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Home My WebLink About14-15691 � C�TY OF Z PHYRHILLS :, � '� 5335-8 H STREET � (si3)� 0-0020 15691 BUILDIN PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 15691 Address: 37715 NEUKOM AVE LOT 123 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0090-00000-1230 Improv. Cost: 4,000.00 OWNER INFORMATION Date Issued: 10/07/2014 Name: ALWARD, SHELLEY Total Fees: 82.50 Address: 37715 NEUKOM AVE Amount Paid: 82.50 ZEPHYRHILLS, FL. 33541 Date Paid: 10/07/2014 Phone: (813)782-5975 Work Desc: SHED ADDITION 96 SQ FT CONTRACTOR S APPLICATION FEES , B&H CONSTRUCTION OF E TRAL FL BUILDING FEE 82.50 I �( I � ^ _ G� � c�z.;��.�- ��—`(� � - �-�`" -� � � �.i � � � � �1��-' �r - ��" �- � � -- �F� '" Ins ections e uired FOOTER 2ND ROUGH PLUMB MI C INSULATION CEILING FOOTER BOND DUCTS INSULATED S WER MISC. ROUGH ELECTRIC LINTEL MI C MISC. 1ST ROUGH PLUMB PRE-METER IN ULATION WALL MISC. DUCTS INSTALLED WATER MI C DRIVEWAY PRE-SLAB SHEATHING MI C. MISC. CONSTRUCTION POLE FRAME MI C. MISC. REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following rea ons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not ade when inspections called d) work not ready for inspection when called e) permit not posted on job site� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there ay be additional restrictions applicable to this property that may be found in the public records of this county, and there ay 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 o commencement may result in your paying twice for improvements to your property. If you intend to obta n financing, consult with your lender or an attorney before recording your no ice of commencement." Complete Plans, Specifications Must Accompany Applic tion.All work shall be performed in accordance with City Codes and Ordinances. O OCCUPANCY BEFO C.O. _ �.�� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD ROM WEATHER 10-0�-'14 13;�8 FRO�- Attle�ara Frabatinn 5 8223374$ T-�94 P0001/OOD1 F-601 • z,� . � ' : OCTO�ER�a 2014 . '�0 THE CYT'X'()�'ZE�'�Y'YRHILLS �T�t7�tIDA, � I SHET.�,�Y ALVt�A�D OWNER 4F LAT#123 AT 3??15 NEUI�O7v1 A,'VE � 2EP��IT.�LS F�.1'JRI�3A 33541 CxIVE I3t7N'A� ATT'0►S PERNITSS�()N TC}$ISILD AN`E�:TEN'S�ON QN TT�E SHED OI� AZA FRt�P��t'��. ' '�HAN�`YOU FOR'Y'OUR HELP`VVITH THTS 1VIA ER. • , , � S1�T��2ELY, ; ��.. . �..�> '� , � � S'�-TET,X,�EY J.AT..'WARD � 908 ST.�,A.TER ST�tEET . ATT��3�Rt}MA 0�703 ; P�FASE CA�L IF TTTERE.�?►RE AN�'C�tJEST'Yt�N 5{}8-2A�3-27�1 . i . . �, .fAM�S � P�RKt! 1 , � IVOtgry Pub11C CQtr11M0iVWEAt,1H QF MA88�►CHU9Et►s tVty Cvtttmissloa �s�trea June t9. 2020 . ' � , . i ' • i � ' ; � i ��6■ _�_ _— ._ a � ..____.._.. September 24,ZQ14 � Zephyrhills Building Department � Re: Authorizatian of Permitting ��c^�-' � � � I, Greg Beebe, authorize Diane Beebe, James Bailey or.��to be able .� to pick up, apply for, and any other as ects of the permitting procedure for � B&H Construction of Central Fla. Inc. If you have any questions, please feel free to contact our office at (813) 82-1064. Sincerely, ��ti�� 'rreg Beebe tJwner ------- \ ��__ _.._----___�--- Not ��ialy l II r��.�,�4 CRAIG CAN7 � �'.; .= Commission#FF 13 253 � �'�: ,a;°�'�, Es�aei�,TrUoyn�air��,�$oaaas.ao» �?+1� ��■ � CONSTRUCTION afCeacmrPtonraa�G 4025 Marris Bridge Raad Zephyrhills, FL 33543 Phone: 813-782-2064 Fax: 813-715-6585 Tail Free: 800-2241206 ,� 813-780-0020 City of Zephyrhills ermit ication Fax-813780-0021 , Buflding De artm . Date Received S)� "'��—I D�• Phone Contact for Pe itti Owners Name � � �I� 8,�j Own ` �e Number o�J� ' s�� Owners Address J��15 ��`2U..ko{v� ��1��i Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Tftleholder Address JOB ADDRESS 37?17 � 1 J� �oT a /a3 SUBDIVISION /1/�I'�'1J 02��ON PARCEL ID# 7�as��—Qa/�� Qo��' /a3� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q DESCRIP110N OF WORK SH l=O A O Q QTI� BUILDING SIZE �� S SQ FOOTAGE� HEIGHT � BUILDING $yDDV•pO VALUATION OF TO L CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ �G�� QMECHANICAL $ VALUATION OF ME HANICAL INSTALLATION � `� QGAS Q ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE A EA QYES NO BUILDER � 4 COMPANY O 1I� SIGNATURE �'� "� REGISTERED Y/ N FEE CURREA Y/N Address �S '/ •1 �'� � License# 5770� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY � SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy orms;R-0-W Permit for new construction, Minimum ten(10)working days after submittal date. Required on ite,ConsVUClion Plans,Stortnwater Plans w/Silt Fence installed, Sanilary Fadlities 8 1 dumpster,Site Work Pertnit for subdivision/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Pag ;(1)set of Energy Fortns.R-0-W Permit for new construdion. Minfmum ten(10)working days after submittal date. Required on ite,Construction Plans,Stortnwater Plans v✓/Silt Fence installed, Sanitary Faciiilies 8 1 dumpster.Sile Work Pertnit for all new proj cls.All commercial requirements must meet compiiance . SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construdion. Directfons: ' FII oul appliration completely. Owner 8 Contractor sign back of epplication,notarized B over E2500,a Notice of CommenoemehYis•rd'quiretl,:'�,(RIG1�"pgrades over E7500) ' '� '""'°""'�"" "' " "�' " Agent(for lhe conUaclor)or Power of Attomey(for the•ovmer)wo�ild be someon with notarized.lerier from ovmer authorizing same ' , OVER THE COUNTER PERMIITING . (Front of Application Only)' , . -• Reroofs if shingles Sewers � S'eniice Upgrades;A;lC'�' Fepces(Plot/Surv y/Footage) " , ' , ;. :, � �..� .. . ., �•:.�• ; '; ' ' - • • , Driveways-NOt Over CounteY H on�putilic toadway"s:needs'ROVIl�" ` " "' '-�' ' ' ' '� ' "'��_'"� . 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 resVictions. 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 conVactor 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 contrador, that may be an indication that he is not properly licensed and is not entiUed to permitting privileges in Pasco County. TRANSPORTATION IMPACTNTILITIES 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—Homeowners - Protection Guide°prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owne�',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 consUuction,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 govemment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in wmpliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. • - Southwest Florida Water Management DisVict-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Departrnent of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement - Federal Aviation Authoriry-Runways. I understand that the following restrictions apply to the use of fill: � - Use of fill is not aliowed in Flood Zone"V"uniess 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 materiai is to be used in Flood Zone "A" in connection with a permitted building using stem wali 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 consUuction. 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 pians,consVuction 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 jusUfiable 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 PIOTICE 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. FLORIDA JURAT(F.S.11 .03) // � OWNER OR AGEN CONTRACTOR�iCY�[.r� %��.(�(�it�� 9� cribed nd swo to(or fti )bef re me this �u�s '.b�d d sworp'o aff+c@ed)bQfor�e this / by 'Ol by C9PrD ��.(O Who islare erson o me or has/have produced Who is/are personally kno to me or has/have produced asidenlifica n. asid t�cation. Nota Pubtic Notary Public �n�� n,, ..w...... Com ' ' �'' RAIG CANT Commfssion No. �� =.: ::= Commission#FF 130253 =.: s z Commission#FF 1302:i. Nam �tl, r Name of Notary t ta � ' '�Pj�„' aiEed Thm Tmy Fin Inaiamca 80638S7010 �� ° EuWM Tlw Troy FWn Inan�nea¢J�35:� , n �..�, ` ; , ��:� �' �� ,. ��' �. ,.�, , � �. .�:r... ,�� I. �. City of Z phyrhills BUILDING PLAN R VIEW COMMENTS Contractor/Homeowner: 4- UGTlO A� Date Received: � - 3 f2 ° I site: ° ? � 1 S co l t�� 1'I�� Permit Type: �"l� �rY i 2. � I Approved w/no comments: Approved w/the below omments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or pl ns. a-�� Kalvi "Switz r- ans Examiner Date Contractor and/or Homeowner (Required when comments are present) SIH Illll�llililllllllllli!l11111�Iflllllllfill�Illllllllllillll '� ' , 2014158518 1!�'U71(:E UF(:UA�MENC;�.MENT - ' r Rapt:16342&� Rec: 10.00 DS: @.@0 IT: 0.0@ Ptnni�No.____, 10107114 S. Peters, Dpty Clerk 7ax Fotiallo.3��0�'S=�1'-Dt}�'0—DDC}OD—�� _ Ti�tE tThiDERSIGNEll hrrrby givcF notice that im�►rovcmtm wi31 be made ia anain re�1 pro�erry,and in nccordance with Srcaian 'i 13 1 a ni�he Fiorida�Stamiec th�foli�+wih�infonn��tian is pi �•ided in�his IVt?TIC�OF C4R1lM�l�'('FAtFhI7 1��1 t�ar��.-�'i— �rr t`'i 63�} c�sRq�tC �.c�T1�.3 I Description o!'properiy(legal desctiption�: OX' �'i Oq. .�$,�,_.w__._._.. .. ___ - - . _ .. ___. _ ._. a}Strett�jnb)Address�37�1 M�,tLom.R . ��h�t-�rs.1�.s-�. .�l..3�5�-l�� . _ . 2 C�eneral descsiptit►n t�f improvemtnts:��++eC� Ey��ee��b . ..._ _.. . _ . . � . _ __ _. __. 3(l�wner►nforn�acion •- - Do�»�d i�."�05 . _ . . __ .'.__ ._ _ _ .._ .. . ._ _ .. __ ._ .__ a)Name and ad�iess:3�-z�S Nc�,ltor,n ia'u�. __ h,�4,��.��'�__,33�f� _ ._ . __ . ._ b.)Netne and eddrtss of fet sztnple titJehol�lu tif o �han ovmcr) __ _r.__ , c)intenatinprP�;__. io.t��'C�:___�.__._ � _._.._. .. _� 4.('antractox Infoinnatioo� �"`�l��S�n-"�� t`�- ar N��,a eaan�: 4 � r �h . c� � ts ��3 b)Tekphane No.: $13-�l.�� ax �a.tOW) �'!3'"T�5-l05$�i�' S.Sun�y►n!'om�eiion �l�Namt and eddresss . . , ti)Amoi�nt otBond• � � ._ c)Telepbone No:e Fea No.(Opt.y ____ 6.l.cnder a)Name snc!address:_ , . _ _._ P'hoaa No, ?.ldeniity otpason witb»i th�Staic of Fiarida dcsignatcd by o upim whom nwias ar ofhcr docwr�a��s rr�ay be servad: a1 Name and address: bj'Cetephone Na.: Fax Na.(dpt.} 8.1n additian eo himssff,cromer desigoaies the fo�lvwmg pasam recsiye a copy altt►e Uenar's Noric.