Press and positian ring hand(e in proper locatian against cover and slide ihe repiacement giass break rod (Part No. 4834) 16 lnstall properly-rated fusibie links in ail detectors except the through stud and handle, terminai detector 4 Tighten set screw into stud. NOTICE If actuation was caused by a fire situation, al! 5. If no other resetting is required, refer to "Cartridge Replace- fusibl� links must be replaced ment,"Page 7-4, and complete steps 1 through 5 17 Install test link(Part No. 15751) in terminal detector. Molded Plastic Style 18 Lower tension lever to"DOWN"pasition. 1. Position pull ring in vertical groove of pu!!station cover 19 Remove the lock bar. 2. lnsert break-away sea(,Part No 79Q29,through holes in covsr 20 Using wire cutter, cut the test link at the terminal detector to and snap in place. simulate automa#ic actuation. NOTICE If regulated re(ease mechanism does not actu- ate, refer to Steps 2 and 3 of the "Testing Detection System" portion of the "Testing and Placing In Service" section, Page 6-4, of this manuai. � 21 After successtui actuation,raise the tensian lever to"UP"posi- tion. 22. Install properly-rated, Ansul approved, fusible link in terminal detector 23 Cock the regulated release mechanism and install lock bar (Part No. 14985} 24 Locate detectar linkage and correctly position in each bracket. 25 Lower tension iever to"DOWN"positian 1 --- � � , SECTION VII — RECHARGE AND RESETTING PROCEDURES , ► UL EX.3470 ULC CEx747 Page 7-4 REV 2 7-1-98 RESETTING (Continued) Resetting Mechanical Gas Shut-Off Valve Resetting Electrical Gas Shut-Off Valve Reset each mechanical gas shut-off valve by completing the fol- Reset each electric gas shut-off valve by completing the following lowing steps steps: � � � � � ' • To reduce the risk of explosion due to leaking gas, before the To reduce the risk of explosion due to leaking gas, before the gas line is turned on, make certain to extinguish any open gas line is turned on, make certain to extinguish any open flames and turn off all burners and any electrical or mechani- flames and turn off all burners and any electrical or mechani- cal devices that are capable of igniting gas. cal devices that are capable of igniting gas. 1. Remove side cover from gas valve housing. 1. Make certain the power source is on. 2. Extend air cylinder rod to full "UP" position. Air cylinder is 2• Depress reset button on manual reset relay(red light on).Gas located inside the regulated release assembly enclosure. valve will resume its normal operating (open)position. 3 Recock gas valve by pulling valve stem up so pin in stem 3. Check burners for gaseous odor. IF GASEOUS ODOR engages in cocking lever EXISTS,TURN OFF POWER SOURCE IMMEDIATELY.This will cause the electric gas valve to shut the gas line off. 4. Check burners for gaseous odor IF GASEOUS ODOR EXISTS, MANUALLY PUSH THE AIR CYLIIVDER ROD TO Open any doors and/or windows to clear the area of gaseous THE FULL "DOWN" POSITION IMMEDIATELY. This will fumes, then correct the gas leak before proceeding any cause the mechanicai gas valve to shut the gas line off. further Open any doors and/or windows to clear the area of gaseous 4. If no gaseous odor exists,pilot light may be ignited at this time. fumes, then correct the gas leak before proceeding any fur- 5. If no other resetting is required, refer to "Cartridge Replace- ther ment;'Page 7-5, and complete steps 1 through 5 5 If no gaseous odor exists,pilot light may be ignited at this time. Resetting Pressure Switch 6. Reinstall side cover to gas valve housing.On Ansul type valve, Reset the pressure switch by completing the following: make certain roll pin is positioned within both sides of the valve housing slot and secure visual inspection seal (Part No. 1 Depress the reset button(s)on the pressure switch cover The 197). pressure switch assembly(ies) is located on the right side of 7. If no other resetting is required, refer to "Cartridge the regulated release enclosure.An audible click will be heard Replacement;'Page 7-4, and complete steps 1 through 5 to verify the pressure switch has resumed its normai (non- actuated}condition. Resetting Electrical Switch (Snap-Action) 2. If no other resetting is required, refer to "Cartridge Replace- Reset the electric(snap-action)switch by completing the following ment,"Page 7-5, and complete steps 1 through 5 II steps: � � REPLACEMENT CARTRIDGE ' 1 Make certain the power source is on. To complete the recharge and resetting procedures. , I 2. Electric (snap-action) switch is reset automatically when the regulated release mechanism is recocked. 1 Remove shipping cap and weigh replacement cartridge. � Replace if weight is 1/2 ounce(14.2 g),or more, below weight 3 If no other resetting is required, refer to "Cartridge Replace- stamped on cartridge. ment;'Page 7-5, and complete steps 1 through 5 2. Make certain regulated release mechanism is cocked and lock bar is installed Then, install replacement cartridge into the regulated release assembly and each regulated actuator receiver and hand tighten. 3. Remove lock bar 4. Snap cover on regulated release and each regulated actuator assembly, insert visual seal (Part No. 197)in upper and lower cover hole and secure. 5 Record recharge date on tag attached to unit and/or in a per- manent file. , SECTION VIII — MAINTENANCE EXAMINATION UL EX.3470 ULC CEx747 Page 8-1 10-1-02 REV.6 The maintenance information listed in this section deals with the 7 From tank in enclosure Remove tank.Keep in upright position II limitations and parameters of this pre-engineered system Those to avoid spilling the agent. individuals responsible for the maintenance of the R-102 system From tank in bracket assembly: Loosen wingnut, disengage must be trained and hold a current Ansul certificate in an R-102 bracket band, and remove each tank. Keep tank in upright training program. position to avoid spilling the agent. Maintenance is required semi-annually. At the 12 year interval, g_ Remove tank adaptor/tube assembly from each tank. See ' along with the normal maintenance exam, the tank(s) must be Figure 2. hydro-tested and the regulator(s) must be flow tested SEMI-ANNUAL MAINTENANCE EXAMINATION � Semi-annuai maintenance procedures for single,double,and mul- tiple-tank systems are as foilows. NOTICE Under certain circumstances hood and duct cleaning operations may render the fire sup- pression system ineffective due to a coating of cleaning chemical left on the detection equip- ment or mishandling of the system by cleaning service personnel. Therefore, it is strongly recommended that the R-102 system be completely inspected and serviced by an authorized Ansul distributor immediately following any such cleaning operations. 1 Remove the enclosure cover from the ANSUL AUTOMAN regulated release assembly and each regulated actuator FIGURE 2 assembly 00p291 9 Make certain that each tank is filled with 1.5 (5.8 L) or 3.0 2. Insert the lock bar (Part No. 14985) on the cocked regulated (11 6 L) gallons of only ANSULEX Low pH Liquid Fire release mechanism.See Figure 1 . Suppressant. See Figure 3 See Page 5-2.1, Figure 6, for ► detailed filling tolerances. � 10 Examine threads on each tank adaptor and tank collar for � nicks, burrs, or cross-threading Clean and coat O-ring with a > good grade of extreme temperature grease. See Figure 3 � m Remove 1/4 in.vent plug and clean and inspect for free move- � ment and corrosion(replace if necessary) Reinstall vent plug. � � Make certain bursting disc is in piace and silver side is away LOCK BAR from tank. Clean seating surface and return adaptor/tube � PROPERLY assembly to each tank.Tighten securely INSTALLED � SILVER SIDE OF DISC AWAY FROM TANK FIGURE 1 � 000az, 3 Remove cartridge from regulated release assembly and each regulated actuator assembly, instali safety shipping cap, and set aside in a safe location. o-RiN� 4 Remove gasket from cartridge receiver in regulated release mechanism and each regulated actuator Check gasket for elasticity or cuts and replace if necessary.Clean and coat gas- � FIGURE 3 0003sa ket lightly with a good grade of extreme temperature grease. Reinstall gasket into cartridge receiver(s) 11 Place fully charged tanks in enclosures and/or brackets and 5 From tank in regulated release assembly: Disconnect the secure. expellant gas hose from each tank adaptor assembly. 12. Carefully assemble and wrench tighten all expellant gas and agent distribution piping From tank in brackeUenclosure assembly� Disconnect the expellant gas piping union at each tank adaptor inlet line. �3 Remove biow-off caps from nozzles.Inspect each blow-off cap and replace if deteriorated On metal blow-off caps, make cer- 6 Disconnect distribution piping union at each tank adaptor out- tain spring clip rotates freely on cap. let line. NOTICE Rubber blow-off caps that have been installed in the system for one year or more must be replaced i � SECTION VIII — MAINTENANCE EXAMIfVATION UL EX.3470 ULC CEx747 Page 8-2 REV 2 10-1-02 SEMI-ANNUAL MAINTENANCE EXAMINATION (Continued} ► 17 Raise tension lever to"UP"position.See Figure 5 14 Check all nozzles to ensure that they are free of cooking grease build-up and have a covering of clean silicone grease on the orifice. Reinstall blow-off caps. 15. Remove the lock bar and manually test the regulated release ° I assembly by operating the remote manual pull station.Check � pull station cover for damage or wear Replace cover if cable ;� has worn a groove in the cover as deep as the diameter of the � cable. � 16. Cock the regulated release mechanism using cocking lever a � TENSION LEVER ► (Part No. 14995) See Figure 4 •� IN"UP"POSITION �� Before proceeding with Step 18, test electric (snap-action) �� switches: O a. With the ANSUL AUTOMAN in the cocked or ready posi- � �" tion,press the lever of each switch up.If the switch is work- ��n� ing properly,there should be an audible click. �u� � � b. With the ANSUL AUTOMAN in the fired position, press the � � � lever of each switch up,there should be no audible click. c. If an audible click is heard in the fired position several , adjustments can be made.The trip lever extension pin can FIGURE 5 000szz be rotated so the peak of one of the hex points is pointed up against the switch levers.Tighten it in that position.If this 18 Install test link(Part No. 15751) in terminal detector doesn't resolve the problem, loosen the screws holding the ' 19. Lower tension lever to"DOWN"position.See Figure 6 switches, apply a small counterclockwise torque on the switches and retighten the screws. If necessary, a final adjustment can be made by removing the snap action switch and bending the lever slightly _ d. After adjustments, repeat Steps a. and b. Then, recock � � ANSUL AUTOMAN and insert lock bar �,, �� i TENSION LEVER �y� IN°DOWN"POSITION � � I I I I 0 � 1�\ ��\\ m � � -i \ 8 ' FIGURE 6 oo,o�s 20 Using wire cutter, cut test link at terminal detector to simulate automatic actuation. NOTICE � If regulated release mechanism does not actu- ate, refer to Steps 2 and 3 of"Testing Detection System" in "Testing and Placing in Service;' Section 6, Page 6-3. ► FIGURE 4 21 After successful actuation,raise the tension lever to"UP"posi- 0003Zo tion. ' 22. Clean and return properly-rated, Ansul approved, fusible link to terminal detector NOTICE Fusible links installed in system for one year or more must be replaced. Ansul recommends replacement of links every six months. . ► SECTION VIII — MAINTEiVANCE EXAMINATIOf� UL EX.3470 ULC CEx747 Page 8-3 � 10-1-02 REV 3 SEMI-ANNUAL MAINTENANCE EXAMINATION (Continued) 29 If a mechanical gas valve is installed,begin the test procedure 23. Remove, clean, and return additional fusible links to series by removing both side covers. detector linkage(s). (Fusible links loaded with grease and 30 At the regulated release, push the air cylinder rod fully down. other extraneous material can result in excessive delays in 31. The gas valve should operate. actuation ) 24 Inspect wire rope at all detector locations, pulley elbows, pul- 32. Pull the air cylinder rod to its fully extended position ley tee and at ANSUL AUTOMAN release. If wire rope shows 33. Re-cock the gas valve by pulling the valve stem up until the pin ' signs of wear or fraying, replace entire length. in the stem engages the cocking lever 25. Lower the tension lever to"DOWN"position. 34 Reinstali side covers on the gas vaive and connect the visual 26. Recock the regulated release mechanism and insert the lock indication seal bar. 35. Test pressure switch by completing Steps No. 1 through No 9 27 Inspect the base of the wire rope clamping device to make on Page 6-3 in Section 6—"Testing and Placing In Service:' , certain that there is a minimum of 1/4 in.(6.4 mm)and a max- 36. Before reinstalling cartridge, reset ail additional equipment by imum of 3/8 in. (9.5 mm) clearance between the base of the referring to appropriate section of"Recharge and Resetting � trip hammer assembly and the cable lever assembly. See Procedures;'Section 7 ► Figure 7. 37. Remove shipping cap and weigh each cartridge Replace if weight is 1/2 ounce (14.2 g), or more, below weight stamped TRIP HAMMER on cartrid e. ASSEMBLY g 38. Make certain regulated release mechanism is cocked and lock bar is installed,then screw replacement cartridge into regulat- ed release mechanism and each regulated actuator receiv- 1!4 IN.(6.4 mm) er(s)and hand tighten. : � MINIMUM 39 Remove lock bar 1 3/8 IN.(9.5 mm) M^xi^^uM 40 Snap cover on regulated release and each regulated actuator, insert visual seal (Part No. 197) through holes in cover and box, and secure. TRIP 41. Record semi-annual maintenance date on ta atfached to unit 9 HAMMER and/or in a permanent file. BASE � � ♦ ' FIGURE 7 000329 � NOTICE If clearance is not between 1/4 in. (6.4 mm) or 3/8 in.(9.5 mm),raise tension lever to"UP"posi- tion, raise trip hammer 3/8-1/2 in. (9 5- 12.7 mm),tighten set screws,and repeat Steps 24 and 26 28 Locate detector linkage and properly position in each bracket. For "clip on" style linkage, locate linkage in bracket slightly toward termination end of detection run. For"scissor"style linkage, locate linkage in bracket all the way toward termination end of detection run. � , SECTION VIII — MAINTEfVANCE EXAMINATION UL EX.3470 ULC CEx747 Page 8-4 REV 4 10-1-02 12-YEAR MAINTENANCE EXAMIIVATION 6. Disconnect distribution piping union at each tank adaptor out- Twelve-year maintenance procedures for single, double, and let line. multiple-tank systems are as follows. 