�as proviiicri im Seciion 7 33.13'(t�(isj.Flaaida Statntcs: . e 1 Narac dn¢�ddress: t�y Tekph�oe Na.: �Fau No.i�,) 9.F�cpixsiiam d'aee oiTTorice afCommeacc►Y�em(tbe cYp:ntion ate it one yair�roro 1he dMte ot r,ecordiag�nafest�r di[fere�t daie it apectfied): .. . . . WARIViNG TU OVVNER: AN1'PAYlV1ElVT$MADE,B�' OWNER AFTER�1E�XR,/17�iON OF THE NOTICE QF COMMENGEMEIiTT,ARE CpNS1DE1i�ll IMPROPLR.�A lJl�1TlElt C�AP'[ER•9T3,PART 1,5�C!'-10N 7]3:13; F'LORIDA STA't1l'I'E.S,AND CAIV:RESUi.T IN YOUft I'A � G TWlCE'I�OR I!►�"ROV'Et►�`J�PIS TO XOUR 1'•ROl'LR�"Y. A N077CE 4F COMMETICEMEN'l'MtIST BE RECORD ANXI I'OSTF.I!ON TXi��OB S17�BEFa�RE T$E F!1'tST INSPF.�.'170N. 1F�'OU�IIV7�N�?O(1BTAlN FINANCIIV ,CDNSlJ�,T YQliA�1DFJt 4R AN AT!'{?RNEY BF.FORE COMMENCIN.G VVO�tIC OR REGORDING Y�QUR N+OT1, OF'COMM�NGEMENT. 5TA7t O�" A ' � O �/ CQ�7NJY Ois�A.� /1�1 ��••� PRULA S.4'NEIL,Ph.D PA5C4 GI.ERK & GOMP7RQLl.ER r °iQ�a°r Q°�°tt�s A ��+��a�M�mEtt � 1�QR7BK �0�� P�'of3193 �t� Tbc fongoing iastruman waa acknowltdget!bcfore me this .t3ay ot �'?n��n��t°�" .20�t- ,6y l�Gt, k�,5 �s '(tYPe of suthority,e.�.bi3'�er,trusiee, I xa�rn�y�n r.�c3 rot (name of psrt�an bebdJof whom watrnrnenl wu ra�ecoled). �''� �/"� Pa�sana))y Known,._,OR cod Idenvliption.____ N 1ary Signature ,��,1�.-�r 7ype of ldentificariom Produced ,t e-• N . (p+rin�)_,..��,�._�-�� VrriGcation pursuant to Section 92.325�Flarida Statutes.Under ahics alperjury.i dec�are that I have read t�e fongoing and that ` thr facts stated in it an tcne ta the best of my knowledgs and beiief j� j f, . ^.. � � � � , �aaus�roc,+�v» ./ "' '� CRA{G CANT , i �. Canmission�FF 13Q253 Si c of Nmua1 Pcrwn Signi+�lin,liar q l0.)Abovr Expl�es June 8,2�1$ , u�aeirNt�F�u„�.n�•e�o�wa�� t ,� � � � � � L_ —�_. - � � � � STqTE C?F ELQRBC}A,COUNTY OF PASCO Tt�I1S lS 1 Q�C�R71FY THAT TNE FOREGOING IS A �� TRUE AND CORRECT COPY OF THE DOCt1MENT ON FILE OR OF PUBLIC REGORD IN TNIS�FFICE �i� �'=�p � � ��y WITNESS NY HAND AND OF�4ClAl.SEAL THIS ��, ��' � �,,, ,�,�... - . .a1 `"� dAY OF {�3C-�0��( 2 41 �.. . �"�`,�< PAULA S.Q'NE1L,CLERK&COMPTROLLER � � -�°��= } ' Ir.�§od1Ye?'rusr a � �Y dEPUTY CLERK * � �� `� °*�`� .� \� * A�Y88� •� ��F�1.t}R'�� , , i LEONARD G. "GEOFF" OOD, P.E. 3704 BRUTON ROA PLANT CIT'Y, FLORIDA 33565 (863) 646-5517 � DATE: 9/24//14 � B&H Construction Zephyrhills, Fl. Re: DONALD MA TOS Address: 37715 NEUKO AVE. LOT 123 ZEPHERHILLS FL. This letter is to certify that I have reviewe the above referenced structure to determine the structural adequacy of the existing structure,to receive the attached. Our goal is o install a 12X 8' shed extention on existing concrete. As a ays, should you have any questions, lease feel free to call at any ' e. ; (�� Leonard G. Wood � � 3704 Bruton Road SHEET oF � Plant City Florida FOR: � B&H Conmuctioa ofCeohal FI lac (863)430-2717 �n,��ae,a5�ap�m�m�zoio F7orida Buildiag Code Building,Sation 1609 MAX WIIdD 140 MPH I.eonard G.Geoff Wood LEONARD G."GEOFF WOOD ENGINEER Leonard C3.Wood,PE#47377 3704 Bmton Road Plant Ciry,Florida 33565 i Tel honelFax(863)430-2�17 ��`�✓• �� Roof Pressure Zcnt 1 7• o �7• S o e iJttlMate Wlnd 5 e 140 MPH 14 s � f�. 2� s � f, 5� F � iO4 s � ft, Wlhd Fnree � p9 +20 sf *19�5 sf +26�1 sP +14�3� sf -32�3 sf -31�4 sf -30�2 s -29.3 sf , Axposu�rp_C� r� X 1les!gn la ,; #arM� vctue of soit Is 1,50o PSI Roof ressure one � o � o � _ 'Rtxof tive nd �0 PSF 'Ftoor tWe toad p 40 PSF iQ 5 � Ft� 80 s � f � 5D f � 300 s , F�, [tisG� Catg�ory II +20�3 sf *8�5 sf +16. sF �4.3 sf RooP An�te 0-10 Degrees �-56,2 sf -51,7 sf -45,7 sF -41�2 sf � Internat Preasure Wall Pressures � +36{7 -4Q,4 Mid Wntt i�oaf Pra sure on� 7• S o e Deslgn�Wlr�d Pr�are For Conponents I 10 s � ft, 20 s , F�. 50 � f�, 00 � , ft, Mo�MUM is -��i�7' PSF � +�p,3 sf �l8�5 sf +5, sP� +14,3 sf WIfdD LOADS PER 8010 FBC9 CHAP7ER 16 - 3.1 sf -77�7 sF -'70� s -65� �f A�L' aTHER REAUXREt�NTS ?[! M�ET 24lU F9GR ALI. AI.UMINtiN I$ 6005-T5 ALUMINUM ALLt1Y , te 1 res re W r 105 � f�, 20s . ft, 50s P l�Os � f , SOOs � P'�� ` �35.3 sP +33,7 sP +31�6 sg +36A sf +g ,3 rP -36�2 sP -36�'7 sf -'34�6 sf -33 0 s# -$9�3 sF � Inta nnl Pres ure W t r su � Z n 5 lOs � ft� 20s � ft� 50s � f 10 s � f , 30s , f�, � �35�3 5f +�'3�7 sF +31,6 sP +3G 0. sP + 6�8 sf - 7��C sf - �0 sf -3 .8 sP -3 ,7 sf -29�3 sf � , i�� r� SHEET� �`OF � , .. FOR: B k H ConeWdioa of Centiel F]tac 'tbtae saod�le aad plann mat tho 2Q10 _CENERAL N 7_i r�o�ta�a mngcoaes�ttam�,s�o��sog ' t��L,�,��►,,i1S SHOWN ON TNCSE lDBI!tTAN011MOY 2 01� A L.U M I N U M C 0 N S T R U C T I CJ N � x surrm�r�rm rawarcra ua.�ar�.�a��w.�►m va�uun a. ¢IlN�INi11lfyiS�CTN VE1iTIC�LLY ANp H�ItZ@ITAUX THIbUGH THE S T A RI D A R D S � P11t7PGSED CflN1o7t7RE iNRJ 1HE MGEiLE HOME ANU TiR�1t INTO 1HE Et{2S71N6 tit0lM& . NARD a."tiEOFF WOpD ENC1B�iEER � Leoeacd G.Woad,PE H 47377 3704 Htnfnn Road PLati'1ty,'Floride 33565 Tel mx(F� 663 430�2?17 C ,`� • ��'ET � �.�" � . f FOR; i B&H C'.onstruckion of Ccnttal Fl lnc � J� Zhese ataadards and P2ans meet the 2QfQ RE�JI(�`J�f �t��'°� t/`��'�F7o' BnildingGodeHmldin&Sectioul609 � � ��T�'QF ��1 €�F�3L�� ,a,,� �x � PLAI`JS �X�{��IfVE[� �aG. o�a ; _. :�� ' I LEONARD ."t3 W SNGII�EER � Leonard G:A'ood,PE�!413?? � ` 3704_Bmtam Roe3 � I � Tel th dP�c B 3430-2�17 � � f ��Z�� $ �� ALL�'r��-SHAL,L� r n , p,�UIL�n�� . A1 . �I�,T.r�;�,11YU liL1��, i-""' r 1T �{��s��,� 1�m��S"-�'�:�" Cu,,r Nr. IOi�ALEL�S Q DII�ANCES ,,.�- �`'I'Y 0��;Ei:`�_ �.a swa � � � �`� a '.!= ` �� a�a � � � � � � � � p- �� , �n ;n � � �y i� � � �► 'r� ��..� J o � . .� � � � °�� • , � p�, � w � '� �� 1 � � t � ,+ `1 ` ' � � � � � � � � . � � � � � � �, �, �_� � � � � � � m w � ��, � � � � fl � � V S"�' � i � -- - •��-�. � �s--� � � � ` �� . p �� G� � � � c,�.. .� � 1 � � r� � �. � � � � � �� — �J -}= � ,, � y � � � � � � � . SHEEf �OF � ; �oR: ' a&x cvnsaucGan of ceacai Fl tue � T6cse stmdatdx�d plans meet tLe 2010 I .,., F2ori nitciing Code Hw2ding,Sation I609 ( 'r`'d • ` � WII+ID H G. �V �" � . LEONARD Q."GEOFF WOOD ENtiINEIIt Leonud G.Woad,PE#47377 , 3�04 Bnrion Rnad � Platyt Ciry,Fto��de 33565 Td oaeJBmc(863 430-2T17 i � � �f �;� � �� T �� ,v�' s�/�'c� L�,� �z�v 7�o.c� !d- � SHEET'" OF � , '- ---I • � � FOR � - B&H Cons4vGion of Cenhal Fl Inc � These aad plens mxf the 2010 � ' F7 ' ding Code Bw7diag,Satioa 1609 I i _ , 4 H - G. �od � � LEON G."GEOFF WO� ' � ENGINEER I.00aeM G.Wood,PE#47377 ' 3704 Bmtan Road Pl�t GSty,Floxida 33565 Td honr/Fmc(863 430.2717 � +--�._ _ . — r .c � _.______� ______-_ �'-"'--� �.. �7' f-F .7_ y,, . • _��y�� - . -i �~yi --�-.� b�AID11 aE�W'��Nr+V.��1$ . . ��ricu p�°�� M 11li 1HE CRI�T6iq M�OEC�'N �Pen Structur�Mqna-S�oped Root Q�� For Scre�q , . um num�ms•Patia Covora b C �;,ai��M�TOr��ae�NOeeqxkv ,� �.4.. u,ti� ,,�� RisQr Pan � RlserPaummum a . � um nu �'"`"r"��`�'°F°"�� a apR � .a: �' Vee Riser Pa�m w� ' um �°v�r'°o°°�,,,�„��„�"""�o,�,mu�.. f f0 MP �w. "P'"' �av.�. �+►: num ey n ��m�7EDNE7IENW�j�Kf'�y�+uMY.pEN(qi ' !'!0 MP B o p� uo �r.r �r.s» �r,i, sw"' ��`f`a s� 'a 3 �� Vee Rla�r Ran �o "�°��u„°'°w�„►vca �� +�mma"� t_ � �oras �zo 'er""cE.,H,a '"""°"E°�au,w: it0 MP o �an� t��.�• t�,_r ta�.f» ��,.r wna �a.ns ta: •s�,n, •a s`i,iF"'�v"",�,�w��°'°�� t20 MP e �io �r-r- ��,.��. tr.�- �..�. �r.Q. �a.Q- rx.s• ia.�, �r_ an.,+. wn. ,,,�M�or��,�w�etearneaan�eefavasm � 120 J►+!p �irsc �� ts.r ta.r �r.3• �r_�. 3' �4•.e• � c �r'�. te�.i. �r.r �a.�. �r.ta ta�'�" tr.e- m�,�ia�,""'�,n.�eu'°'aE°""'�ee 1201Np �2V9F �xo �x.s- ye�.�. �e�.�c- �r.tr 130 N►p ° �soaF �� u�.s• tr.2- ir.s- �r.ya. �r �� ..�. u._�„ tr.Q• ir.�• �r.�r a"�,o,Tm'°�4� ��,r+�e 130lIAp e �xvse •izo ��xa- u.r• �r.e- ix-a- �r.fl- ,r.�• �i,;�R" �s�.o• es.s. ts..e,. ir.6� �e�.s• ,��,°`�„A�„��,�,a��,u.eE � n G "� �ao �r.r" ��_7" il,_� �°�=fy tr.n- .f��,�. tr.�o., ts:t- Yr.�.� ��fo. aua��u,�aua�u�"�'��TM p��o`'��°¢j��`s a � 130l1�p Q �r-w tr.o- , TMu e�u;.�+�me� ¢ � t40MP e ' ursF s:o ��•-p" *r.�, sr.�p �r.�. �s.�, �a_r ��'�" tr'7` �s..�r �r��' �s"�" ta•.�- �,`�'.m°"��a,a«,"'°'�n'om� � a 140 MP o �� ixa �r.a. �r.?. r�1Q` r�'',a�" ��.�- �e�.s. �r.� �r.o4' �a,.� r'� �s.� �r.��. ��`a�,�"'�� f ��''0� �t- ia. tr.�, ��,,�. ",-"y ,0.n�n,��,+�rk,u��"acw�ct. � ad 150 MP a �anu �i° �n.s• �r.»• �r.3. �y._ . ir. En "�em�a 150MP c �craF t� �t'`°' �r.2.. �a•�.r +r.�- t�..�• ys.s. to�-t• ta•.a. �a•.� �r.s- �s.�- ��._t�• ��n,.F"°W,�nase`"+uu�°"��au„� z � 150MP o �� uo �a.r. �a�.�• .tr.�. tr.M. • �s_�, ur.�• so.r �r'�.. �r-r ��.,o. �� '-tr �� p f56 MP e �v� �o tr.�»� ix•7 xx.tt. ��•.a• �4�.�. ��-'o„ o. �r.e- x_� tr,�,• �a-��• �a�.� ,,.'��'a"w��c,��m `� n�. 156 MP � r tr. �s.s» om �u� "�wr+e�w,. �r. • u�.i• i56MP �� a.�, �r_�� ir_a• �s_ • �'•4' �t•.i. ta�.�. �a,,�°°"m�a+oa� ��a � �� t° a`g �z•o- �r. ��'� i�•-�• �a_3. fo�.�, tr.a- , �r.s �a-r ,�,:�+ +�Pe�`ia,a.""a��r'"ea"�w.�„as�, f60 MP B �a'-r �++ar�� .+. �cmarare.�e, e� '!60 MP � �m ta.�a- ta.,4, � ir.r. �r-�' � p � u'-�` rr.t. �r.�. f�..�, f�._tt- °�°N"��`�0��."$,,°,�� 160 MP o axr� ua �a.f- �°'- ' �i._r �a'-er �-�- t�..s„ �o�.ly. �r.�, �o�a,��e A+wu�c "'��u,.nne ; mysr. ir-e- �r. . �4'•�0" fr. , »•.a- »'-�r °+�axamr�,x 'Na+a.a� w 165MP g �zo y,t„ � fr_=• t �a'-z" �r.p�. �a�.s• �r.t�• tr. a�"°�"'+E'►na°�r°"m�+�a,W�s'�na+�°` � ,� t�psF 11'-ta tt.�, � t�''tp. tr.y. o,. tY.C" 11..6. �" ,�.��mt+rt,p��,eraEaemrnu 165 MP � iso ta.T- tr_ - ia'- �a�_�. �"' �f•.». �r. e��.�. t4�.�• �nn��,okaO6�"ura�woEC b �°' c,� _'-------------- 'l65MP bP� im �a-�r Yr.� ».,3. »,`°' t,.r. �Y.p a'A' �r.�. �r.�,. �a.r u.,a. »•.o. �s'c"'��a+,��p+�awmam,'b"°„q,u'UP�,,,�o►m�+be"°°"t°"µ w D Za�' r 12'.�, 14'.�p� M.. , 1C.t" Wo�ltE7Ma �NT+� °R�iM� 170 MP c aoc�F �xo �a.s. �r_�o- �r.�• �a.� u..�. '�'•tr w.� �r.Q. �ra ».a- ��,"�, ��'•sr �"'"°e�na�nn�°m'�m,""��"�onm„�a�� Pn 70 MP :.t�v ��" t�. , + »�.�• �o�.r ac f70MP �� r.ia. = tT•.T. �s•.s. °'•4` �r;a- ��.,e„ �s•.�. �r.e- � g� 2srsF t� 1r'2" �r.a. t��.t. p. ta.�w / ��$� o o� c,,��y ».s, i�.�» �o.,��R ir.a• tx-�• '� � �r'�" ir+o• �a�.� ».1� �.,2 �.. ., � io �'h�° x m� �r�}o :� °'`a" �a.it� �r.t, s� t0''+" »'-�» :'u�,-��,v�-.... ��a c�� " °.°' tx•�" �x.e- •`�a;K �ctr. :v� Ga Cj �(� rw�.nm,r t o{ a�'��4j $�" �� `�� ' w N t f Q .