7. From tank in enclosure Remove tank. NOTICE From tank in bracket assembly: Loosen wingnut, disengage Under certain circumstances hood and duct bracket band, and remove each tank. Keep tank in upright ' cleaning operations may render your fire sup- position to avoid spilling the agent. pression system ineffective due to a coating of g, Loosen tank adaptor/tube assembly and remove. cleaning chemical left on the detection equip- ment or mishandling of the system by cleaning 9• service personnel. � • Therefore, it is strongly recommended that Safety glasses should be worn during transfer operations the R-102 system be completely inspected of ANSULEX Low pH Liquid Fire Suppressant.Avoid con- and serviced by an authorized 1�lnsul distrib- tact with skin or eyes.In case of contact,flush immediate- utor immediately following any such clean- ly with water for 15 minutes.If irritation persists, contact a ing operations. physician. Do not take internally. If taken internally do not At twelve-year intervals,the liquid agent tank(s) induce vomiting Dilute with water or milk and contact a must be hydrostaticaily tested and refilled with a physician. fresh charge of ANSULEX Low pH Liquid Fire Suppressant. The date of manufacture is Pour the liquid agent from the tank into a clean, plastic con- stamped on the bottom of the agent tank. tainer, and flush tank with clear water 1. Remove the enclosure cover from the ANSUL AUTOMAN 10 At this point, each liquid agent tank, including the 1/4 in regulated release assembly and each regulated actuator gas hose assembly,must be HYDROSTATICALLY TESTED to assembly ► 330 psi (2275 kPa). Refer to "Hydrastatic Test Instructions," 2. Insert the lock bar(Part No. 14985} on the cocked regulated � F-76�2,for test adaptors and instructions.Verify date stamped ► release mechanism.See Figure 8 on cartridge. The cartridge must be hydrotested at intervals not greater than 12 years. If cartridge date indicates the need for hydrotesting,the cartridge must be bled down through nor- mal ANSUL AUTOMAN release operation, returned to Ansul for credit,and replaced with a charged,replacement cartridge / NOTICE � m Cartridge bleed down can be used to verify � pneumatic accessories operation. �% � LOCK BAR PROPERLY � INSTALLEO ' FIGURE 8 000321 3. Remove cartridge from regulated release assembly and each regulated actuator assembly, install safety shipping cap, and set aside in a safe location. � s Do not reinstall cartridge at this time or system may be ' actuated. , 4 Remove gasket from cartridge receiver in regulated release mechanism and each regulated actuator. Check gasket for elasticiry or cuts and replace if necessary Clean and coat gas- ket lightly with a good grade of extreme temperature grease. Reinstall gasket into cartridge receiver(s). 5. From tank in enclosure• Disconnect the expellant gas hose from each tank adaptor assembly. From tank in bracket assembly• Disconnect expellant gas pip- ing union at each tank adaptor inlet line. S SEC710N VIII — MAINTENANCE EXAMINATlON UL EX.3470 ULC CEx747 Page 8-5 10-1-02 REV 3 12-YEAR MAIN7ENANCE EXAMWATION(Continued) For Second Tank:Disconnect expellant gas piping a#union. 11. The regulatar must be flow tested at 12 year in#ervals.Check Remove union from expellant gas piping and install pipe the date code stamped on fhe regu(ator body ta determine if � cap to prevent cartridge pressure from escaping during the regulator{s) requires the 12 year testing {see data code test.See Figure 10 table).If regulator does not require testing,proceed to step 12. Flow test the regulator(s)per the following: Date Code Table Month—Code Year—Code January A 1981 K February B 1982 L March C 1983 M April Q 1984 N May E 1985 P June F 1986 R 3uly G '1987 S August H 198$ T September J 19$9 U October K 1990 V �� November L 1991 W December M 1992 Y 1993 Z 1994 A 1995 B ► FIGURE 10 1996 C °'°'7° 1997 Q Pressure Switch: !f pressure switch is provided, it should 1998 E remain connected as part of system maintenance test. �g�� F NOTICE 2000 G For mulfiple-tank systems, ane test kit (Part 2001 H No. 56972) is required far each regulator in a. Regulated Release Mechanism the system. For First Tank: Disconnect expellant gas hose from tank. b. Regulated Actuator Cannect regulator tesf kif (Parf No. 56972} to hose. See For First Tank: Disco�nect expe!lant gas hose from tank. ► Figure 9 Connect regulator test kit (Part No. 56972) ta hose. See ► Figure 11 ��"` ► FIGURE 9 ► ��'��-� 606358 ' FIGURE 11 IX}0.?7, . � SECTION VIII — MAIfVTENANCE EXAMINATION UL EX.3470 ULC CEx747 Page 8-6 REV.4 10-1-02 12-YEAR MAINTENANCE EXAMINATION (Continued) For Second Tank:Disconnect expellant gas piping at union. e. Fiow test each regulator by completing the following steps: Remove union from expellant gas piping and install pipe Diaphragm Style—The correct pressure should read 90 to cap to prevent cartridge pressure from escaping during �10 psi (6.2 to 7 6 bar)with the valve on the test kit closed ► test.See Figure 12. and 80 psi (5.5 bar)with the valve on the test kit opened. Keep the valve opened to completely empty the pressure cartridge after pressure test has been verified Piston Style—Open the valve on the regulator test kit.The correct pressure should read between 95 to 125 psi (6.6 to 8.6 bar).Keep the valve open to completely empty the pres- sure cartridge. ' If necessary, continue to flow test at each additional regu- lated actuator. Test each regulated actuator by repeating , � Step e. f Cock release mechanism using cocking lever (Part No. 14995)and insert lock bar(Part No. 14985). � � g. Remove empty nitrogen cartridge(s) from release mecha- /'�\ nism and each regulated actuator h. Remove test kit(s)from release mechanism and each reg- - ulated actuator � i. If regulator test was not successful, replace regulator FIGURE 12 �o�3�z j. Reconnect all expellant gas lines. NOTICE k. Reset all additional equipment that was operated by Make certain valve is closed on regulator release mechanism. test kit or pressure will escape before test can �2. Examine threads on each adaptor and tank collar for nicks, be performed. burrs, or cross-threading. Clean and coat O-ring with a good c. Install either a nitrogen or CO2 cartridge into release grade of extreme temperature grease. Make certain bursting mechanism and each regulated actuator provided with the disc is in place and silver side is away from tank. See system.(Cartridge should be conditioned to approximately Figure 14 70 °F (21 °C)before test.) NOTICE Before continuing with Step d, make certain vaive on test kit is closed � d Remove lock bar and operate remote manual pull station to actuate the regulated release and supply pressure to each test kit. Two styles of regulators are used with the R-102 release O-RING � mechanisms. The diaphragm style (see Figure 13) was used in R-102 systems up to approximately 1988.The pis- ► ton style (see Figure 13)has been used since 1988. Each FIGURE 14 style requires a slightly different flow test procedure. Use 000a� the appropriate flow test procedure as stated in Step e. � � DIAPHRAGM STYLE pISTON STYLE (USED UNTIL 1988) (USED AFTER 1988) ' FIGURE 13 ooz�oi t• ' SECTION VIII — MAINTENANCE EXAMIN/�TION UL EX.3470 ULC CEx747 Page 8-7 10-1-02 REV 3 12-YEAR MAINTENANCE EXAMINATION(Continued) ► 19 Raise the tension lever to"UP"position.See Figure 16 13. Refill each tank with 1.5 (5.8 L)or 3.0(11.6 L)galions of only I new ANSULEX Low pH Liquid Fire Suppressant. NOTE: Use i a funnel with a screen to stop any foreign material from enter- ► ing the tank. See Page 5-2.1, Figure 6, for detailed filling tol- ° i ► erances. j 14 Clean seating surface and return each adaptor/tube assembly 4� to tank. Firmly tighten. NOTICE a � '� TENSION LEVER Do not reinstail any tank at this time. � IN"UP"POSITION 15 Remove blow-off caps from nozzles.Inspect each blow-off cap p and replace if deteriorated.On metal blow-off caps, make cer- �� tain spring clip rotates freely on cap. �� IVOTICE `u` Rubber blow-off caps that have been \�\` � installed in the system for one year or more must be replaced. 16. Check all nozzles to ensure that they are free of cooking ' FIGURE 16 060362 grease build-up and have a covering of clean silicone grease on the orifice.Reinstall blow-off caps. 20 Install test link(Part No.15751) in terminal detector 17. Remove lock bar and manually test the regulated release ' 21 Lower tension lever to"DOWN"position.See Figure 17 assembly by operating the remote manual pull station. 18. Cock the regulated release mechanism using cocking lever P (Part No. 14995).See Figure 15. o � `i� �� 1 I I n �y� TENSION LEVER � � IN"DOWN"POSITION � � ii � 1,;� o ,� 0 � , , � , -1 \ 8 � � FIGURE 17 001096 22. Using wire cutter, cut test link at terminal detector to simulate automatic actuation. I � NOTICE If regulated release mechanism does not � actuate, refer to Steps 2 and 3 of "Testing Detection System"in"Testing and Placing in Service,"Section 6 ' FIGURE 15 23. After successful actuation, raise the tension lever to "UP" 000am pOSltlOfl. 24 Clean and return properly-rated, Ansul approved, fusible link to terminai detector NOTICE Fusible links installed in system for one year or more must be replaced. 25 Remove, clean, and return additional fusible links to series detector linkage(s). (Fusible links loaded with grease and other extraneous material can result in excessive delays in actuation.) . , SECTION VIII — MAINTENANCE EXAMINATION UL EX.3470 ULC CEx747 Page 8-8 REV. 1 10-1-02 12-YEAR MAINTENANCE EXAMINATION (Continued) ►37 Install cover on regulated release assembly and each regulat- 26 Lower tension lever to"DOWN"position. ed actuator assembiy and secure with appropriate fasteners or visual inspection seal. Insert seal (Part No. 197) in each 27 Recock the regulated release mechanism and insert lock bar upper and lower cover hole, if applicable.If system is installed 28 Inspect the base of the wire rope clamping device to make in an OEM enclosure, attach enclosure cover and secure with certain that there is a minimum of 1/4 in.(6 4 mm)and a max- appropriate hardware or procedure. imum of 3/8 in. (9.5 mm) clearance between the base of the >38. Record date of 12 year maintenance examination on tag trip hammer assembiy and the cable lever assembly. See attached to enclosure and/or in a permanent file. ► Figure 18. TRIP HAMMER ASSEMBLY • 1!4 IN.(6.4 mm) • � ti11NIMUM � 3/8 IN.(9.5 mm) MAXIMUM TRIP HAMMER BASE � � 1 ° FIGURE 18 ' OOD329 MOTICE If clearance is not between 1/4 in.(6 4 mm)or 3/8 in. (9 5 mm), raise tension lever to "UP" position, raise trip hammer 3/8-1/2 in. (9.5- 12.7 mm), tighten set screws, and repeat Steps 26 and 28. ' 29 Locate detector linkage and properly position in each bracket. 30. Make certain additional devices have operated as intended. ', 31 Before reinstalling cartridge, reset all additional equipment by referring to appropriate section of"Recharge and Resetting Procedures;'Section 7 32. Place each fully charged tank in enclosure and/or bracket and secure. 33. Reconnect all distribution piping and expellant gas piping i unions as required.Wrench tighten. 34 Check each as cartrid e b removin g g y g shipping cap and weighing cartridge Replace if weight is 1/2 ounce(14.2 g), or more, below weight stamped on cartridge. 35 Make certain regulated release mechanism is cocked and lock bar is installed,then screw replacement cartridge into regulat- ed release mechanism and each regulated actuator receiv- er(s)and hand tighten. 36 Remove lock bar , . SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-1 � 10-1-02 REV 5 SYSTEM SELECTION GUIDE NOTE: System options do not cover all conceivable variations.They are listed here as a general guideline to show the most common type arrangement for multiple systems, Based on certain system designs utilizing manifolding, non-manifolding, 3-tank systems, etc., other tank/cartridge combinations can be designed The combinations below are based on 11 flow, 3.0 gallon tanks and 5 flow, � 1.5 gallon tanks.More competitive designs may be available by utilizing 12 flow and 6 flow systems when appropriate. � 'Total Tank Type of Carbon Dioxide Nitrogen �, Flow No."` uanti System Type of Hardware Cartridpe Required Cartridge Required , 1-5 1 Single 1 5 Gal Reg.Release 101-10 (423439) LT-20-R(423429) 6-11 1 Single 3 0 Gal.Reg.Release 101-20 (423441) LT-30-R(423435) 12-16 2 Double 1.5 Gal.Reg.Release 101-30 (423443) Double (423493) 3 0 Gal.Additional Tank 17-22 2 Double 3 0 Gal Reg.Release 101-30 (423443)" Double (423493) 3 0 Gal.Additionai Tank 23-33 3 Multiple 3 0 Gal.Reg. Release 101-20 (423441) LT-30-R (423435) 3.0 Gal. Reg Actuator 101-30 (423443}"" LT-A-101-30 (423491) 3.0 Gal Additional Tank 23-27 3 Multipie 1.5 Gal Reg Release 101-90 (423439) LT-20-R(423429) - (Optional) 3.0 Gal. Reg.Actuator 101-30 (423443)�*' LT-A-101-30 (423491) 3 0 Gal Additional Tank 28-33 3 Multiple 3.0 Gal. Reg.Release N!A Double (423493) (Optional) (2)3.0 Gal.Additional Tanks 34-38 4 Multiple 1.5 Gal.Reg.Release 101-10 (423439) LT-20-R(423435) 3.0 Gal Reg Actuator N/A LT-A-101-30(423491) Double 3.0 Gai.Tank Box 34-38 4 Multiple 1 5 Gal. Reg.Release 101-30 (423443) Double (423493) (Optional) 3 0 Gal.Additional Tank ' 3 0 Gal Reg.Actuator 101-30 (423443)`** LT-A-101-30 (423491) 3 0 Gal.Additional Tank 39-44 4 Multiple 3.0 Gai Reg.Release 101-20 (423441) LT-30-R(423435) 3.0 gal.Reg.Actuator N/A LT-A-101-30 (423491) Double 3.0 Gal Tank Box 39-44 4 Muitiple 3,0 Gal. Reg.Release 101-30 (423443)"` Double (423493) (Optional) 3 0 Gal.Additional Tank 3.0 Gal. Reg Actuator 101-30 (423443)'�" LT-A-101-30 (423491) 3 0 Gal Additional Tank i 45-49 5 Multiple 1.5 Gal. Reg.Release 101-30 (423443) Double(423493) 3 0 Gal.Additional Tank 3 0 Gal Reg.Actuator N/A LT-A-101-30 (423491) Double 3 0 Gal Tank Box 45-49 5 Multiple 1.5 Gal. Reg.Release 101-10 (423439) LT-20-R (423429) (Optional) 3 0 Gal Reg.Actuator 101-30 (423443)*** LT-A-101-30 (423491) 3 0 Gal.Additional Tank 3.0 Gal.Reg.Actuator 101-30 (423443)*'* LT-A-101-30 (423491} 3 0 Gal Additional Tank ' Based on 5 Flow numbers for a 1.5 gal.system and 11 flow numhers for a 3.0 gal.system. " It tanks are manifolded,only a"double tank"nitrogen cartridge(Part No.423493)c2n be used. i "" If tanks are manifolded,either an LT-A-101-30 nitrogen cartridge(Part No.423491)or a double tank cartridge(Part No.423493)can be used. ' . 3 SECTION IX — APPEIVDIX UL EX.3470 ULC CEx747 Page 9-2 REV 5 10-1-02 SYSTEM SELECTIOM GUIDE (Continued) ►Total Tank Type of Carbon Dioxide Nitrogen Flow No.'