$ C�p, o[t' �Q , , QH � � x �� o � V � w � �� n " y g �� 3„X I2"AL� TABL��NOTEB, y n�TL7M.PANS ,,,�� p � � • _-_.. . ,. C,nWi"�n°"LO�a"ia��,toro r�aECnakuo:a � �'a F�cnoao�o:pa�rro•P '�°°Q��uro un T s0uc aunn,�c�v�n _ °' '��nok'�'�{uEa; �es°imeto��o u ��.e�m+c. ��oaos.wa+c c�nFOaRr ` -`1-$ __�_.__ -.-- a'1'AN��w'�",1J12G-��LL�QGY.��l��H�C'�'B7��TA��z� -- ,� ��fitQNS.¢�,��8�'FRCTqpp��CAdOtCUELOPE dFtA�l B�S. MED U�INO �OYUM A{,�pq/ABLE SI�F��R�NtiS pOR 7}IE.y u��FOR ORAi��OAD8Ag Myd.0 AS fH�. QE O�ERttAliq�a.�J%OF CAS/PAttBI YMip�Fb��Y�l'12 M X FOTR 1�8C p�� . � � r . Typical wood w II construction Some applications may have the door and Double and triple headers will use Ista Simpson 12" window in different locations or no strap fastened w/1%"x.148 nail in each hole. window at all. Walls are fastened to concrete w/1/2"diameter wedge or sleeve anchors 24"oc.with (1)anchor within 6"of Pan to wood connection each door with a minimum 3" penetration & 1%"min. edge distance typ. 3"x 12" pan fastened to wood w#12 x1"sms(4) per pan, 16"oc.on rakes&%diameter washers Garage door beam or SM beam to Fasten box pan receiver channel to host wall w/#10 x2" wood wall connection sms screw 12"oc. Garage door support beam and intermediate beam fastened to wood wall with 2"x 1%" receiver channel I w/#10 x2"sms from channel into wood(1)screw per each 2"of beam. Fasten beam to receiver channel w/ #8 x9/16"sms on each side with (1) screw per each 2" of beam. Exterior per owner specification, approved siding of choice, house wrap not required on non-habitual structures,%" cdx or osb sheeting,fastened 3"oc. on perimeter of wall and 6" in the field. If in a flood zone Concrete:The proposed storage room is to be placed pt.studs are required, pt.sheathing will be required to on a pre-approved concrete raised slab, it was originally the height of manufactured home floor level,with same designed for this purpose. fastening procedures. Note: if plywood is installed horizontally, horizontal joints do not require blocking. Walls:2"x4"stud construction use (3) 12d nails top and bottom of each stud in first plate.Top plate to first plate Or use (1) 12d nail 24" oc. Max height of 2"x4"walls is 12', Super structural blue thermo ply stapled w/7/16" there after 2"x6"walls will be required.2"x6"stud crown staples 3"oc.on perimeter of wall and 6" in the construction use (4) 12d nails top and bottom of each field, house wrap not required. stud in first plate, .Top plate to first plate (2) 12d nails 24"oc.Wood studs 16"co.fastened to 2"x4"or6" base Garage or shed fastened to home w/#10x3%Z'sms 24' plate w/Simpson h_4 or equivalent and shall be oc. fastened to double 2"x4" or 6"top plate w/Simpson h- �y 2.5 hurricane clip or equivalent,clips shall be installed Sheet of / „ � w/1 1/2 x.148 bright smooth shank full round head For:B&H Construdion of Central FL n8115. These Standards and plans meet the 2010 Building � Code Section 1609 Max Wind Speed 140 M.P.H. Leonard G"GeofP'Wood Engineer P.E.#4737 3704 Bruton Road Plant City,FI.33565 ' l (JQ Tel.(863)-943-5031 or cell(863)-430-2717 ' � / � _ t'Florida Building Code Online Page 1 of 1 ; , , . ' . : : ' e e . ' • � . � �°°�' • ° Fb��ta( BCIS Home � Log In I User RegtstraUOn � Hot Topics � Subm(t Su charge � Stats&Fads � Publicatlons � FBC Staff � BCIS Site Map I Links � Search � Busines Professi I rs� � usE�Pun iAPproval Regulation 1 Product Aoorovai Menu>Product or Aooiication Search>Appliodon Ist •I • Search Criteria Refine Search Code Version 2010 FL# 1779 Application Type , ALL Product Manuf cturer ALL Category ALL Subcategory ALL Application Status ALL Compliance M thod ALL Quality Assurance Entity ALL Quality Assura ce Entity Contract Expired ALL Product Model,Number or Name ALL Product Descri tion ALL Approved for use in HVHZ ALL Approved for u e outside HVHZ ALL Impact Resistant ALL Design Pressu ALL Other ALL Search Results-A lications FL# Tvoe Manufacturer Validated Bv Status FL1779-R4 Editorial Change Metals USA Building Pr ducts Christian Langiey,PE Approved Historv Category:Roofing (954)333-8965 Subcategory:Metal R ofing , 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratlfied b the POC and/or the Commission if necgsary. Gontact Us:: Phone:850-487-1824 The State of Florida is an AA/EEO employer. - ::Privacv Statement::Accessibilitv Sta[ement•:Refund Statement Under Plorida law,email addresses are publtc records.If you do n t want your e-mall address released in response to a Dublic-recards request,do not send electronic mall m this entity.Instead,antact the office by phone o by traditianal mail.If you have any quesUons,please mnbct 850.487.1395.•Pursuant ta Section 455.275(i),Florida Statutes,effective October 1,2012,II[en es Iicensed under Chapter 455,F.S.must provide the Department with an emall address ff they have ane.The emails Drovided may be used for offiGal commu lotion wfth the licensee.However email addresses are public record.If yau do not wfsh tn supply a persanal address,please provfde the Department wtth an em il address which can be made available[o the Dublic.To determine ii you are a Ilcensee under Chapte 455,F.S.,please click here P duct Approval Axepts: ' �� securi n+�a�r.r https://www.floridabuilding.org/pr/pr_app_lst.aspx 8/1/2014 � tFlorida Building Code Online Page 1 of 2 . �.....� r _ -- � � � ► � . . � ' 1 , / : : �'• � - - Florida Departmenta BCIS Home � La9 In � User Registration � Hot ToDlcS � Submft Su harge � Stats&Facts � PublipUons I FBC Staff I B�S Site Map � Links � Search � Busines q-,�: productApproval Professi I � USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>A Iication Lis �Appllcatlon Detall • FL# , F 1779-R4 Application Type E itorial Change Code Version 2 SO Application Status A proved Comments Archived Product Manufacturer etals USA Building Products Address/Phone/Email 7 15 American Way roveland,FL 34736 ( 52)787-7766 b aufmann@metalsusa.com Authorized Signature B II Kaufmann b aufmann@metalsusa.com Technical Representative B II Kaufmann Address/Phone/Email 7 15 american Way royeland,FL 34736 ( 00)342-9U77 b aufmann@metalsusa.com Quality Assurance Representative 6 LL KAUFMANN Address/Phone/Email 7 15 AMERICAN WAY ROVELAND,FL 34736 ( 52)787-7766 Ext227 b aufmann@metalsusa.com Category oofing Subcategory etal Roofing Compliance Method aluation Report from a Florida Registered Architect or a Llcensed orida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed omas C Williams the Evaluation Report Florida License P -54877 Qualfty Assurance Entity L LLC Quality Assurance Contract Expiretion Date 9/29/2015 Validated By hristian Langley,PE � Validation Checklist-Hardcopy Received Certificate of Independence 1779 R4 COI COI. df Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 714 https://www.floridabuilding.org/pr/pr_app_dtl.aspx? �aram=wGEVXQwtDqs%2bbt23mL8... 8/1/2014 . � Florida Building Code Online Page 2 of 2� ' : . � . , . . Product Approval Method Method�Option B i Date Submitted Date Validated 02/12/2013 Date Pending FBC Approval 02/20/2013 Date Approved 04/09/2013 Summa of Products FL# Model,Number or Name Description � 1779.1 3"X 12"ALUMINUM RISER PAN aluminum roof panels used in residential or commercial X.024"AND.030",TWIN-VEE"W" applfcations of engineered mobile home roofover PAN X.028"&.034" systems,carports,screen rooms,patio covers,awnings, canopies,walkway covers,and sheds. Limits of Use Installation Instructions Approved for use in HVH2:No FL1779 R4 II Drawina.odf Approved for use outside HVHZ:Yes Verified By:Thomas C Williams P.E. 54877 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:refer to engineering&installation sheets for spans FL1779 R4 AE Evai.�df &design pressures Created by Independent Third Party:Yes Back Next Contact Us::}g40 North Monroe StreeL Tallahassee FL 32399 Phone:850-487-1824 The State of Florfda is an AA/EEO employer.Coovriaht 20D7-2013 State of Fbrida.::Privacv Statement::AtcessibiHri Statement::Refund Statement Under Florida law,email addresses are public records.If you do not wan[your e-mail address released in response to a public-records request,do not send electron(c mall to this entity.Instead,cantact the office by phone or by t2d(ttonal mail.If you have any questions,please contact 850.487.1395.'Pursuant[o SecUon 455.275(1),Fiortda Sta[utes,effective October 1,2012,Iicensees Iicensed under Chapter 455,F.S.must provide the Departrnent with an email address if they have one.The emails provided may be used for offidal communiwtion with the Iicensee.However email address�are public record.If you do not wish to supply a personal address,please provide the Departrnent with an emafl address which can be made availabte to the public.To determine if you are a Iicensee under Chapter 455,F.S.,please click��. Product Approval Accepts: � � �� securi mFTa�c.y https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%2bbt23mL 8... 8/1/2014 .� • ' � J � � ALUAIINUM ROOF IN9TALA710N INaTRUCTIONS oesruuaoocntunm�raooiio�aa�eoum . . �, t. wrw.cwuma�wrt.atnmrr�oae�wNOt�[toe+uacameaF �� oeR: 1 1MIDH0 t 7A7 ilq OR WOOD�CIIEW�PEARAFi8tOR76Np TAL• •ALL4RBFRiiGFiERTA6a.tlWllEIN.Ri.Y.P.ORl�AF. �' Id � FAM.711BOMDi700C1�i.lMOYIIW_ ��' . ALTF71N�relERxoa'A:Y,moRwoOntef&wreROMEACxdna O.Q pQ ��; "ANCNpO MEm ON 7D 1l1111AND VFIOCRY.F'OIiNWIFJ2111�ID ZONd 118lTIIE PoLLONNO FAfi[N[RCOpYlRDI01�1EO IpH.Mq t101R1.Hl, 1QCI�NORIp}Bt.ML - .. " 1 F7.l1l1�lIOOOFlIONALONALI.AfPLIC�TOIIb ��I.��8.M.8. �1Dx1•S.III.S. � � aN¢WUxON0oP7YVe J I� W I� /e Y Y:"B.M.S. �icaor„me`� Q � . 88 X Y=S.M.8. � J V- > O O O � rur�uvam�rRUCEO�namwutorxoararr�u�e � � � +.ma�u.uuunaaarawar.o�v�rttrr�rr.atu!uaaorueTOUaiemeor � Q MGm�. � C~_J x FOn�welitlrwerNMwY�:1•UrY�eokRrlwqanopeyulLrpeOYeJ�cH A��"ws7+latlOORNOOD�CREVAPPi1DM@Ad1ENDQ8'O.C. � Q "ANCNORfM�mOM/7fYPHYYMDVFLOCRY.FOR1/GIERtlYND201�6Wl7HE � O PoLLOWMOPA67EIERWMYEItMON:1i0YVN.M0.1lOIMI.Mt. J � 1NYRIORNIOlF7aMt Q � 016TAliJiO ROLLFOMIED ORBRE�RFON�l�AGF71 TO�IHILL CF NOA�TRUCII�IE Oii70 FA/C111� 1. H AILCIWLIQ10tF�IWtf.OR�URYTAlCOII�EAl1MTA/fTO�11CIC�OEOF � t�MOS1+17A1bO1lMND00sC11lYII��OIRMiQCR7RU6bTALOR z � AL78t11111!1lTM00'+w s 1'Oq ORVIOOD ECNE111i f'Ff10Y FJ1CH Oi0\0 H'0.G � _ �etxcwo eruw�o�or a eorta�.