` uantit System Type of Hardware Cartridge Required Cartridge Required 50-55 5 Multiple 3.0 Gal Reg.Release 101-30 {423443) Double (423493) 3 0 Gal Additional Tank 3.0 Reg.Actuator N/A LT-A-101-30 (423491) Double 3.0 Gal.Tank Box 50-55 5 Multiple 3 0 Gal.Reg.Release 101-20 (423441) LT-30-R(423435) (Optional) 3 0 Gal.Reg.Actuator 101-30 (423443)""` LT-A-101-30(423491) 3.0 Gai.Additional Tank 3 0 Gal. Reg.Actuator 101-30 {423443)"*` LT-A-101-30 (423491} 3 0 Gal Additional Tank 56-60 6 Multiple 1.5 Gal. Reg. Release 101-30 (423443) Double (423493) 3 0 Gal.Additional Tank 3 0 Gai Reg.Actuator 101-30 (423443)"`"' LT-A-101-30 (423491) 3 0 Gal.Additional Tank 3.0 Gal.Reg.Actuator 101-30 (423443)"'`* LT-A-101-30 (423491) 3.0 Gal.Additional Tank 61-66 6 Multiple 3.0 Gal. Reg.Release 101-30 (423443)�* Double(423493) 3.0 Gai.Additional Tank 3 0 Gal. Reg.Actuator 101-30(423443)*"* LT-A-101-30 (423491) 3 0 Gal Additional Tank 3 0 Gal Reg.Actuator 101-30 (423443)"`* LT-A-101-30 (423491) 3 0 Gal.Additional Tank 67-71 7 Multiple 1.5 Gal. Reg.Release 101-10 (423439) LT-20-R(423429) (2)3.0 Gal.Reg.Actuator N/A (2) LT-A-101-30 (423491) (2) Double 3.0 Gal.Tank Box 67-71 7 Muitiple Remote Mechanical Release 101-10 (423439) -- (Optionai) 3 0 Gal Reg.Actuator 101-30 {423443) LT-A-101-30 (423491) 1.5 Gal Additional Tank 3 0 Gal Reg.Actuator 101-30 (423443)""" LT-A-101-30 (423491) 3 0 Gal.Additional Tank � 3 0 Gal. Reg.Actuator 101-30 (423443)**` LT-A-101-30 (423491) 3.0 Gal.Additional Tank 3.0 Gai Reg Actuator 101-20(423441)*" LT-30-R(423435) 72-77 7 Multiple 3 0 Gal Reg.Release 101-20 (423441) LT-30-R(423435) (2)3.0 Gal Reg.Actuator N/A (2) LT-A-101-30 (423491) (2) Double 3 0 Gal Tank Box 72-77 7 Multiple Remote Mechanical Release 101-10 (423439) -- (Optional) 3 0 Gal. Reg.Actuator 101-30 (423443)`'** LT-A-101-30 (423491) 3.0 Gal.Additional Tank 3 0 Gal Reg.Actuator 101-30 423443 ""' LT-A-101-30 423491 � ) � ) 3.0 Gal Additional Tank 3.0 Gal Reg.Actuator 101-30 (423443)**" LT-A-101-30 (423491) 3.0 Gal.Additional Tank 3 0 Gal Reg.Actuator 101-20 (423441) LT-30-R(423435) " Based on 5 flow numbers tor a 1.5 gal,system and 11 ilow numbers for a 3.0 gal.system. " If tanks are manifolded,only a"double tank"nitrogen cartridge(Part No.423493)can be used. "' If tanks are manifolded,eilher an LT-A-101-30 nitrogen cartridge(Part No.423491)or a double tank cartridge(Pari No.423493)can be used. SECTIOfV IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-3 10-1-02 REV 5 SYSTEM SELECTION GUIDE(Continued) ►Total Tank Type of Carbon Dioxide Nitrogen Flow No.* uantit S stem Type of Hardware Cartridge Required Cartridge Required 78-82 8 Multiple 1.5 Gal Reg.Release 101-30 (423443) LT-30-R(423435) 3.0 Gal.Additional Tank (2)3 0 Gal. Reg.Actuator N/A (2)LT-A-101-30 {423491) (2) Doubie 3.0 Gal Tank Box �$-$Z $ Multiple Remote Mechanical Release 101-10 (423439) (Optional) 3.0 Gal. Reg.Actuator 101-30 (423443) LT-A-101-30 (423491} 1.5 Gal.Additional Tank 3.0 Gal Reg.Actuator 101-30 (423443)"`** LT-A-101-30(423491) 3 0 Gal.Additional Tank 3.0 Gal. Reg.Actuator 101-30 (423443}*""' LT-A-101-30(423491) 3 0 Gal.Additional Tank 3.0 Gal.Reg Actuator 101-30 (423443)`"" LT-A-101-30 (423491) 3.0 Gal.Additional Tank 83-88 8 Multiple 3.0 Gal Reg.Release 101-30 (423443} LT-30-R(423435) 3 0 Gal.Additional Tank (2)3.0 Gal. Reg.Actuator N/A (2) LT-A-101-30 {423491) (2) Doubie 3 0 Gal.Tank Box 83-88 $ Multiple Remote Mechanical Refease 101-10(423439) (Optional) 3.0 Gal Reg.Actuator 101-30 (423443)'''" LT-A-101-30 (423491) 3.0 Gal.Additional Tank 3 0 Gal. Reg.Actuator 101-30 (423443)"*" LT-A-101-30(423491) 3 0 Gal.Additional Tank 3 0 Gal.Reg.Actuator 101-30 (423443)�'* LT-A-101-30(423491) 3 0 Gal Additional Tank 3 0 Gal Reg.Actuator 101-30 (423443)""* LT-A-101-30 (423491) 3.0 Gal Additional Tank 89-99 9 Multiple Remote Mech. Release 101-10 (423439) N/A (3)3 0 Gal Reg.Actuator N/A (3) LT-A-101-30 (423491) (3) Double 3.0 Gal.Tank Box 89-93 9 Multiple Remote Mechanical Release 101-10 (423439) (Optional) 3.0 Gal Reg.Actuator 101-30 (423443)*"' LT-A-101-30 (423491) 3 0 Gal Additional Tank 3.0 Gai Reg Actuator 101-30 (423443}"'* LT-A-101-30 (423491) 3 0 Gal.Additionai Tank 3 0 Gal Reg Actuator 101-30 (423443)*"` LT-A-101-30 (423491) 3 0 Gal.Additional Tank 3.0 Gal Reg Actuator 101-30 (423443)�*' LT-A-101-30 (423491) 1.5 Gal.Additional Tank 3 0 Gal.Reg Actuator 101-20 (423441) LT-30-R(423435) 94-99 9 Multipie Remote Mechanical Release 101-10 (423439) (Optional) 3.0 Gal. Reg Actuator 101-30 (423443)*"`� LT-A-101-30 (423491) 3 0 Gal.Additional Tank 3.0 Gai. Reg Actuator 101-30 (423443)*"* LT-A-101-30 (423491) 3 0 Gal Additional Tank 3 0 Gal. Reg Actuator 101-30 (423443)"*" LT-A-101-30 (423491) 3 0 Gal.Additionai Tank 3 0 Gal Reg Actuator 101-30 (423443)**� LT-A-101-30 (423491) 3 0 Gal.Additional Tank 3 0 Gal Reg.Actuator 101-20 (423441) LT-30-R (423435) ' Based on 5 Flow numbers for a 1.5 gal.system and 11 Flow numbers for a 3.0 gal.system. " If tanks are manifolded,only a`double tank"nitrogen cartridge(Part No.423493)can be used. � "' If tanks are manifolded,either an LT-A-10130 nilrogen cartridge(Part No.423491)or a double tank cartridge(Part No.423493)can be used. e , SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-4 REV.7 10-1-02 SYSTEM SELECTION GUIDE (ContinuedJ �Total Tank Type of Carbon Dioxide Nitrogen Flow No." uanti System Type of Hardware Cartridge Required Cartridge Required 100-110 10 Multiple Remote Mech. Release 101-10 {423439) N/A (3)3 0 Gal.Reg Actuator N/A (3)LT-A-101-30 (423491) (3)Double 3.0 Gal Tank Box 3.0 Gal Reg.Actuator 101-20 (423441) LT-30-R (423435) 100-104 10 Multiple Remote Mechanical Release 101-10 (423439) - — - {Optional) 3 0 Gal Reg Actuator 101-30 (423443) LT-A-101-30 (423491) 1.5 Gal.Additional Tank 3 0 Gal.Reg.Actuator 101-30 (423443)**" LT-A-101-30 {423491) 3.0 Gal Additional Tank 3 0 Gal Reg Actuator 101-30 (423443)""* LT-A-101-30 (423491) 3 0 Gal Additional Tank � 3.0 Gal Reg Actuator 101-30 (423443)"`�* LT-A-101-30 (423491) 3.0 Gal Additional Tank 3.0 Gal. Reg.Actuator 101-30 (423443)**� LT-A-101-30 (423491) 3 0 Gal.Additional Tank 100-104 10 Multiple Remote Mech. Release 101-10 (423439) N/A (Optional) (2)3 0 Gal.Reg.Actuator N/A (2)LT-A-101-30 (423491) (2) Double 3.0 Gal.Tank Box (2)3 0 Gal.Reg.Actuator (2) 101-30 (423443) (2) LT-A-101-30 (423491) 3.0 Gal.Additional Tank 1 5 Gal Additional Tank 105-110 10 Multiple Remote Mechanical Release 101-10 (423439) -- (Optional) 3.0 Gal.Reg.Actuator 101-30 (423443)*"� LT-A-101-30 (423491) 3.0 Gal.Additional Tank 3.0 Gal. Reg.Actuator 101-30 (423443)**" LT-A-101-30 (423491) 3 0 Gal.Additional Tank 3 0 Gal Reg.Actuator 101-30 (423443)"'`" LT-A-101-30 (423491) 3.0 Gal.Additional Tank 3 0 Gal.Reg.Actuator 101-30 (423443)**" LT-A-101-30 (423491) 3 0 Gal Additional Tank 3.0 Gal Reg Actuator 101-30 (423443)*** LT-A-101-30 (423491) 3.0 Gal Additional Tank * Based on 5 flow numbers for a 1.5 gal,system and 11 ilow numbers for a 3.0 gal.system. " If tanks are manifolded,only a"double tank"nitrogen cartridge(Part No.423493)can be used. **' If tanks are manifolded,either an LT-A-10130 nitrogen cartridge(Part No.423491)or a double tank cartridge(Part No.423493)can be used. �Options are available up to a maximum of 15 tanks.Contact Ansul Technical Services Department for detailed information. � s SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-5 10-1-02 REV.5 SYSTEM COMPONENT INDEX I Part No. Description Part No. Description � ' 429853 Mechanical ANSUL AUTOMAN (ULC Regulated Release Shipping Assembly 418054 OEM Regulated Electric Release Shipping Assembly Aiso) Includes: Regulated Release Mechanism in Includes. Regulated Release Mechanism with Stainless Steel Mounting Enclosure Solenoid and Switch 1/4 in.Hose and Mounting Bracket 429856 Electric ANSUL AUTOMAN Regulated Release Shipping Assembly 79493 OEM Regulated Mechanical Release Shipping Includes� Regulated Release Mechanism with Assembly Solenoid and Switch in Includes Regulated Release Mechanism Stainless Steel Mounting Enclosure 1/4 in.Hose and Mounting Bracket 429850 Regulated Actuator Shipping Assembly 418691 OEM Regulated Actuator Shipping Assembly (ULC Includes: Actuator and Regulator in Includes: Actuator and Regulator Also) Stainless Steel Mounting Enclosure Hose Bracket 429870 Stainless Steel Mounting Box Shipping Assembly ►429878 3 0 Gallon Bracket Assembl (ULC Includes: Stainless Steel Mounting Box I Y Also) (Bracket Only) 429872 Two Tank Enclosure Shipping Assembly ► 32381 101 Remote Release Assembly (ULC Includes Two (2) Expellant Gas Hoses 418522 OEM Re ulated Actuator Shi in Assembl Also) Two (2)Grommets Includes. Actuator and Repu ator y Stainless Steel Mounting Box 9 Hose 429859 24 VDC Regulated Release Shipping Assembly (ULC) Includes: 24 VDC ANSUL AUTOMAN II-C 429862 3 0 Gallon Tank Shipping Assembly Release Mechanism in Stainless Steel Mounting Box 429864 1.5 Gallon Tank Shipping Assembly ►430299 3 0 Gallon Mechanical Release Shipping Assembly including: 56972 Regulator Test Kit 429853 Mechanical Regulated Release Assembly Includes Gauge, Hose and Valve Assembly 429862 3 0 Gallon Tank Assembly 79694 1.5 Gallon (5.8 L) Container of ANSULEX Low pH 430300 1 5 Gallon Mechanical Release Shipping Assembly Liquid Fire Suppressant including 429853 Mechanical Regufated Release Assembly 79372 3.0 Gallon (11.6 L) Container of ANSULEX Low pH 429864 1.5 Gallon Tank Assembly Liquid Fire Suppressant 430309 3.0 Gallon Regulated Actuator Shipping Assembiy ►423429 Cartridge Shipping Assembly(LT-20-R) (TC/DOT) including: 429850 Regulated Actuator Assembly 423435 Cartridge Shipping Assembly(LT-30-R)(TC/DOT) 429862 3.0 Gallon Tank Assembly 430316 1.5 Galion Stainless Steel Enclosure Shipping 423493 Cartridge Shipping Assembiy(R-102 Double-Tank) Assembly including. (TC/DOT) 429870 Single Tank Mounting Box Assembiy 429864 1 5 Gallon Tank Assembly 423491 Cartridge Shipping Assembly(LT-A-101-30) (TC/DOT) 430317 3 0 Gallon Stainless Steei Enclosure Shipping 423439 Cartridge Shipping Assembly(101-10) (TC/DOT) Assembly including: 429870 Single Tank Mounting Box Assembly 15850 Cartridge Shipping Assembly(101-10) (DOT) 429862 3.0 Gallon Tank Assembly 423441 Cartridge Shipping Assembly(101-20) (TC/DOT) 430324 6 0 Gallon Stainless Steel Enclosure Shipping Assembly including '423443 Cartridge Shipping Assembiy(101-30) (TC/DOT) 429872 Two Tank Mounting Box Assembly 419347 Nozzie Shi in Assembl 1 W 429862 3.0 Gallon Tank Assembly(2) Includes p 25 1 W Nozzles (Part No.419336) 430332 3 0 Gallon Mounting Bracket Shipping Assembly 25 Blow-Off Caps including: 419345 Nozzle Shipping Assembly(1/2N) 429878 3 0 Gallon Mounting Bracket Assembly Includes 9 1/2N Nozzles (Part No.419334) ► 429862 3.0 Gallon Tank Assembly 9 Blow-Off Caps a > SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-6 REV 4 10-1-02 SYSTEM COMPOMEh1T INDEX(Continued) Part No. Description Part No. Description 419346 Nozzle Shipping Assembly(1N) 417368 Terminal Detector Package ("Scissor") Includes: 25 1 N Nozzles(Part No.419335) Includes:Test Link 25 Blow-Off Caps 415671 Pulley Elbows Shipping Assembly 430913 Nozzle Shipping Assembly(1100) (Socket End)—to 700 °F(371 °C) Includes: 25 1100 Nozzles(Part No.430912) Inciudes: 50 Elbows(Part No.415670) 25 Biow-Off Caps 423251 Pulley Elbows Shipping Assembly 419349 Nozzle Shipping Assembly(3N) (Compression End)—to 700 °F (371 °C) Includes: 9 3N Nozzles(Part No.419338) Includes: 50 Elbows(Part No.423250) ► 9 Blow-Off Caps ►427929 Pulley Tee 419348 Nozzle Shipping Assembly(2W) Includes: 25 2W Nozzles(Part No.419337) 15821 Wire Rope(50 Feet(15 m)) 25 Blow-Off Caps 419350 Nozzle Shipping Assembly(230) 79653 Wire Rope(500 Feet(152 m)) Includes: 25 230 Nozzles(Part No.419339) 24919 Stop Sleeve Package 25 Blow-Off Caps Includes: 10 Stop Sleeves (Part No.26317) 419351 Nozzle Shipping Assembly(245) Includes: 25 245 Nozzles (Part No.419340) 24918 Oval Sleeve Package 25 Blow-Off Caps Includes: 10 Oval Sleeves(Part No.4596) 78196 1/4 in."Quik-Seal"Adaptor Package 419352 Nozzle Shipping Assembly(260) Includes: 24"Quik-Seals"(Part No.78195) Includes 9 260 Nozzles(Part No.419341) 9 Blow-Off Caps 772g5 3/8 in."Quik-Seal"Adaptor Package 418353 Nozzle Shipping Assembly(290) Includes: 24"Quik-Seals"(Part No.77284) Includes: 9 290 Nozzles (Part No.419342) 772g� 1!2 in."Quik-Seal"Adaptor Package 9 Blow-Off Caps Includes: 24"Quik-Seals"(Part No.77286) 419354 Nozzle Shipping Assembly(2120) 772gg 3/4 in."Quik-Seal"Adaptor Package Includes. 9 2120 Nozzles (Part No.419343) Includes: 24"Quik-Seals"(Part No.77288) 9 Blow-Off Caps 419344 Nozzle Shipping Assembly(1 F) 79149 1/4 in."Compression-Seal"Pipe Adaptor Package Includes: 9 1 F Nozzles(Part No.419333) Includes: 24"Compression-Seals" 9 Blow-Off Caps (Part No.79148) 423572 Swivel Adaptor Shipping Assembly 79151 3/8 in."Compression-Seal"Pipe Adaptor Package Includes: 25 Swivel Adaptors (Part No.418569) Includes: 24"Compression-Seals" (Part No.79150) 77695 Blow-Off Cap Shipping Assembly(Spare) 7g147 1/2 in."Compression-Seal"Pipe Adaptor Package Includes: 50 Blow-Off Caps Includes: 24"Compression-Seals" 79745 Metai Blow-Off Cap Shipping Assembly (Part No.79146) Includes: 10 Blow-Off Caps For Standard 79153 1/2 in."Compression-Seal"EMT Conduit Adaptor Non-Swivel Nozzles Package 415568 Metal Blow-Off Cap Shipping Assembly Includes: 24"Compression-Seals" Includes. 10 Blow-Off Caps for (Part No.79152) Swivel Nozzies 423253 Hood Seal Ada tor Shi p pping Assembly ►551265 Nozzle Aiming Device ' Includes. 6 Hood Seals 56837 Series Detector Package("Clip-On"} 13707 Gas Shut-off Equipment(Electrical 110 VAC, 60 Hz) Includes: Solenoid Valve—3/4 in. 56838 Terminal Detector Package ("Clip-On") Includes: Test Link 13708 Gas Shut-off Equipment(Electrical 110 VAC, 60 Hz) Includes: Solenoid Valve— 1 in. 15373 Series Detector Package ("Hinged") 13709 Gas Shut-off Equipment(Electrical 110 VAC, 60 Hz) 15375 Terminal Detector Package ("Hinged") Includes: Solenoid Valve—1 1/2 in. Includes: Test Link 13710 Gas Shut-off Equipment(Electrical 110 VAC,60 Hz) 417369 Series Detector Package("Scissor') Includes Fluid Power Gas Valve—2 in. � • SECTICIN IX — APPENDIX U�EX.3470 U�C CEx747 Page 9-6.1 10-1-02 REV 3 SYSTEM COMPt}NENT tNDEX(Cantinued) Part No. Descriptian Parf hlo. Description 17643 Gas Shut-off Equipment(Electrical 110 VAC, 60 Hz} 423435 Recharge Equipment Includes: Fluid Power Gas Ualve—3 in. Includes: LT-30-R Cartridge 14702 Gas Shut-off Equipment(Electrical 110 VAC, 60 Hz) 423493 Recharge Equipment Includes: Relay—Manua( Reset Includes: Double System Gartridge 423878 One Electric Switch(Field Maunted}Kit Includes, Electric Switch (SPDT}, 423491 Recharge Equiprnent Maunting Hardware (nciudes• LT-A-1Q1-3Q Cartridge 423879 Two Electric Switch {Field Mountad}i{it 423439 Recharge Equipment lncludes: 2 Electric Switches{SPDT), !ncludes. 101-10 Cartridge Mounting Hardware .. 423441 Recharge Equipment 423880 Three Electric Switch (Fiefd Mounted}Kit Includes: 101-20 Cartridge lncludes. 3 Electric Switches(SPDT), Mounting Hardware 423443 Recharge Equipment lncludes: 101-30 Cartridge 428881 Four Electric Switch{Fiefd Maunted}Ki# Includes. 4 Electric Switches(SPDT�, 7g372 Recharge Equipment Maun#ing Hardware Includes� 3 p Gallon (11.4 L�Container of ► ANSULEX Law pH Liquid Fire ►428311 Alarm !ni#iating Switch Kit Suppressant 55598 Gas Shut-off Equipment Mechanical (Ansu() 7g�74 Recharge Equipment Includes: Mechanical Gas Valve—314 in. lncludes. 1.5 Ga(fon (5 7 L}Container of ANSU�EX Low pH �iquid Fire 55601 Gas Shut-off Equipment Mechanical (Ansul) Suppressant (nc(udes: Mechanicai Gas Valve—1 in. 417911 Recharge Equipment 55604 Gas�hut-off Equipment Mechanical (Ansul) lnciudes. Package af'!0 Tank Adaptar Bursting Includes. Mechanical Gas Valve— 1 1/4 in. Discs 55607 Gas Shut-afF Equipment Mechanicai(Ansui} 77695 Recharge Equipment Includes. Mechanical Gas Valve— 1 1/2 in. lncludes: 54 Blaw-Off Caps 55610 Gas 5hut-off Equipment Mechanical(Ansu() 24916 Recharge Equipment lncludes. Mechanical Gas Valve—2 in Inciudes 10 Test Links(Part Na.15751} 25937 Gas Shut-off Equipment Mechanical (ASCO) 415739 Recharge Equipment Includes. Mechanical Gas Valve—2 1I2 in. Includes: Fusible Link 165°F(74°C} 25938 Gas Shut-off Equipment Mechanical (ASCO) 41574Q Recharge Equipment includes. Mechanical Gas Va(ve—3 in. Includes: Fusibie Link 212°F (100 °C) 15733 Gas Shut-off Equipment 415744 Fiecharge Equipment Includes� Air Cylinder and Tube Assembly Includes. 