• C wur�w�urwsnr�ur Y::t-�a•twaa+r�wexonoaeauwrr�mxe�exeroa w ' •�ro.c.�wctP�a� z � � � z w � � �. _:;:.:�:: y a �� , ;...,,�..-� � : °,�,Y;�: � �� x�t� �� ,.�=.r",,:r� ti:i�ii+.oxea�.f,.•;,, �� SHEEf. 1 oi � � 10x1"S.M.S. � �10x1"S.M.S. - ovEAwaNO rtooR rn�� ATTA N TO�iASGtA �� S X�2�$.M.$. ROOF TYPE ��`_ ' �. �X IZ�.h'l.�.�!'f'�'►. �� ^ �.�. Rl�ER PA�I Rf��i� ATTACHMENT 1. RQOF RISEIR PAIVS SHALL BE ATTACHED TC3 THE liEADER,WITH (3)#8 X%z" CORROSION RESISTANT SHEET METAL J � SCREWS WtTH�la'WASHER UPWARQ-THROUGH THE BQTT't7►6N�OF HEADER.ALL SCREWS SHA�L.BE CAUE.KED � �~ OR HAVE NEUPRENE GASKET BE'1"WEEN,THE WASHER,�ND THE PAIV. � � 2.ALTERNATE: PANS MAY BE ANCHQREQ THROUGH B4XED END 1NITFi (3}�8 X 1" GALVANIZED OR S.S,SCREWS, � � 3. FLASHtNG t� OPTIONAL O{V ALL APPLICATIONS. _ o ° 4.#�X%z'S.M.S. CAN BE SUBSTlTUTED BY USlNG#6 X$/�.'TEK SCREWS. � � 5. PA►N RISERS�HALL RECIEVE(1)EACH #��%2"S.M:S..SCREW THROUGH TQP SIDE OF HEADER DOWN (NT4 RISER. � ,� 6. SCREWS NEED TQ HA!!E AN EMBEDMENT OF '!"WHEN ATTACHED T4 WOOD BEAMS OR SUPPQRTS. z � 7. RfSiER PANS SHJ4LL BE ATTACHED Tt�SUPPaRTitdG BEAM{t�diTH (3)#8�X f�" S.M.S. PER 12" PAN W1TH 3/4' � ° ALUMUNUM PAN'I�lASHER. Q �- � �. FASTENEI2 SaZ�BASED 4N 123 M.P.H.�1dIND ZUNE. U�E#k1t? FOR 13� M.P.H....#12 FC1►R 140 M.P.H.... #12 FOR 150 M.P.N. OR GREATER. c� z � _ � � W J Z � J I (!� � �'�t � � W * '^ V� I � � I� ¢ �� ' F��.:;°:.`;:�;._ � �� '��'-:�.�';;, .e.��-, _ . �'��'� SHEET: 1 ot 'w oesicN No�s I ALLOWABLE DESIGN PRESSURE3 UTILIZED IN lHIS � DOCUMENT HAVE BEEN CALCULATED PER THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING � COOE$ASCE 7-10 USING ALLOWABLE STRESS DE81GN METHOOOLOGV WITH THE CRITERIA AS OUTLINED HERIN _ "� GENERALNOTES . , ._ .... - "' 1. 1H15 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF � THE 2010 FLORIDA BUILDING CODE FOR USE ONLV OUTSIDE OFTHEFNHZ ' �g 2. CONTRACTOR SHAI.L INVESTIGATE AND CONFORM TO ALL � LOCALBUILDINGCODEAMENDMENTSNhiICHMAYAPPLY DESIGN , � CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADOITIONAL jt O en Structure Mono-Slo ed Roof SfTESPECIFIC SEALED ENGINEERING. P P 3. THIS SYSTEM IS NOT APPROVEO FOR LARGE OR SMALL IMPACT ��" For Screen Rooms,Patio Covers 8 Car orts RESISTANCE.THIS SYSTEM 3HALL BE LIMITED TO NON-HABRABLE �� . ummum um num ummum wm . um num w n LNINGAREAS. Riser Pan Rfser Pan Vee Riser Pan Vee Riser Pan 4. NO 33-1f3%INCREASE IN ALLOWABLE S7RESS HAS BEEN USED IN iHE DESIGN OF THIS SYSTEM, Nnna eapo�un uve Lwd � 1 a x a spans s sp�m 1 a 2 a sp�na �spene 1 a z 7 sp�na 1 spsm t 6 2 J sp.na a swro 5. 7HE ARCHRECTIENGINEER OF RECORD FOR THE PRQIECT spood a u pR iu-t spa�m spnm spam 9pw SUPERSTRUCTURE WITH WITCH THIS DESIGN IS USED SHALL BE 110MP e aPSF 1xo t3'-E• te'-5' 1T-2' 15'•7' 76'-E' 10'-0' 1I'-B' 18'-1• 1T-6' 11'-6' 18'-Y' 1E'-E` RESPONSIBLEFORTHEINTEGRRYOFALLSUPPORTINGSURFACES ' TO iHIS DESIGN WHICH SHALL BE COORDINATED BY lHE 110MP c �opsF txo 1J'-Y' 18'-T 1M-T 7P-7• 1E'-0' 1!'-6^ 12'-G' 16'-M �s•-�o� 7a�•�t• 1i•-e� n�-to� PERMITfINGCONTRl1CTOR. J 1� 110MP D 1JPSF �20 1Y-t' 7�•-7t' ts•-7 »_p �p�_e- �e�_�o• 17•-P 7�•-7' 11•.e' 12'.e' 1e'-0• fe'-�' 8. SEPARATE5ITESPECIFIC'SEALEDENGINEERINGSHALLBE W � 120MP e 11PSF 1io 12'-B• 1T-Y' iS-1• �p-2• 77•.6• 17'-10' 11'-71' 15'•0' 15'-1' 1]'-T 16'-17• 77'-I' RE�UIREDINORDERTOOEVIAlEFROMLOAOS,DEFLECTIONS,OR z r' 120MP C 12PSF 1t0 1Z'-5• 15•-�' 1S•7• 77•-e• 1T-M 77'-s' 17•-7• 7A'-7• 11'-71• ts'-t• 79'•E• 1C-10• SPANSCONTAINEDHEREIN.LINEARINiERPOLATIONOFTHE Q �� ALLOWABLE SPAN TABLE3 LISTED HEREIN SHALL NOT BE � J 120MP D iSPSF 1zo t1•-e^ 11'-z� t�'-e• 12•.0• 15'-e• te�-1• 1o•-e• 7a'-7' t�'-1m 12�-2• 15'-J• 75'-7• PERMITfED.CONTACTTFIISENGINEERFORALTERNATESPAN Q , 130B�P e 12FSF 1¢0 �7s �s-�• tr-r to•�p• tr-o• tr-r tr-r �a�-r u•-tr u�.r ta.e� 1E.1o• CALCULATIONSASMAVBEREQUIRED. � 130MP � ��PgF 1xo t�•.u• ��•-e� ��•�a »•-0' 1B'-1• 1E'-6' 11'-0' 1J'-11' 7<'-Y• 12'-6' 15'-E' 16'•11' � TMECONTRACTORSHALLCAREFULLYCONSIDERP0.SSIBLE � O IMPOSING LOADS ON ROOF,INCLUDING BUT NOT LIMITED TO ANY � 130MP D 17PSF 120 1T.0• 1T-7• 17'•11• 12•-a• 15'-t• 15'-5• 10•-�' 17'-0• 17•-7• 11'-e• 1�'-E' 1�'•11• . CONCENTRATEDLOADSWHICHMAYJUSTIFYGREATERDESIGN � � �- � 140MP B 1tpsF 1t0 17'-0' 7a•-r ta'-10• 1]'-0• 1e-t• 1e�-6• 11'-a' 17•-11• 1�•-2• 12•-6• 13•-e' 1s-11• CRRERIA,T}iISADDITIONALROOFCRITERIASHALLBEPROPERLY � 140MP C 17P9F 17a 11•-0' 1�•-7' 77•-11' 12�-Y 16'-t• 16'-5• 10'-4• 17•-0• 17•-a• 11•-e• 71'-E• 1�'-11• ANALYZEDBYALICENSEDENGINEERORREGISTEREDARCHRECT. Q 140MP � 20PSF uo �o•-s �r-tr ��•-r 11'-7• 1�•-�• 1P-7• Y•-a• 72•-1^ 1Y-7' 11'-0• 19'•11• 1�•-2^ 8. FABRICATIONSHALLBEINACCORDANCEWIiHAPPROVED � FABRICATION METHODS BY METALS USA BLDG PRODUCTS AT � F- 9''9 3''� z IRGR6VE�ANBFA61l U 150MP c 1BP3F 120 10'-7' 17'-t• 1J•-S �r-a• �a•-r u•-�o• �r-o• tx•-r 1Y-Y• 17•-3' 11'•t• 11'-6' 9. ALLFASiENER3TOBE#BORGREAIERSAEGRADESUNIESS � Q 150MP � t7PSF 1to 10'•11• 17-P 12'-7' 11'-0^ 17•-e• 77'-17• a•-4• t1•-0• 12•-0• 10'-e' 1�'-7' 17'.e• NOTEDOTHERWISE.FASiENER3SHALLBECADMIUM-PLAlEDOR CORR0310N-RESISTANTMATERIALANDSHALLCOMPLYWITH � � 156MP B 1TPSF �m �r-m �o••r �a�-�r �¢�.r �s•-r �s-s• �o••�• �r-o• �ra• ��-e- �a�-e• u�•�r SPECIFICATIONSFORALUMINUMS7RUCNRES•SECT10N52.1BY J � 156MP c xtvsF tM ta•-�• tx'-E' 17-11• 1T-6• 7�'-t• 1t•-P u•-e• t2•-1• 1Y-�• 10'-10• tY-E• 17'-11' THEAIUMINUMASSOCIATION,INC.,BANYAPPLICABLEFEDERAL, Q 0- 156MP � 25P9F txo B'-8' 17•0' 1T-J' 1D'•B^ 13'-J' 7J'-E^ i'•1' 11'-6' 11'-B' 10'-7' 12'-11' iT-T' STATE,ANDORLOCALCODES. 160MP B 16P9F tm �o�-�a• �a•-�^ ta•-e• u•-o• t�•-1o• ts�-�• �o•-r �r-e• �a•-o• t�•-s ��-s� t�•-e• 10. CONCRETEANCHORSNOTEDHERINSHALLBEEMBEDDEDTO UNCRACKED CONCRETE ONLY INSTALL ALL CONCRETE ANCHORS 160MP C i2P9F 130 10'-1• 12-e' t7-a• 1T-z• t7.7o• tP.7 a'-e' 11••71• 1Y-2• 10'-s• 1]'-5' 17'-u' PERMANUFAC7URE'SRECOMMENDATIONS. 16OMP o 2eP9F tza r-7� 11'-tm t7-t• fo'-7• ta•-t• 71•-�• w-0• 11•-a• 11•-e� to'-1• 12•-u• 17•-0• 11.T}iECONTRACTORI3RESPON5IBLETOINSULATEALLMEMBERS (, 165MP B /ppgF 1Z0 10'-7^ 77'-1• 1�'-6• 11'-0' 1a•-7• 1�'•70• 17'-0• 72••E' f2'-e• 11•-7• 1�'.1• 1/•-6• FROMDISSIMILARMATERIALSTOPREVENTELECTROLYSIS,I.E. z � 165MP C 77P9F t�o 1o'-1f' 17-�• 12-7' 11'-a' 1�•-E• f�'-11• u'-P 11•-0' 13'-0• 10'-e• 77•-3• 1�•.e' ALUMINUMPERF.B.C.2003.8.4. � 12. ENGINEER SEAL AFFIXED HERE VALIDATES STRUCTURAL � e 165MP o xpsF txo e•-r 17•-10' 1Y-t• 10'-7• 77•-1' 13'-P e'-o• 11••7• 1T-e• 10'-1^ 12'-e• 1]'-0• DESIGNASSHOWNONLYUSEOFTHISSPECIFICATIONBY w d 170MP a 20PSF txo to•.s^ 1Y-t1' t�•-2^ 11�-7• 1I•.P 1��.7- p•.p^ 12••P 12•.7• 11•-p• �T.t1• tp-2, CONTRACTOR,et.eI.INDEMNIFIES&3AVE3HARMLES57HI5 w � 170MP � x�P9F 1Z0 0'-10' 17-2• 17-6• 10'•11• 77•-5' 1J'•B' B'-T 11'-7' 11•-10' 10'•S• 1a'-t• t�•-�- ENGINEERFORALLCOSTBDAMAGESINCLUDINGLEGALFEESB APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, Z 170MP D 2gp9F txo e'.Y 1T-6' t7•-7• 10'-7• 12•-E• 17'-1f• !'-E• f0'-11• 1T•1• B'-e' 17-7' 1T•E• SYSTEMERECTION,BCONSTRUC770NPRACTICESBEVONDlHAT � � WHICH IS CALLED FOR BY LOCAL,STATE,8 FEDERAL CODES& FROM DEVIATIONS OF THIS PLAN. Z 13. IXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDfiIONAL W CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. ALTERATIONS,AODITIONS,HIGHLIGHTING,OR OTHER � TABLE NOTES: MARKING9 TO THIS DOCUMENTARE NOT PERMITTED AND e INVALIDA7E7HISCERTIFICATION. � p 75. PANEL STRUCTURAL PROPERTIES DERIVED FROM AUTO-CAD Q � 1. CALCULATIONS BASED ON 2010 FBC SECTION 2002.4 SOLID SURFACE VERTICAL LOADS,RISK CATEGORY MASS PROPERTIES J �� 1,10 PSF MIN LOAD,EXP'B'PRESSURES VALID UP TO 30'MRH.EXP'C'PRESSURES DERIVED USING J � FACTOR OF 0.86&EXP'D'PRESSURE DERIVED USING FACTOR OF 0.89 PER 2010 FBC TABLE 2002.4A. �� WIND PRESSURE VALUES FOR 156 MPH EXP'C'&'D'&165 MPH EXP'C'8'D'OBTAINED USING � �� INTERPOLATION PER ASCE 7•10 METHODOLOGY. 2. DEFLECTION LIMIT=U720,MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3"MAX PER FOOT(3:12). . �'`�`•�•,'"�,':- 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS "'C��-.�it:.t� ,�� O CALCULATIONS FOR PANEL PROPERTIES. �aadrl'��"':,';1� SHEEf �,�'.?-.�Y'1s?i� 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0" +;��„i�a,,fr 1 of MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%OF LAST PANEL WIDTH.(I.e.12"MAX FOR 48"PANEL �}��:=' WIDTH). ` , ,F�orida Building Code Online Page 1 of 1 .. _�. �, ��. �, `� ,�~ -(1�:� : o ' 6 e . ° ° e . e ��r'�" � Florida DepaMient� B�S Home ; Log In � User Registration {Hot Top(a �Submit S rdiarge i Stats&Facts �Publfcations j FBC Staff �BCIS Site Map j Links f Search � Busines , - Professi �I ��1�_J`��,�Product Approval '��" USER:Public User Regulation Produc[Aooroval Menu>Product or Aoolicatfon Search>Appli tion List ��_,-, Search Criteria Refine Search Code Version 2010 FL# 993 Application Type ALL Product M nufacturer ALL Category ALL Subcategory ALL Appltcatlon Status ALL Complianc Method ALL Quaiity Assurance Entfty ALL Quality As urance Entity Contract Expfred ALL Product Model,Number or NameALL Product D scription ALL Approved for use in HVHZ ALL Approved or use outside HVHZ ALL Impact Resistant ALL Design Pr ssure ALL Other ALL Search Results-Applications FL# T e Manufacturer Validated B Status FL993-R10 Revtsion Kinro,Inc Ryan J. King, P.E. Approved* Historv Category:Windows (813)787-8283 Subcategoty:Single H ng 'Approved by DBPR.Approvals by DBPR shall be reviewed and ra ified by the POC and/or the Commission ff necessary. Contad Us:: 4 N T II Phone:850-467-1824 The State of Florida is an AA/EEO employer. -2 ::privacv Statement::AccessibiliN Statement::Refund Statement Under Florida law,email addresses are public remrds.If you d not want your e-mafl address reteased in response to a pubiic-records request,do not send electronic mall to this entfry.Instead,cantac[the office b phone or by tradi[fonal mall.If you have any questions,please contac[850.487.1395. *PUrsuant to Section 455.275(1),Florida Statutes,effectfve O ober 1,2012,licensees Itcensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emafls provtded ma be used for official communtca[ion with the Iicensee.However emall addresses are public record.If you do not wish to supply a personal address,please rovide the Department with an email address which can be made available to the public. To determine if yau are a I censee under Chapter 455,F.S.,please clfck ere. P duet Approval Accepts: v � —��-- � secvritv,+enucs � http://www.floridabuilding.org/pr/pr_app_lst.aspx 6/24/2013 ' ;F']orida Building Code Online Page 1 of 4 �......� _ - _ -_ ~. ,; 11��. a o ° e a . ' - o a e c��... -.«: �:: � - - ��ina(t(p�tp( BQS Home 4 �9 In i User Registration �Ho[Topi6 �Submit S rcharge �StaLS&Facts �Publiotions i FBC Staff �BCIS Site Map E Links j Search � ��. Busines -� ;� product Approval Professi � I °�' � � USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>A flca on L3s >Appliwtion Detail ' � FL# L993-R10 Applicatlon Type evision Code Version 010 Application Status pproved Approved by DBPR.Approvals by DBPR shall be reviewed and atifled by the POC and/or the Commisslon if necessary. Comments Archived C� Product Manufacturer inro,Inc Address/Phone/Email 703 College Ave. oshen,IN 46528 574)535-1125 manthey@Icli.com Authorized Signature Rick Wr(ght rickw@ rwbidgconsulta nts.co m Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Wfndows Subcategory Single Hung Compliance Method Certiflcation Mark or Listing Certiflcatfon Agency merican Architectural Manufacturers Association Valldated By Ryan]. King,P.E. f�; Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ' AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equlvalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/07/2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?p ram=wGEVXQwtDqt9b2DeMSK%... 6/24/2013 - I ! ; .i Building Code Online Page 3 of 3 � ., � �' L+mits af Use Cert�cation Agency Certificate Appraved-far use in HVH2:No F�993 R 1 C CAC 993.6 AAMA CERT.odf ;' Appraved for use outside HVHZ:Yes Quality Assuranae Contrad Expiretion Date I�' Impact Reslstant;No 05/20/2016 Desigo Pressure;+25AI-25.0 Zns#alla#ian Instract+ons � Other:See ItVST 993.6 for fnstallation instructions. Note- F1.993 R11 II INST 993.6.odf ' Glazing Shall comply with ASTM E1300-Q4) Verifled By: Lyndon F.Schmidt,P.E.43409 � Created by Independent Thtrd Party:Yes _�f Evaivation Reports FL993 R11 AE Eva1993.6.odf Created by Independent Third Party:Yes 993.7 g. 18000-R V5 E�ctruded Aluminum Vertical Sliding Window"Non-Impad" S/32"Annealed Monolithlc Glass with Na11 Ftn-{Overall Frame Size Max.30 x 6d} Limits of use Certification Agency Certifiwte Approved tor use in HYHZ:No fiL943 Rii C CAC 493.7 AAMA Cert.Ddf Approved for use ontside HVH2:Yes Quality ltssuranc+a Contract Expiratian Date , Impact Resistant:No ip/19/2016 Design Pressure:+40.0/-50.0 2nsWllation Instructions Othera See INST 493.7 for installation fnstruct3ons. Note- F�443 R1I II INST 993.7.odf G Shatt comply with ASTM E1300-04} Verified By: Lyndon F.Schmidt,P.E.43409 Created by IndependenC 7hird Party:Yes Evaluation Reports F�993 Rii AE EvaI943.7.odf Created by Independent Third Party:Yes 993.8 h.18000-R VS E�ctruded Alutn�num Verticat Siiding Window°Non-Impact" 1/8"Annealed Monolithic Glass with Nail Fin-(Overall Frame Size Max.30 x 60) I.Fmrts of se Certificatian Agency Certif+cate Approv d for use in HVHZ:No FL993 Rll C CAC 993.8 AAMA Cert.odf Appro ed for use outside HVHZ:Yes Quality Assurance Contract Expiratioa Date Im ct Resistant:(Vo 10/14J2616 � sign Pressure:+40.0/-40.0 Installatian Instrudions , Other:See INST 993.$for installat(on instructions. Note- FL993 R11 II Inst 993.8.�df Glazing Shali comply with ASTM E1306-04) Verified By: Lyndon F.Schmidt,P.E.434�9 Created by Independent Third Party:Yes Evaluatian Reports �L993 R12 AE EVAL 993.8.Qdf Created by Independent Thfrd Party:Yes 993.9 i. 18000-R VS Extruded Aluminum Verticel Sliding Wlndow"Non-Impact" 3J32"Annealed Monolithic Giass with Nait Fin-{Overa!! Frame Size Max.4Q x 63) timits of Uss Certification Ageecy Certifecate Appraved for use in NVHZ.No FL993 Rf 1 C CAC 993.9 AAMA Cert.odt Appraved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Na 03/23/2016 Design Presswe:t25.4J-25A Z»stallation Instrudians Otfier:See IM1iSf 993.9 for installation instructions. Note- FL�93 Rll II INST 993.9.odf Glazing Shall comply with ASTM E1300-04) Verlfled By: Lyndon F.Schmidt,P.E,43409 - CreaYed by Independent Third Party:Yes Evaluation Reporks FL993 R11 AE Eva1993.9.adf Created by Independent Thlyd Party:Yes 6adc Next CO�td[t U5:; il pi�ope:850-48T-1824 Tfie SWte of PloNda is an AA/EEO employer. - i fl ::Privacv Statement::Accessibilin S Oe ent::RNund SWtement Under Florida law,emall addresses are public reaorcls.If you do n want your e-mail address reteased in response ta a pubik-records reques[,do not send etectroMc maH to thGS entity.Instead,aontact the oflice by phone or by tradit3ona!matt.If you have any questlor�s,please canWd 850.48�.1395.*PUrsvant to SectFOn 455.275{2},Fiodda StaWtes,effettive 6Gaber 3,2812,1icen ticeesed under Chapter 455,F.S.must provide the Departrnent wtkh an emali address ff they have one.The emails provided may be used for officWl commu IcaUOn witb the Iicensee.However emall adtlresses are publk reoord.If you do�ot wish to supply a personal address,please provide the Department with an ema�l address whlch can be made availabte ro the puhlic.7o determine if you are a licensee under Chapte 455,F.S.,please didc here. uet Approvat Accepts: `} �� 5(tCUt7 11MTRtCS' � � � http://www.floridabuilding.4xglpr/pr_apg_dtl.aspx?p am=wGEVXQwtDqt9b2DeMSK°lo... 3/1412014 - � �I � � `m 31.75 MAX.OVERALL RN WIDTH � °�n� V n c W 2703 COLLEGE AVE. 30,OD"MA)LOVERALLFRAMEWIDTH �s^mm,�Z�� GOSHEN, IN 46526 3 W N�n mX�d om pz � ------------- � ��o atV° c SERIES 18000-R VS � � ? Z�� N �/ I � 9��ES LL / � d ��°�� `a ALUMINUM VERTICAL % ; E �� JT - SLIDING WINDOW � ; s w/ NAILING FIN � � � I y � m � 3 cZ.i o = W / I Z O J "NOIlt-IMPACT' ¢ � i /,�� i � o� GENHtAL NOTES � � I / I � m ¢� > v� 3! 1. This product anchoring drawing hos been developed(n compGance with the 2010 Florida � o j � � �� euild'mg Code(FBC)exdudng the"Fifgh Velocify Hurricane Zone".See fhe Cerfification � / I � � � y Agency Cerfiflcate for sizes,speciflcaHons and ratings. � � // � o � o �� ! a 2. Product anchors shall be as I'isted and spaced as shown on detals.Mchor embedmenf to $ � � � base material sholl be beyond wall dressing,siucco,foam,brtck and other wali coverings. I ��m � � I a 3. Wood screws sha�be fnstalled Foilowing insfaRafion InshucHons oF AN51/AFSPA NDS 2005.AII � � other fastener iypes to be insTolled toflowing fastener manufacturers(nsta0ation inshucftons. � � � 4. Fastener embedment deptFu,edge dfstances and center-center disfances shall be as � e spec�ed by fhe fastener manufacturer but in no fnstance shall they be less than shown in fhis � // j � o y a e' I dtOwin � �o in � ------------- �g � � 5. Where shirtu are used,they must be a mgid/sfiff'material that campPes with the �o � requiremenh of fha 2010 FBC. O U � 6. Posifive and negative design pressure requiremenk for use with tha drawing shall be �� _ � detertntned by others for speciBc Jobs fn accordance with the goveming code. �a m w � � 7. Site condittons not covered by thls drawing are subJect to furfher engineering analysis. �N o � � N ^� q Z '� r�e�oF coNr�vrs ` ; _ N'Z � sr►�r� nacd� :::z:.oYEkaii;�:- =:'_t��►2A;�f:�a: - " ��oz �o �z = ° ''L�E$LG 1?RES��JRE; S o ,p 1 Typtcal elevation,de.dgn s b enerai notes - ---:�fIN-='�"'- - .==f�tA�1��"�.3�:�_ __;�' _ _ __�F.�t' swF: N.LS. � d 2 Hrn¢ontal 6 verikal cYOss sections 6 bHl of matedah "=�,t?iIySENStt3�r��:=0114EEC��S�Q!!f;„�.'�P�StAYEF;:�:1JEGA��N °�.�: JK m :.... .. . .. . .._ ,.....,. . .. .. • �....,. _ .. ° . g 3 Horizontai 8 verHcal crnu secYrons ond gtoring detail cxK er: LFS ; 31.75'x 61.62" 30.00"x 60.00" +4Q.Q -QQ.Q ox�web No. a � 4 Buck 6 frame anchortng x� n �6 FL-993.8 0 � sx� 1 or 4 � 0.Vi-7rojects�Project Folders�proj 1501-1600�PF 1527�FL-993-R10-4-14-201Z�FL-993.dwg,28 N� a � :\ .< a° \ �.\\ I , a , a < , I � O � �^� At Nf p wa vZ \,�� ``\� � a • a a N� o � � �TmO C7 mD 0 ��at> ��p � +��] m A m "' � �NNxo�C��7n0 ^ 7O0 I.'V ��A�� C� Z a;�AO<tn O '�v�'-�nxcu�=Z �i x�x O� � � � �� A �� m Z � �n a o �o � z �z p ,f�o z,n, '� � �� a � �� m � �'Z � �� oa �? �c �o n e . � e Qo � � c d , . . fl _ . <. 0,�, �� ? 0 � � O � a � o A �a I� . n� N Af . P Q. , � > � � • � a a. _ . ,e ^f (1 a . a � � ' ° fi� I� ° � a a , z °° 1-1/4°MIN. 1-1/4°MIN. EMB.iYP. EMB.TYP. ' � �pU�: Ooeum�n4 PnparW By: � � � � � �p BUILDINC CONSU�7ANT5, INC. � � � � � N VERiICAL SLIDINC WINOOW JL�P.o. ao.uo vmrt� Fl..33994 IN � � � Phona No.:077.659.9197 o W � y p 2 11 7 12 REVISE ORAWIMG JK OR KSSEAIBLY: FloAda Boare of Praleaional Enqineen � ' GrtiTicata O�Authorizalio No.9913 � IA" �' � � � �v NO 4DATE�Z REVISE Co AoDRESS BY HORIZONfAL & VERTICAL CROSS � /7�z . EC710NS 6e BILL OF MATERUILS �� I REVISIONS Lyndon F.SehmiCt,P.E.No. 45409 � � � �zo i z w.w.9uaouao cowau�r.rrre�we. . I � 0.'W-Projeccs�Project Folders�pmj 1501-ifi0%PF 1527�FL-993-R30-414-2012�FL-993.dwg 3.8 W� �n �\\ �,\\ I ' � � I O m W A1 0 .,\\ �\ d �� 2 O N a I� I� A � � � m� � ��i Z � � � � 2 � � /� � Y, I� � N mm C D � 0 O D Z Z m 2 m � � � O Z � I� T W N � � � r n 0 � a � I� � 0 z � � � Q � � Q PRODUCT: Doeummh vnpand ey: !yl �p BNLqNO CONSULTANTS, INC. r'�- � � � �� o VERTIGIL SUDING WIN�OW J1.�P•o. ea. sw vaiN�o�.3�sss � � � N Phona No. 813.459.fl197 ^ � '' ? + 2 17 12 RENISE DRAWINC JK ART pR 0.55EM8 Y: Florma eoord oi Pnio.tonal Envin•.n I G r L � o CeRifieate OI Authariiallon No.8813 , . � � � � tn � T 4 26 12 REVISE CO ADDRESS RW HORIZONTAL & VERTICAL CROSS ro NO DATE BY SECTIONS AND GLAZINC DETAIL �� L REVISIONS tyndon F SehmidL P.E No. 43{09 � �zoi a R.W.Bui�oino Coneu�rwnre Ino. , _ i � ��: 1 -: � 3.S MAI(. 3.S MN(, r . O.C.{iYP'�� O.C.{fYP.J U l a � � o ' , e 4"� � ' . . • Z� $^h . . , ,. � \`X . , . e „ ;�j.., fRAME �, P� `+ � q. . i� �IJq � i r�G U 2 r --ii-- O�O T /� � � �z m ,-��o a � o � � � °' i �'+' TYP. � +�'� � IYP. F �� . a n°�'P o�'E E TYP. q.,� �+o a.