25 Fusible Links 280°F (138 °C� (Part No.415741) 4835 Remote Manua! Pull Station—Metal Stamped Includes: Remote Manual Pull Station Assembly 415745 Recharge Equiprnent 50 Ft.(15 m)of Wire Rope Includes: 25 Fusible Links 360 oF (182 °C) (P�rt No.415742} 24915 Break Rod Package Inciudes: 10 Glass Break Rods(Part No.4834) 415746 Recharge Equipment (Replacement} Includes. 25 Fusible Links 450 °F(232 °C) ►427074 Trim Rings(Pack of 10} {Part hlo.415743} 31809 16 in.(41 cm}Stain(ess Steel Actuation Hose 73867 Recharge Equipment 32335 2Q in.(51 cm}Stainless Stee(Actuafian Nose Includes. 25 Fusibie Links 500°F(260°C) 32336 24 in.(61 cm}Stainiess Steel Actuation Nose {Part No.56816} ►430815 42 in.(107 cm}Stain(ess Steei Actuation Hose 423429 Recharge Equipment Includes: LT 20-R Cartridge . ; SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-6.2 REV.2 10-1-02 SYSTEM COMPONENT INDEX(Continued) Part No. Description 79651 Recharge Equipment Includes: Detector Bracket—"Clip-On" 53771 Recharge Equipment Inciudes Detector Linkage—"Clip-On" 79651 Recharge Equipment Includes: Detector Bracket—"Scissor" 415817 Recharge Equipment Includes: Detector Linkage—"Scissor" 15344 Recharge Equipment Includes. Detector Bracket—"Hinged" 15343 Recharge Equipment Inciudes Detector Bracket Linkage—"Hinged" 14985 Recharge Equipment Inciudes: Lock Bar � 14995 Rechar e E u' g q ipment Includes: Cocking Lever 26310 Recharge Equipment Includes. Cocking Lever for , ANSUL AUTOMAN II-C 15618 Recharge Equipment Includes: Cocking Lever and Lock Bar Assembly 15240 Recharge Equipment Includes: 500 °F(260°C) Exhaust Duct Thermometer 197 Recharge Equipment Includes: Lead and Wire Seal 418087 Recharge Equipment Includes: Installation Manual 1 � ` SECTION IX — APPENDIX ' UL EX.3470 ULC CEx747 Page 9-7 10-1-02 REV.3 � "ANSUL AUTOMAN"REGULATED RELEASE ASSEMBLY I 1—► � � 3 L � � C� O O 14(ORDERED — q �� o SEPARATELY) � /� � �� /�0 0 �6�� 5 G � � � �� '°�ao 15 ��a� 13 2 6 �� ,,p � � 16 /p . � 12 °�� 9 8 � � 18 19,20 �� + 8 000373 e Figure 'Mechanical Electrical No. Description Part No._ Part No._ Regulated Release Shipping Assembly 429853 429856 1 Mounting Box 419293 419293 2 Basic Release w/Regulator 79140 — Basic Release w/Solenoid, Switch, and Regulator — 79288 3 Self-Tapping Screw 71342 71342 4 Spacer 76555 76555 5 Tension Spring 79094 79094 6 Lever and Bracket Assembly 79300 79300 ► 7 Machine Screw 14973 14973 8 Lockwasher 7310 7310 9 Hex Nut 14732 14732 10 Caution Label 57652 57652 11 Gasket 181 181 12 Expellant Gas Cartridge Assembly � LT-30-R/101-20 (Ordered Separately) 423435/423441 423435/423441 ' Double Tank/101-30 (Ordered Separately) 423493/423443 423443I423443 13 Safety Shipping Cap 7725� ��251 14 Tank Assembly 1.5/3.0 Gal. (Ordered Separately) 429864/429862 429864/429862 15 Hose Assembly 79007 79007 ► 16 Enclosure Cover(Includes Label) 423744 423744 ►17 Solenoid Assembly — 423575 18 Electric Snap-Action Switch _ 423878 I 19 Cover Screw 15362 15362 �i 20 Speed Nut 423479 423479 � � � � ,, SECTION IX — APPEfdDIX UL EX.3470 ULC CEx747 Page 9-8 REV 3 10-1-02 REGULATED ACTUATOR ASSEMBLY � 3 � � �4 o� � 10 ► (ORDERED 5 � �4 SEPARATELY) � ��_��j o I "�" 9 L_J 2 �2-. � � 6 S � 11 7 000374 O 13,14 U m Figure No. Description Part No. — Regulated Actuator Assembly 429850 1 Mounting Box 419293 2 Pneumatic Actuator Assembly Including Regulator 79340 3 Hex Jam Nut 67990 4 Hole Adaptor(2) 423277 5 Lockwasher 69521 6 Gasket 181 7 Expellant Gas Cartridge Assembly ' LT-20-R/101-10(Ordered Separately) 423429/423439 I LT-30-R/101-20(Ordered Separately) 423435/423441 Double Tank/101-30 (Ordered Separately) 423493/423443 ' LT-A-101-30/101-30 (Ordered Separately} 423491l423443 8 Safety Shipping Cap 77251 ' 9 Label 426953 10 Tank Assembly 1.5/3.0 Gal. (Ordered Separately) 429864/429862 11 Hose Assembly 79007 ►12 Enclosure Cover(Without Labels) 419294 13 Cover Screw 15362 14 Speed Nut 423479 � a SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-9 8-1-01 REV 3 ENCLOSURE ASSEMBLY � 1 � 4�Q� 9 �� 3 2-► � � 0003�s � B 5 ►Figure No. Description Part No. — Enclosure Shipping Assembly 429870 1 Enclosure 419295 2 Cover 419296 3 Nameplate 4298�1 4 Screw 15362 � 5 Speed Nut 423479 � f „ + SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-10 REV.3 10-1-02 BRACKET ASSEMBLY z� �� m � � 3 0 � � \� I I m 4 �� a 0 e uoua�s ►Figure 3.0 Gallon No. Description Part No._ — Bracket Shipping Assembly 42gg7g 1 Bracket Assembly — 2 Grommet 14089 3 Grommet 8688 .4 Wing Nut 12065 , ' � SECTION IX — APPENDIX ► UL EX.3470 ULC CEx747 Page 9-10.1 10-1-02 REV 1 ' TANK ASSEMBLY 5 4-► 3 _-� 2 8 _ 1� 6-► / i 7-i / 000375 Figure 1.5 Gallon 3 0 Gallon No. Description Part No._ Part No. — Tank Assembly 429864 429862 1 Pickup Tube Assembly 429883 417700 2 O-Ring 56909 56909 3 Vent Plug Assembly 74247 74247 ' 4 Union Nut 417705 417705 5 Union Tail Piece 417706 417706 6 Shell 429861 429862 7 Nameplate N/A N/A 8 Burst Disc 418974 418974 � - � � , SECTION IX – APPENDIX UL EX.3470 ULC CEx747 Page 9-10.2 REV 1 10-1-02 "REMOTE RELEASE z 13 � 1 O '�. I � I �1 � I I ` I '� 12 II� 11\� f �� I� ,� � �� . ,i i ! 4 ��- i� 5� . �-�� , ,a--► � 3 � , " t � � � � � � �p o 15 / � 16 �'� .� �I� 19-� 18 � (ORDERED �� SEPAR,4TELY) 9 8 6 oossze Figure No. Description Part No. — Remote Release 32381 1 Mounting Box 15954 2 Cover 17441 3 Ring Pin Assembly 15368 4 Pop Rivet 15053 5 Spring 79094 6 Speed Nut 12042 7 Machine Screw 14973 8 Hex Nut 14732 9 Lockwasher 7310 10 101 Release 15443 11 Spacer 14970 12 Screw 15834 13 Machine Screw 15362 ' 14 Tension Lever and Bracket Assembly 15956 15 Bushing �4972 16 Cap Screw 79280 17 Angle Bracket 15396 18 Gasket 181 19 101 Cartridge (TC/DOT)423439 � (DOT) 15850 � � � � ; r SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-11 10-1-02 REV.S 'Multiple Noule Fryer Protection Calculation Examples 'Example No.2—Fryer With Dripboard.This fryer has an overall Example No.1 —Donut Fryer Without Dripboard.This fryer has fry vat, including a dripboard, that measures 24 in. (61 cm) in a frypot that measures 26 in in depth x 28 in. in length (66 x 71 depth x 20 in.(51 cm)in length.The actual frypot measures 20 in. cm). Because the frypot exceeds the maximum dimensions for x 20 in. (51 cm x 51 cm}. Because both the frypot and the overall one nozzle, multiple nozzles will be required fry vat including the dripboard exceed the maximum dimensions for one nozzle, multiple noules will be required. Procedure. Find the area of the fryer by multiplying the 26 in depth x the 28 in. length (66 x 71 cm)which equals Procedure Divide the fryer cooking area from left to right or from 728 sq in. (4697 sq. cm). Using the 3N noule front to back into modules that do not exceed single (approved for fryers with the longest side of 25 3/8 in. nozzle area limitations and longest side limitations as (64 cm) and a maximum of 370.5 sq. in. (2390 sq described in the table for "Fryer Multiple Nozzle cm)in area),divide the total area of 728 sq.in.(4697 Protection"lacated in the Design Section. sq cm) by 370.5 sq in. (2390 sq. cm) to find the The example fryer can either be divided from left to number of nozzles needed.728 sq in.(4697 sq cm) right into two modules,each measuring 10 in.x 24 in. divided by 370.5 sq. in. (2390 sq cm) per nozzle = (25.4 cm x 61 cm), or it can be divided from front to 2 nozzles required.Then verify the maximum longest back.See Figure 2. side dimension of 25 3/8 in. (64 cm). Doing this will If the fryer is divided from front to back, two 2-flow require doubling the 3N nozzies to = a total of 4 nozzies may be adequate To determine this, first noules, if we are to protect the 26 in.(66 cm)depth protect as much of the rear portion of the vat(the fry- and the 28 in.(71 cm)length of the fryer with this 3N pot area) that is ailowed with 2-flow appliance noz- noule option.See Figure 1. zles using the maximum area of 210 sq in (1355 sq. Using the same process, but utilizing the 3N nozzle cm)per nozzle with the maximum longest side of 21 approved for fryer protection with the longest side of in (53 cm)for multiple nozzles.See Figure 2. 27 5/8 in. (70 cm) and the maximum of 324 sq. in. In the exampie,the frypot is 20 in.(51 cm)from side (2090 sq cm) in area, the calculation will change to to side. Use the maximum area of 210 sq in. (1355 728 sq in.(4697 sq cm)divided by 324 sq.in (2090 sq cm)allowed for one nozzle and divide it by 20 in. sq. cm) per nozzle = 3 nozzies. Because this 3N (51 cm),a total of 10 1/2 in.(27 cm)of the frypot can nozzle option will protect 27 5/8 in (70 cm) on the be protected with one 2-flow nozzle(210 sq in.divid- longest side, it will protect the 26 in. (66 cm) side in ed by 20 in. = 10.5 in } See Figure 2. this example,thus eliminating the need for extra noz- , zles.Utilizing this option, in this example, will require This leaves the remainder of 9 1/2 in.(24 cm)of frypot a total of 9 flows, but allows less nozzles and less and the entire dripboard yet to protect. One 2-flow nozzle drops*.See Figure 1 appliance noule will protect up to 10 1/2 in.(27 cm)of 'Note 2-flow appliance nozzles can also be used frypot,therefore,there is no need to verify the remain- This option requires a total of 4 nozzles (728 sq in ing 9 1/2 in.(24 cm) There is only the overall of 9 1/2 divided by 210 sq in. per nozzle = 4 nozzles, or 8 in.{24 cm)remaining plus the dripboard to verify total flows) Using this option requires that the noz- The dripboard measures 4 in. x 20 in. (10 cm x 51 zles be placed over each quadrant of frypot area pro- cm),with an overall remainder of frypot + dripboard tected and aimed to the center of the modules.This area size of 13 1/2 in.x 20 in.(34 cm x 51 cm) = 270 option may be desirable if minimizing total system sq in (1742 sq.cm).Reviewing the"Multiple Nozzle flows is important. Fryer Table;'a 2-flow appliance nozzle can protect an 141N. 93/81N. 93/81N. 91/41N, afe8,including dripboard,of 294 sq in.{1897 sq cm) (35.6 cm) with a longest side of 21 in. (53 cm) Because the (23.8cm)(23.8cm)(23.5cm) area is less than the maximum of 294 sq in. (1897 } � � i sq cm) and the longest side is less than the maxi- �3 iN. � i � 1 i i 1 mum of 21 in. (53 cm), a 2-flow nozzle will be suffi- (33 cm) � I � j j cient.See Figure 2. �r— --- 261N. � � 261N. —�---- �ss cm� • i • i • �ss�m� Adding the protection required for the back of the fry- � � � pot to the front protection requires two 2-flow appli- • � • i i I � � � ance noules as a minimum.See Figure 2. 28 IN. 28 IN. I 20 IN. ��J 20 IN. (71 cm)—�I �(71 cm)—� I�—(51 cm) "I �(51 cm)� FIRST 3N NOZZLE OPTION SECOND 3N NOZZLE OPTION I � — FIGURE 1 i � i � 1 101/21N. I �z��m� s � 002366 2��N. (51cm) i 241N. � ------ 241N. � (61 cm) 9 1!2 IN. (61 cm) s i • � �24 e'") • � '� 10 IN. t 4 IN. (25.4 cm) 4 IN.(10 cm) (10 cm) DIVIDED LEFT TO RIGHT DIVIDED FRONT TO BACK ► � . ' FIGURE 2 OQ2467 �- y � � SECTION IX — APPENDIX UL EX.3470 ULC CEx747 Page 9-12 REV 3 10-1-02 ►NOTES: � I �' ` - �- - � � r ` ANSULINCORPORATED ONE STANTON STREET MARINETTE,WI 54143-2542 715-735-741 1 � ¢ oi � � c 0 L J a d m `o n `O U G � C Q N O O N � D � v � � �% � ^ ��N � s ��7 D � 0 � � z CITY�OF p1NELLAS pARK a BUILDING DIVISION CITY OF ZEPHYRHILLS 5335-8TH STREET , � (813)780-0020 19106 BUILDING PERMIT PERMIT INFORMATION � - LOCATION INFORMATION Permit Number: 19106/19105 Address: 6386 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: SITE WORK Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0000-0100-0041 Improv. Cost: 296,460.00 OWNER INFORMATION Date Issued: 12/05/2017 - Name: S & L PROPERTIES ZEPHYRHILLS LLC Total Fees: 1,076.00 Address: 2651 KIRKING CT Amount Paid: 1,076.00 PORTAGE WI 53901-9511 Date Paid: 12/05/2017 Phone: 608-742-2893 Work Desc: SITE WORK CLUVERS RESTAURANT CONTRACTOR S APPLICATION FEES WETHERINGTON TRACTOR SERVICE BUILDING FEE 1,076.00 � � � � � � � , Ins ections Re uired FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. RE�'NSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your. lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � �� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i � " "�,� PASCO COUNTY P�C � DEVELOPMENT SERVICES V� / /, 8731 Citizens Drive Date:4/19/2018 COUNTY FLOItIDA New Port Richey, FL 34654 �7rex Se�s.VrBxu,��I�c�s. 727-847-2411 ** RIC�T A PERMIT �* Receipt#: 1753392 � FEE DESCRIPTION ACCOUNT CODE UNITS INVOICE# FEE AMOUNT PAID RECEIPT# DATE Impact Fee Residential Solid 24503100-329010 1,00 1337131 $5,475.26 $5,47526 1753392 4/19/18 , Waste Condo,Multi-Family MH in Park,per Unit 0226210000001000041. TOTALS: $5,475.26 55,475.26 Receipt# Paid Bv Check# CC Auth# Cashier ID Workstation Receipt Date Amt Paid � 1753392 Check 17386 17386 534 BCCCP15W 04/19/2018 $5,475.26 Total Payments: $5,475.26 Pa or Address Phone mccon building corp. troy davis 6089297737 Permit#19105 CITY OF zhlls 6386 GALL BLVD ' Comments• ' 0226210000001000041 � Whlle you wiil be paying your bill with Pasco County Development Services,the full amount of the credit card or e•check fees,NOT shown a6ove,is collected by First Biliing paymentservices, MyReports/reports//PRODUCTION/PASCO/ReceiptPOS V5.rpt 4/19/2018 Page 1 of 1 r • , PASCO G�UNTY, F�1�D�► � .. . 5 I rermit No. � Date Permitte /Z- -( i Buiider NamelOwner Name ��'l � � Cantroi# , County Parcei No. �Z-'��-�Q�D-�I.OD-0 I SubDiv: t,�� l_S AddresslLacation (�� 1-�j �t�=� Ciassificationti"ype of Use �C'�'�-�.icr'�.r'�-.1 TRANSPORTATIfJN IMPACT PEE Rate: Bq.Ft Unit: � �r Exempt ❑Yes ❑ No Haw Determined � Impact Fee Amaunt $.f��¢ZS-ZZ- Zone No. TAZ: SCHOOL IMPACT FEE � Account (056) Single-Family Qetached House Amount $ (057} Mobile Home (058) 4ther Resfdentiai 123) Collection Fee �� F�cempt Yes [� No How Determined _ PARKS AND RECREATlON FEE Land Account Land Credit land Tatat ( Recreation Account Recreation Gredit -Recreation Total ' Zone TOTAL AMOUNT $ �-F� � Exempt (�Yes [] No How Determined ` LtBRARY FEE V Land Account Land Credit Land Tptal Facility Accaunt Faci[ity Ccedit Facility Totai �— Exempt []Yes ❑ No How Determined Total Amoun ,�� RESOURCE FEE ERU TQTA�P.MOUNT � i Prepared By Checked By � • NO CERTIFiCATE OF OCCUPANCY WILL BE ISSUED OR FINAL.INSPECTION PBRFORMED UNTIL THE TO7AL AMOUNTS LISTED.HAVE BEEN PAID APfD RECEIP7ED FOR BY A CEN7RAL PERMI'I'TING t3FFiCE OF PASCO CBUNTY Acknowledgement be(ow does not Imp{y acceptance of cancurrence,6ut simpty recaipt of a copy of thls form,placing the b�liding parmft owner an notice of this essessment and th�conditlons of payment for same. DATE RECE{VED BY � RECEtPT NO. DATE BY