•a 7X BUCK U" O Z o x`o a �' �9maEo 4 2X BUCK � � j e 'm a a m o � � f�,E �il // —.� n� _ I �/ o n�� o Y J � E K Gu ..._ _ - _ � // � � �f � ' �t / �U ;// �� 3 i MASONRY "�o �3 0 °o p��N� OPENING X X � 3 W�, / f � j �� ;f� jjl = m �� , , y � Y� .. ' �d' � � � . ,. , . , ' � � � � • < '� � ` • a o � O a a Q BUCK AfVCHdRiNG FRAME ANCNORtNG FRAME ANCHORING '�m � 2X BUCK 2X SND � 2X FRAMING iQ BE DEStGNED � BY THE ENGINEER OR ARCHtTECT � OF RECORD BASED ON WIND LOADS AND 7NE CLADpING BEING USED. �� Q Q �� N � a°u � � w�^y � CONCRETEANCHOR NC?1ES: q� � � l.SubstJtufian of eQuat concrefe scr�ws from a different supp!!er moy have differenf edge disfnnce and center distance requiremenfs. N� m � 2.Cancrefe screw locaftons af 1ha camers may be adjusted ta matntatn fhe minimum edge dfstance to morfar joints.�f concrete screw h��, s Iocallons noted os'AAAX.ON CENTER"must be a�usted to maintain the mTnfmum edge�sfance to morfarJolnis,oddtHonal concrete N Q ; ' screws may be required to ensure the maximum on cenfer dlmensfon!s not exceeded. �o° m � 3.Concr+�te anchor fabte: N N° � e ......:.....:.,..:.:..,:..;:_,............,.;..........:,;,..::...,..:........,...,._............:.........................;..............;;,....:.:::,.::::::...,:.:::.:,:�:::.:.:::.:...:.;,..:..-:.:.._,.:.:......:...:..,:.:::::....:::.:::_-_:::..:..:::::::.:.::::..::::,:,::::::......, z � ;,:�V!C,#lt�k: ;: ;A1irCllCil�.:� :? ;iUtINtAQ�M; ;:;; :�1NC��lA�!::CiB�R�Ti��< ;:>�fif�pD��7�:Ct;6AR�LN!��`�P < w�:o2 ro �z = d , ... :.:.:.:::..::...... ; ..:. ... ......... .................. .. Q s ;. :�1!�� :;:::: ;sCXE: ; >�A�lBECM��ri°_. : ..::�£t:�t�lrtttY:;;�#i��:: ; .._.A�i1AC�t`Vt?A�l�.!'�C�;k: ° ` �: N.r.s. 0 �. �....::-.:._.::_...._._......_..._.:......_....._.....:�:._...........�:.._.. -_..:<....._ _ - ___....::: - _ _ ... m :...>_.�....:......:_......:....._.... .... ,... �:... . _:::...._...._::.......:-._:.__....._. .. o ___.........._...-._..:- owc.er: JK � � : _ ..1.#vll"... .,; 1/4" 1-1/4' 2-1/2" 3" wnc en LFS :�...................................:.......: ORAMHC N0� � ...............,,-_......;,....., re .o Et�t1 iJA" 1-1jb" 1" 4" Ft-993.8 p o :.. ..•........_._....,.. ;. � s�+cccr 4 oF 4 � � •Flo�ida Building Code Online Page 1 of 1 . ; : •.� . ��..�- .� : ' a e . ' • o . � � �0��IC( BCIS Home � Log In � User Registrdtion � Hot Topla � Subml[Surc arge � Stats&FacLs � Publiratlons � FBC Staff � BCIS Si[e Map � Links � Search � Bus�nes Professi I � ' Product Approval USER:Public User Regulation - Product Aooroval Menu>Produc[or Aoolicatlon Search>Appllodon LI • Search Criteria Refine Search Code Version 2010 FL# 15279 Application Type ALL Product Manuf cturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Me od ALL Quality Assurance Entity ALL Quality Assura ce Entity Contract Expired ALL Product Model,Number or Name ALL Product Descri tion ALL Approved for use in HVHZ ALL Approved for u e outside HVHZ ALL ' Impact Resistant ALL Design Pressur ALL Other ALL Search Resulks-A lications FL# Tvoe Manufaeturer Validated Bv S atus ' FL15279-R2 Revision Clopay Building Products Comp ny Gary Pfuehler Approved* . Historv Category:Exterior poors (513)519-6566 Subcategory:Sectional Exteri r poor Assemblies •Approved by DBPR.Approvals by DBPR shall be reviewed and ratMed by he POC and/or the Commisslon H nxessary. Contact Us:: Phone:850-487-1824 The State of Florlda Is an AA/EEO employer. ::Privacv Statement::arro«inn�w cr_re.�„o��;;flefund Statement Under Florida law,emafl addresses are public records.If you do not ant your rmail address released in response to a public-records request,do not send etectronic mail to this entity.Instead,mrdact the offlce by phone or b traditlonal mail.Ii you have any questlons,please contaR 850.497.1395.*PUrsuant W Section 455Z75(1),Florida StatuLes,effective October 1,2012,Ilcense Iicensed under Chapter 455,F.S.must provide[he Department with an email address if they have one.The emalis provided may be used for offiUal wmmunl tlon wtth the Ikensee.However emall addresses are publfc record.If you do not wish to supply a personal address,please provide the Depar[ment with an emall ddress which qn be made avallable to the Dublic.To detertnine if you are a Ilcensee under Chapter 55,F.S.,please didc here. Prod ct Approval Aaepts: � �� 9CCOIY MF1'RICS' /� \ �� . \� �� ,�� o� � � �� https://www.floridabuilding.org/pr/pr app lst.aspx 8/20/2014 Flor�da Building Code Online Page 1 of 6 . , , � �,+ �� - �' .��, - - . � 'r77� -- =- - : . ' ► � , ' e , � � ;°� _ �� . � � ��. - F�0(��f�f�l�lt(f BC15 Home � Log In I User Registratlon � Mot Topics � SubmR Surch rge � Stats&FacLs � Pubiications � F8C Staffi � BCIS SFte Map � lJnks � Search � Busines ,� �A Professi I "� �F Product Approval g� USER:Public User Regulation Product Aooroval Menu>Produc[or Aoolicatton Search>Aoolicatlon List>Appllotlon Detall FL# FL1 279-R2 Application Type Rev sion Code Vereion 201 Application Status App oved *Ap roved by DBPR.Approvals by DBPR shall be reviewed and ratified by t e POC and/or the Commission lf necessary. Comments Archived ❑ Product Manufacturer Clo ay Building Products Company Address/Phone/Email 858 Duke Blvd. Mas n,OH 45040 (51 )770-6062 mw ste�eld@clopay.com Authorized Signature Sco Hamilton sha ilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Ext rior poors Subcategory Se ional Exterior poor Assemblies Compliance Method Ce fication Mark or Listing Certification Agency Inte ek Testing Services NA Inc.-ETUWamock Hersey Validated By Gar Pfuehler 0 alidation Checkl(st-Hardcopy Received Referenced Standard and Year(of Standard) � Year AN I/DASMA 108 2005 AN I/DASMA 115 2005 A M E1886 2002 A M E1996 2002 A M E330 2002 Equivalence of Product Standards Certified By Flor da Licensed Professional Engineer or Architect FLl 279 R2 E uiv 20140603-FBC-DASMA 115 e uiv. df Product Approval Method Met od 1 Option A Date Submitted OS/ 0/2014 Date Validated 06/ 9/2014 https://www.floridabuilding.org/pr/pr app_dtl.aspx?p am=wGEVXQwtDqv3yVVKJZIQ... 8/20/2014 Florida Building Cade Online Page 4 of.6 � � i s f � ' Design Pressure:+2$PSFJ-24 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this produd pS/21/2028 meets the wind load requirements of the 6uilding code but Installation Instraetions DOES NOT meet the impact resistant requirement far f�15279 R2 II 103969-B-Rev42.pdf windborne debris regions. Ve�ified By:Intertek Testing ServiCes NA Inc.- Efl.�Warnock Hersey Created by Independent Third Party: ' Evaivation Reports Created by Independent Thlyd Party: 15279.10 010 W4-d9 DSIU-IP171:9200, Doubte-skin Insulated PUR(exterior skin 2�ga.min.; 9201,9203,HpP20,HDPF20, fnte�ior skin 27 ga. min.)Single-Car(up to 9'0"wide) HDPL20,720p,7201,7203,8200, WINDCODEt'�W4 Garege Door 82Q1,8203 Ltmits af Use Certification Agency Certifcate Approved for use in HYHZ:No FL15279 R2 C CRC Letter with aroof of contract ar�d aroaf Approved for use outside HVN2:Yes of insoeckion.odf ImpaCt Resistant:N/A FL15279 R2 C CAC W4 Listina Intertek.pyf Design Pressure:+28 PSF/-29 PSF Qoality Assurance Contract Expiration Date Other:The QPTIONAL glaz(ng available far th(s product 05J21J2028 meets the wind Ioad requirements of the bufiding code but In�tailatian Instructions DOES NOT meet the impact resistant requirement for FL15279 tL2 II 104183-Rev0l.odf windborne debris regions.The product wlthout giaziog pQES Verified By:Intertek Testing Services NA Inc.- comply with the 3mpact resistank requirernent for windborne EfLJWamoCk Nersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party, Evaluati4n Reports Created by Independent Third Farty: 15279.11 011 WA-�9 D$IUQ-1K474:Canyon Dauble Skin Insulated PUR{eacterior skin 27 ga.min.; RidgeJBrookstone interiar skin 27ga.min.)with 4vertay Single-Car(up to 9`d" wide)WINDCODEQ W4 Garage Door Limits of Use Certification Agency Cartificate Appraved for use in HYH2:No F�15279 R2 C CAC LeKer with oroof of contract and oroof Approved for use outside HVH2:Yes of insoection.vdf ImpaCt ResiStant:N/A FL15279 R2 C CAC W4 Listina Intertek.pdf Design Fressure:+28 PSFJ-29 PSF Quality Assurance Contract Expiratian Date Other:The OPTIOtdAI giazing availabie Por this product 05/21J2028 meets the wind load requfrements of the Rauilding code but InstallatiamInstructions DQES NOT meet the impact resistant requirement for F�15279 R2 II 2Q4456-Rev0l.Qdf windborne debris regions.The product without glazing DOES Verified Sy: Intertek Testing Services NA Inc.- c.om impact resistanC requirement for windborne ETL/Warnock Hersey s(re 09.1.4 FBC). Created by Independent Th(rd Party: Evatnatian Reports Created by Independent Third Party: 25279.12 12 W4-04 PAN-2Fi51: 73,2500, Steel Pan(m3n.25 ga.}S9ng(e-Car(up to 9'0°wide} 5,190,84A,94,76,42,48,55, WINDCODEp W4 Garage Door 42B,48B,SSS,4RST,6RST,4RSF, 6RSF,2RST,GD55,6DS5V,GR55, GRSSV,AR5S,AR55V,ED55, EDSSV Limits of Use Certification Agency Certificate Approved for use in HYHZ:No F1.i5279 i22 C CAC letter with nrppf of contrect and oroof Approved for use outside HVHZ:Yes of inspection.adf Impact Resistant:No FL15279 R2 C CAC W4 Listina Intertek.�dP Des9gn Pressure:t25 PSFJ-32 PSF Quatity Assarance Contract Expiration Date Other:7he standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Instaliation Instructions DdES NO7 meet the impaCt resist8nt requirement for FL25274 R2 II 300154-B-Revi6.odf windborne debris regions. Verifled By:Intertek Testing Services NA Inc,- ETL/Warnock Hersey Created by Independent Third Party: Evaiaation Reports Created by T�dependent Third Party: 15279.13 d13 W4-09 PAN-2F441:G4S,GS4, 6eIleryJArtistryl�pressions:Steel Pan{min.24 ga.)Single- G4L,GL4,GD4S,GD4L,GR45, Car(up to 4'0"wide)WINDCQDEp W4 Garage Door GR4L,64SV,GS4V,G4�V,GL4V, GQ4SV,GD4LV,GR4SV,�R4LV, E45,E4�,ED4S,ED4L,E4SV,E4LV, ED4SV,Ep4LV,554,SL4,AR4S, AR4L,SS4V,SL4V,AR4SV,AR4LV Limits of Use Certi�cation Agency Certificate 14pproved for u�e in HVHZ:No FL35279 R2 C CAC Letter with oroof of contract and proof Approved for use outside HVH2:Yes of insaecYion.odf Impatt Resistant:Na FL15279 R2 C CAC tN4 �istino Intertek.adf Design Pressur�:+25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The standard glazing avaflable for this product 05/21/202$ meets the wPnd load requirements of the buitding code 6ut InstaAatioq Instrucitions pOES NQT meet the impact resistant requirement for FL15279 R2 II 103486-B-Rev08.odf windborne debris regions, Verified By; Intertek Testing Services NA Inc.- htivs:tlwww.floridabailding,or�l�rinr a»n c�tl,acnx`�»�ram=wC'TFVXClwtT7nv'�vVVKT71tl f2J'}tlI?fi14 � H�� TlASSiC'RAISm PNS7.EIB�S DOQtS �� •ff GN D�7E D6CR�TlW ' �LS x�r� e�c�us 23 cA es w us es w es w us �m�,o, � SHEET 1 OF 2 07 OB/03/04 �DDm INSULATED M/N 190. 1500 ct�er e�.94 — 73,�s �sao,�so �6 �5v �,3•To a,y, S 08 OS 1B 05 UPDATED CODE,REF. mca +n7.�n �asr sasT crts� xuxr yv�ro iae• e �m�[s �e,�en �2,�en sa,sss �ay To tra• � 08 09/28/OS ADDED ROLLER OPTION s�tr putL �pntA �rs•ro irm e 10 11/30/07 ADDED 76V, D(TENDED H�GHTS, COMBINED CLOPAY, HOLMES,AND IDEAL M/N ■-�nn[�+�is nusri l��r T°ls�v� ' 11 08/OB/OB ADDm M/N 428. 488. 55S 16'0' ID Mrots[cimw�[im 2r 12 10/21/OB ADDED M/N 4F ��E��P�� 13 12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS. l�ELS 2S f�l 2S G1 DiS 23 W 2S W WS 14 08/2010 REVISED MODEL TABLES. r.�Rw � �v — — 15 O7/2012 REVISED WIND SP�TABLE FOR ASCE7-10. .��r. � �pggv — — 16 04/2012 ADDED IMPACf RESISfANf OPT10N. � rnss �v — — tNwurE�• Sf�tT PI11EL LRr PAHEL OPIIONII.CU1aN0 WY BE SfNIDARD OR YN�Y o�(1)MunEnMtc sn[v[A�:ndl �ACf RE56TM7�CIAaNO.SEE SECTION auom y 7oawtt(im��wn B-B FOR UEU&S. uanwcinY.ui Wao�• r•-'-"�'A W1X.sfW6YtD S¢E s 1Y-1/4ktE'. T Y�ACf RtSISfANf GIAaNO 6 I 21-5/!'vlht/6'. �—i � R • R r M 20 GA YIN.EHD SIRFS ATf/ClED TO DOOR b SqN N1IH PAiEMm lOG-L-IOC S1S�FL � (10P.BQRdI 3 CEMER). t� S'TALL U-BM � ��N tl oo�n ra.1�MmF fOW�Bllunal 1.� 20 Cll GLLV.S1EEL 7M0 POINf IOCI@�fi t-QHC TqI wIN NIYL IMRCLL � i E�d�(�BUA7ED Y00�9 OICQ �J �• � I 7b G�IQL'STEEEI.. r —__— 60 161 MN.U�-BIIR� 9W COAIFD W(M GILLV., �-�� v�000rt sccnow. m,,.1i0O1� Nro�eucEU-�r� T xip.�[ t d s�[vaooa 9D6 OF SIF}l SIQI. �laln��Va L� �r�ct� �----� � �'��•� �� ri � (sroar Fu�Ei s�awN) ' �e w/ae se uv arma ��w aa.aau Noe ua 'cumc'saRr wusm-v�wa sinrm.icrxi'cu�x��wu �_ ,� �m o:om Nac�m on snFs SHORf'GIRRV�GE HOUSE ARE ALSO APPROVED. meeiem�� nwc a��[ e�aRt�J��p t�Y� vJA9�oa�a ffi 1�v Y. �1{aS/6'SHFET � AL SCRflYS � � � S L1LL�m G WLV.61lII ED Im � W IFDN.01[U-B�il!Q 1�L11OL DOI IFEAII ROfJm 1 115��SFlt Iaac w1 ��,� p TAPPINC SCPflMS O ��WM 'i a11K � 11Y011 t�f7A FMl MNC,6 1e CA IHIFiNFDIAIE ICNGE TB OOOR IQ79 011 kZfSIDB M 06qN lG1m FOR 7NE uueiu[v�w sotcns iurta emr�ccoRUOw ro na r�am� ��x � euene�a cooc oA nE nrtmunqw�e�aow aoac(e�sm ox a�o-to)coit na roua�n�o ta�nas t)wc�sn aema.�ooaa ws a•a�oix N euwas oo mrE.� ia u aav.sim ��R1q¢� � _y �Nff/RpO�OqF�6lOPG NA 4)16'IYiO DI ICCONGINC£MIM �bm��ll T�O /w/c �a�f!�o�OL�� DGSIEtI�MiEm1Y1L WY 08FE]t.C+11tI0.1R1016 RI 11 OU1IIi1FD A11Y11M OIIIG610N LLiDNiE V� f MffL�WI�OII�, saExn opo �s uo »o ia �eo srcnou�raoe wRwf SEE SHEET TWO FOR G,� s.e,n i,c,a �,e s,e � � IMPACT RESISTAM CONSTRUCTION DETAIL "A" �� $, � �, u, �, DE9d1 W1D^+73.0 P.SF,t-520 PSF. , AND STANDARD CONSTRUCT DETAIL B ; 76T LMDS+J7.3 PSF.3-�D.O PSF. TRACK AND JAMB DEfAILS. - �wu P�N 2FPam1uscr't�c vnman wrns w�x,nme s�, I 9'W x 16'H _ opay n�m 9/23/96 ncs�w W�ASSIC IWD qi RP 51F71 PAN ases nu�e�w. ��•P Bullding PI'odUCts w�oN,oH 4sao �"�""`'' Myyyy g�-�+.ow+z�/-ss vsF , C P.E/ZSN7, Com an (s�s�TJ0'�0° �ri, D �+"�� TFYAS P.E/Y161J a,�,�„�,,,�,,,��.�,,,d, D 300159 IBC Do po oo � p e000 � s � i I I � � 'CLASSIC RAISED P�NEL EI�OSS D[�tS R[V DAIE y� ��s e�w zs r.�na es w es w na zs c� xs c�,ns 0°CO •1°'+°i'•"°°"+'""a"� SHEEf 2 OF 2 16 -- SEE REVISION HISfORf ON SHEET ONE fl��Y BM.9{ 73.73 ISOp.Igp 76 76V IDEhL 4RST.If1� {pSF 6RST 6RSi 2RST — �T+�r'� ��uB A7T .YWplf MmD •��^ �ti�n�Me I�.MES �B.4BB — 42.�2D '.$.SSS — _ 3/e'r3'W SCHEYS ON 2�'COIfEitS.1-1/E'O.D.WASHOt RECURED.lA0 SCREWS WV BE COUMEISUNK(Bllf N0T ACWNRFD)TD NMNOE A RUSIT YdMIlrG SURFACE. Sf�tT PMEL L�II PMEL NORQONfAL�WIBS DO WT 7RANSFER LO�b ■-l�DEL��IS RUSX VEmMaI uug�}Ty.ylpn�-Oe Rlnr t eR f OOS P9 L^' m1:tltE�c � S �J'SIEEVE ANCHOR BOLiS ON 24'CENIERS I2000 P51 MN.CONCREIE).^� 'CI1RItil�CiE HOUSE'RAISED PAMFL El�OSS DQRS INCIIAm MIH SIEEVE ANCHORS. �'S �� `�� W �� 1/4k3'TAP'CON SCREMS ON 24'CfllIQ6(4,000 P51 Ip1,CONCpEi�OR 1E' c��r mss, ee�v, ca+rtns(o-eo ane�c>.r o.o.w�n+ms r�au�n wmi Tu�s 'GhLLERY' GRSS GRSN — � �HORS WHOR¢ONfAL�OT 7RANSF�ER L�MD�.TO PROYIDE A FLUSIT YWMINfi �� AICS AR7N 'ARTISTIIY' — " IOEAL ED3S EDSSV II[HE1i JwB mNCr.L ine/a:REFIIt 70 W9N 7D5-1E1.A UCF)i5m DE4CN �G��' ��' — — PROF6SSqNl1L WY AISO BE FI�LOfm 70 APPliOVE AL7EANA7E FA9FNEA5 A!m/OR SlQtT PMdL LNIG PANF1 '�B CONFld1R�1p1&• i hE YELLDW SIOP YOUIDPlG B!DOOR RSfAl1ER(f0 SUIQ NIE�WIB 20 C!l Yl1.GLV.SIEFl kN0 SfRE IMPACT RESISTMIT ASSEMBLY DETAILS �' DR4WIN0 300169.A 1�GA.GLLV.Sim BAER•SfRE 11�:TRACK CONFlCUPA710N 13 G GLV.S7EF11RACIf ABOVE THE DOOR OPQlINO BW1C1�15 F/SIFHm 70 NOOD JN�-� 18 CA G4LV.NNGE D06 NOT AFFEC�THE WIND ��v Wml alE S/165�1-3/a'UO SCREw EICx InNGE FASIEIIED 10 LQ1D RAiING OF 7HIS DOOR. VEIi 1RICK BRACI�T. y��(�) /141�/E'SMEET YEfAL IIOPQOMfAL TR1CK S7IPMRIB� 2'CAW.SfEFl 7RACK FASIFNm TO SCREY/S.SEE NEW'C'. ��Tw�(ro�7 12 CA CA�V.STEFL 7WY7f BPIGI�1^ 14 QA OI�W.ROLLFFt HNGE.F�ICFI I�NGE C iNl oow ND ucat mort Omarm�[ luinwo2�m w[ TRACK A7TAtllm N Fi1fYl BRACIQT FASTkMD N QA SRS MfIH ♦ sw►-r�mc finm r*we ro nr+c4 WfIH ONE 1/�SCf/E'BOLT d NUf OR �3�� lHR TOP BRACKEf oaaea.e r�on rrxe �wo t/a•ou�rtrv�s. s�r u�scntvrs um(s)i a /a snr �a u aw sm rw owaar. TMP�NO SCi�+NS.5EE NEW'e'. � �yp�er1e�� HOPoZOMAL 2'10 fl1LL SIqR�SIEL SIEFl c� j tin-e ROLLEA WIM SiFEI.OR NYION IIRE � �om sm�sa��q. wer�r,wr lICIE 7HE DE9d!OF 7FE SUPPOIlIING SIRUCNR/L ELEI�HIS SHUL BE 7FIE �S ROOM oiTON a[-r!a rmo� ranmlu[�awnl r�nom m fiaie wM R65P0l6181LlIY OF 7ME PROFSSIDNLL OF RECORD iDR Tff BUddNC OR SIRUCNRE $ � 1 OW XE�n (to�p•a/O�w wu WaK ernvi mrt�ano��rt �I�ACCOR�WCE WIIH p1RRFHf BULDING COD6 FDR 7NE LdIDS LISIED ON 7HE � ,�. T�RiCR��neW�6.aeD' iRYt�aAan � IAIPACT-RESL?M!! .ON� CTION: 7yp.t-1/rili G aLV.b'R¢7RIGt tlW7�7. om�icr-�m�sr�i°ic�iowl�a 000ie wnr aviau�ev�er-�:arrwrt a�a/o� � (q nuac aerms rm me I nioeier��wntu ro�auaeoruie ixat rx��[�un GALNO B OC IOUX AY2472�.NI MMIMD CC!R/3IC N IOfMi�WR WfM I ]C06 DfIR[D0011 A45i16Y N4fAl1ID N OOINLWCE�IM 7NS SCfION YlLI!M 3'iv�ot avumr La MI0 lG1D RpIPImIW14 0�11E RLI�\ML�10 faOE ND NIVlN7101ML MRLOID � I cooc etn 1�E nc�awer-�owr�ma�mm�rs(us exame�e rx./ix} SfANDARD ASSEMBLY DETAILS ooara am e'uu�°0°"��"��0� I DRAWINO 300139-6 t�aa o�tv sm r�,n ae�c¢T I C�a� �tg m t, SECTION B-B MON-IMPACT RESISTANT GLe�ING OPTION) (�e�6w+-s/e"��sc�rs.� �` , r o�av.ma m�ac nvac ncouts:,am'ea. � x�ntv�rxa�rt raiic�°�tlxvaa�i4u t�iww��' �t m�.7�R-I�t/(�yts o�aty sm(�pnwc muaaT. VACf-fdS57AlR faAlE � ((0�6fA 71W1�OI HUq�Ri�R�A�(1p 7m0 1Y II � NOr N O L'�SI'OL'�IID lOP 7RlG(�• � WAaA I�IIE�ItT� a��.� � !�:fOR 0001t4 Q411 �� /d]/P GAII IVM XA1. � ti Y ��Y9�N�IL�p P�70.WfD.CONSIRT IICIOIif svz� roa�ocvn s aaa� 5fANDARD/LCCEMBLY CONSR7lCiION: �I ��1 �c�a'�E DF9CN la1DS+25.0 PSF.h�17.0 PSF. ' ONOY1�CIRIC 6 RA9lau1[ovloc a1 U1CIE 7FST W1D5:+J73 PS.F.R-�8.0 PS.F. � �CC2 PI/ftIIC UT AECOPAVICE�7I11 BC/i�l, � 71E d11E DOpI AS411dY�67M1m M OOWNNLE �'O � ��P�ZF� WmLMD IGiDG WI%.��t S@� �9f1111lS SECIION IlEID 11E 1110 IOAD W[OIHIfliE/113 ' a nc naa anno 000c aa eimow�wu W L� 9�W x 16'H ' aaac ma eur�xot�m nc�vicr �, p y n�m 9�23�96 I ��.��..�o�,c o��o ora„me w,nc wFSEacian,r. eses ame s�w. muvr,m �� CU59C NA pi RP S1EEL PAN DA P.E puos. Building PrOducfs �x,��a M� s�-�uc sw+as/-ax rsr � P.E�a�e,7T. CiOT Or1 (513)770-4800 �� D ia�vlW M!v[m y� � P.E/Y151J a,p,�,�„�,,,�,�N�.w,.�..a 1J 300159 IBC � o po oo � p soo p e � (l - a, � ' �uilding Co�e Online Page 1 af 1 . � -, , � ��.� ', : ' � - � . ' ' � . r , r ' ��t 8CI5 Hame !LpQ In �User RepiStration � Noi ToP#� � Submft 5u rge � Sbis&fads � Publiotlons � P8C StaB# 8CI5 Sfte Map � lfnks ( Searcb � Busines Profess� � Product Approval USER:PubliC ther Regulation � ProQpct Aooroval Menu>Frodact or AoalicaHOn Search>ApD��1'!on Ust _.. Seareh CrEleria Refine Search Code Versfon 2p10 FL# SSS35 Apptication Type At.i_ Product Manufactu r Ail Category ALL Subc�tegory ALL Application Status ALL Compllance Metho ALL Qual(ty,4�surance Entity 11t.t� Quatity Assurance ntity Contrad E�pired Ail Product Model,Number or Name ALL Product Descriptio ALL Approved for use in HVHZ ALL Approved for use o ts3de HVHZ A!L Impact Resistant ALL design Pressure Atl Othe� ALL Search Resuits-A 6catlons F� Tvoe Manufacturer V id te B tat s FL25515 New Exterior Portfotio,LlC Luis R.Lomas P.E. Approved Catepary:Panel Walls (336) 45-9695 Subcateyory:5iding 'AyPmved Dy D&FR.Apprtwa�by BSPR shati be revtewed and ratitied by tlEe pOC andlor the Commisston N necessary. Cnntatk Us:: I ffiane:$50-487-1824 The SYaM O!Florld2 IS an AA/EEO emp10y21. - t:Privad S�tement::A��Ibi�FN�ta m n ::!±�!�d c•�temenr Under Florlda Ww,emaii addresses are public recards.If yau do not wa your�ma3i addr�s reteased in resporse to a pubitc-reCOrds request,do no2 send etectrcnic matl to this entity.Instead,sontact khe otfice by phone or by tw iUonal maii.Sf you f�ave any quesUons,qtease mr�c[850.487.1395."Aursuant to Section 455.275(1),FloNda Sbtutes,eRedive QRaber 1,2012,Ilcensees II nsed under Ghapter 455,F.S.must provide the DeparGneM with an email address If they have one.The emails Drovlded may be u6ed!or ofl'itWl mmmunloGo wkh the liceresee.However emall addrnssrs are puGic recpN.I/you tlo not wlsh to supply a persona)address,ple�se Frovlde the Deparbner�t witb an emalf add whld�o»be made avallable ta the puhltc To deiermine If you are a ttcensee under ChapMr 455, .5.,Dlease ctldc here. Product proval Acocpts: � �� h :11 fl ridabuildin�.or�lt�rl�r ann 1st_asnx �1�n!?n�a ' ��'� ttp v�tww, o ti .� , . � . , , �lorida Building C e • �p�e:,� � . . , , , , 4, 15515.16 DSDCG HORIZONTAL DOUBLE 5"DUTCH LAP Limfts of Use Installation Instruetions Approved fo se in HVH2:No FLS5515 RO II ESR-1083.otlf Approved r use outside HVHZ:Yes FL15515 RO II SiDING.INSTALLATION.odf Impa esistant:No FL15515 RO II VINYL SIDING INS"fALLATION odf n Pressure:++/-89 Verifled By:ICC Evaluation Service,LLC Other: Created by Independent Third ParLy: Evaluation Repoits FL15515 RO AE ESR-1083.odf 15515.17 DSSTD HORIZONTAL DOUBLE 5" Limits ot Use Inatallation Instruetions Approved fot use in HVHZ:No FL15515 RO II ESR-3083.bdf Approved for use outside HVHZ:Yes FL15515 RO II SIDING IfJSTALl.ATION.odf Impact Res(staM:No FL15515 RO II VINYL SIDING INSTALLATION odf Desiyn Pressure:++/-77 Verified By:ICC Evaluatton Service,LLC Other Created by Independent Third Party: Evaluation Reports - FL15515 RO AE ESR-1083.odf 15515.18 D616IP HORIZONTAL DOUBLE 6°WIRE CUT FOAM Limits of Use � Installation instrudtons Approved for use in HVH2:No FL15515 RO II ESR-1083.ndf Approved for use outside HVHZ:Yes FL15515 RO II SIDING INSTALLATION ndf Impact ResPstant:No FL15515 RO II VINYL SIDING INSTALLATION.odf Desipn Pressure:++/-65 Ve�ified By:ICC Evaluatton Service,LLC Other: Created by Independent Third Party: Evaluation Reports FL15515 RO AE ESR-1083.odf 15515.19 D6IP HORIZONTAL DOUBLE 6"IMIRE CUT FOAM LimFts oi Use Installation Instruetions Approved for use in HVHZ:No FLS5515 RO II ESR=1083.odf Approved for use outside HVHZ:Yes FL15515 RO II SIDING.INSTALLATION.udf Impact Resistant:No FL15515 RO II VINYL SIDING INSTALLATION;pdf Design Pressure:+�+/-65 Verified By:ICC Evaluation Service,LLC Other: Created by Independent Third Party: Evaluation Reports FL15515 RO AE ESR-1083.odf 15515.20 DL58P HORIZONTAL DOUBLE 5"DUTCH LAP Limits of Use Installat7on Instrudions Approved for use in HVNZ:No FL35515 RO II ESR-1083.ndf Approved for use outside HVH2:Yes R15515 RO II SIDING INSTALLATION.odf Impact Res(stant:No FL15515 RO II VINYL SIDING INSTALLATION odf Destgn Pressure:++/-89 Verified By:ICC Evaluation Service,LLC Other: Created by Independent Third Party: � Evaluatlon Reports FL15515 RO AE ESR-1083.odf Go to Page � � � 0 Page i/2 0 � Back Next Gontact Us::3940 North Monroe Street.Tallahas:ee FL 32399 Vhone:850-487-1824 The State of Florida is an AA/EEO employer.Couvriaht 20074013 State of Florida.::Prfvacv StaMment::Accesslbllitv Statement::Befund Statement Under Flor7da law,email adCresses are public rewrds.If you do not waM your e-mall address released In response to a publk-remrds requcst,do not send eleUronic mali to this Pntlty.Instead,cor�ct the office by phorre ar by trsditlonal mali.If you have any questians,please contari 850.487.1395.•PUrsuant tn Section 455.275(1),Flcrida Sbtutes,effective Octnber 1,2012,Ikensees Iicensed under Cbapter 455,F.S.must provlde tAe Depar6neM with an emafl address if they have one.The emalls pmvlded may be used for oflklal commuMotion with tfie Ilcensee.Mowever email addrrsses are publk record.It you do not wlsh M supPH a personal address,please provide the DepartmerK with an email address whkh can be made avatlable to the pubik.To determine tt you are a licensee under Chapter 455,F.S.,please dldc�_. Product Approval Aocepts: �� l�[l'//www flnrit�ahnilr�ina nra/nr/r�r ann �*� oer�v7r��r�m�»(:F�IX(laartTln.�Y..,ll.il/li T+ll+ 2/1!1/7l11 A . ' �uilding Code Online Page 1 of4 � . . ��,� �� . � r ' i i. , * • ! , f � � � � ��(�tp1 8QS Home ! Lop In ! User Rep�tratlon � Mat TopttS � Submit Surcha e � Sbti&facts � Pubiiqtlorss � fBC Sfaff� BQS Sfie Map ( LiNs 1 Searct� � Busines r]rA�� Product Approva) 1'�� usEa:wa�sc use� � Reguiatian I � plQdud Aoorov�,Menu>Ftroduct or Annlfratlo earch>AoaUcatlon LFSt> ptlt�tlon DEt0i1 I • • ° FL# FL15 15 Rppticadon Type New I Cade Versipn 2010 Applicadon Status Appro ed Commen#s Archfved ❑ Product Manufact�rer Exteri r Portfolio,LLC Address/Phone/Ematl 1A41 nlversal Road Colum us,Ql1432i5 _ (614) 54-3488 olveyp ggc.com Authorized Signature Luis Lo as rlloma @IHomaspe.com Technical RepresenWtive Address/Phone/Emal1 Qual(ty Assurarice Representative � AddressJPho»eJEmatl Category Pane! alls ' Subcakegary Siding Compltance Method Evaluati n itepart from a Product Evaluatlon Entity EvaluaUon Entlty ICC Eva uation Ssrvice,LLC Quality Assurance Entity ArChite urat Testing,Inc. Quality Assurance Cantrad Explration Date 12/31/2 14 Valldated Sy L.uis R. mas F.E. E�i Vall tion CheckUst-Hardcopy Received Certiticate of Independence FLS5515 Rt) COI COi. df Referenced Standard and Year{of Standard} Year ASTM D 679 2006 EquWalence of Product Standards Certifled ey Sections from the Code Product Approvai Method Mekhod i ption G Date Subm3tted 04J26J20 2 Date Validated 05/03/20 2 Date Pendi�g F8C Approva! 05/UBl20 2 Date Approved as)z�12o 2 http:llwww.floridabui�din�.ar�lt�rinr a�� dtl.asvx`?aaram=�GEVXC}wtT3avKmt�r�lt�T Tt�t �1�t�1'�n�d � � � � • � r :� �. �. � : _ r ° y_�� .��.��.��p�` � i �J�T�e L L��I�I� ii��I�iJ�L �.��. . .._ . _ M. �1� � ti' "1Y4:$ �� } �'i�,� • �w i#. i!i'fr�s �..k a� ��,"F!'.�`* 3, r,�+x t;`�5 � -y, � , �r..�" t �"' � t .��. ��.'�" '` "^*^'�x'�'��,v,.0 s�, ... � �*}�,_� t e.., it .� � c� �='s''�"� `. �' ,:,,� � '-�:a'� r ��` .�4 �„s �:� .� �h. ,.7a s�� c{-�..�.4�. ,�ti;'�' +��i *.�.•.� . l.�' , t5�a�S:�`s�f'��e�` r�'�,Y,'is-�" r�;�Y �''"�f ?^Y"� .}3^'�� '','f. 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E ` �"�--� ` 1� "'�'3� � �� _r�� _� �.k. � � . -. -._ � `�y+. .`.._.�` �_ +'-T - ., �.._....,_ _...._ _ �'� . �_�" a\ _ ',��r, ? - . _�.:.-,...�a�e_•��e,� w;+�"t+a�an ' . , '.l I i� �i ` s , _ �"� 'f . �Y � '_s., p (''""` ( � �� ' � � �� .�,E�2 ? ...�,..�� lf��ff `f��r .��: ��+� ,� _ ;yY�'� � �Y , y�� .:�� .: _ � ,. , --�.�, �— � . ._. s�-�..� �u tt.� �:�� . � - - �- _�:� ;:.�. � �.� , T� , . _ � �.�. ��..��_ `'~:�,+.,�:_=��.,'-�-^� ::�uu�.'.:�,.:b'�..�.,�.�-' -_-...-r., .'.e..��. � • r J �� i e L � ij ' , a r r Fastener Choices When choosing a fasfener for CraneBoard Siding pro cts, Crane Performance Siding recommends � that first,you check rvith local building code officials fo possible requirements. In lieu of special code requirements, Crane Performance Siding recommend the following; Nails: � Nails should be a minimum of 2 %°in length an able to penetrate not less than 3/°into framing or furring. • Nail is to be made of galvanized steel or other c rrosion resistant material and should have a head of at least 5/�sn in diameter and a shank of%". Screws: • Screws must not inhibit the expansion and cont ction of the panel(s). Screws shouid be able to penetrate not less than�/°into framing or furr ng and should be: • Size#8, truss head or pan head. - • Corrosion-resistant, self-tapping sheet m tal type. Staples: • Staples must not inhibit the expansion and contr ction of the panel(s) and must be: • not less than 16 gauge semi-flattened to n elliptical cross-section. • a minimum of�Hs" crown, 1 9/°in length nd able to penetrate not less than 3/° into framing or furring. Wall Preparation New Consfruction • CraneBoard must be installed over rigid s eathing. Consult local building codes for specific sheathing requirements. CraneBo rd should never be applied directly to studs - without sheathing. Residing • CraneBoard is designed to be installed dir ctly over existing siding without the need for additional wall leveling underlayments pro iding the existing siding is not extremely uneven such as split cedar shake siding. I these situations, it is advisable to first remove the existing siding before installing CraneBoard. Note that CraneBoard must not be applied directly to studs without rigi sheathing. If, after removing the existing siding, there is no sheathing, sheathing m st be applied. Consult local building codes for specific sheathing requirements. • It is important to nail down loose boards of xisting siding, and replace any rotten ones. • Scrape off loose caulk and re-caulk around doors, windows and other areas to resist moisture penetration. 3 '�,�+e;?!�,. _ '�.in.��kfi4.Y., .:r?i•:. -,;r:,;;r ;nr�';:� ':�t':. �r.1.�iFC;.3.�5�.+r�•.:i�: �,..Y:� _ � :v;"• #'::� ..�..,..» 's-. - ,"°`lc„ `�y:�. _ „L. „✓..:..v?i"- ::J:.i'%'� ;��: ,;:t......t�"�1' - +,� - ';t.,.s ..�.Y- �r�c». ..d�:-;- �'�,,i•.+:..r.�::`:. ;o:..F;�s .,.�-'. ?:G>q _.Id:^::-' �:., ..z:.i:':-..<a: «.4.*R:,;,?_�'�yY ..k:.<' •:i't`.'•.:"r"::s,. .r,`�- I �.�.,2 E��za�:.�tX:A°,'x?.�;�. ,;_��.�_.r,. ,��,:._ tt�� — F:�=�-r.:s�a��, -.,�t'_ ?'' ,t•,_: �s...P� „3x?,�.__�:°5` r...... -='1�,='3='.'c:,z,-� ;;s. .,�.,,Y:x_s 3:s - s,�%_c:r_ _Y'.,}.,�„��a;_.t,se=e,�'.s,.,�„t,..r...�.,...c.,..... :. .. . . .......... . .... ...� -.- ..,.._..-.. -. . ..,...,...,-..... .......>._.-.._.-_.-..._..e , .....w..._... . .: �. .f_,..a,-.. ., , � , � .. . i . .. � :. .� i:�� ;. _' � ; P C� �2�F� L f�j �`�1��{ C�C��`�(QE. P/�RT 1 GiEHE�l. t.1 SECTtfJM lNCLUDES � A vnyt sidin,p. - .F'S ',,jN f'>rz�� . {TlilSl��t�8. ;<:;��*"'�^t� ='w"�� :�.�y'`�;-�'��':;`:'�' �i,��i.�.•,'`�`G'-ir,�?'.`=.^�t'y`:�;bs�.�=� C. 1/iti�ll blfl18f1d B��O�BS. � `�' ��'" '. `.•,- ;�%.'�,•=;�",ti;.��-.�a ��i,�'�'��°;��=`''s� �# �.s �u►�o sECnorvs . �;t�y��``_�. ��"=? _�z��;,�_;`�r�%�a .:.,=.,�z;�..�;� •�o +��n►: �ana��tn�. ��Y`� ��'�"� ' A. Sedion 06100 h F and .�.�_�>�_=��;__�- j tt�<,..�_, ��te]-'�»'- .s h �,3'�Yf� 5$��"y?^._.'fiF'4� ' 8. Sec�ion 07260-Vapor Retar�ders. `��>:�;=_,� .:��p>:�;. , -�'�'�t=� Ci. �`�17�011��'.�f It S`68�8�8. ..$r=��.-, . , :�,�-'�� r� �� F� y A. AS7M D 256-Test Method for Detiertnining the Penduium tmpsd Reslst�u�ce af �tot�hed Spedme�is arf Pi�stics. � . 8. AS'�'il�D 635-T�t Methad for l�ate aP'BumtFi�ia�db�Exteo�t�nd Ttme of Bumi�g atSelt'�Supported Rlestlt��rt�Har�o�t#al P+o�on. C. ASTM D 638•Te�t.M�hod far Tertsfd�P�o;peHie�t�Pfse#t�. D. AST�IA D 6�8-Test Nlsthad for Oaltec�ton Ti�tpeir'�ifime a�Pt�Ur�der Flexur�! t�t1. � . . E. ASTM D�6-Te�t Method for Coel7'ider�t d Llnear�i�ana�of Pls�filcs. F. AS?M D 19�19-Test Methad far tgrtfflon Pro�d PtastEt�. G. AS'�1►�!p 2843-7"ast M+dfha�for Densi�y of�.Sr`rwtaa from�e Bumk�or . Decorr�oiittor�a�Pfeqit�r. :..-� - �.... . _ ... H. �i3T�lA p°3�7,9-$�dRc�tiori tot Rlgtd-�ofy S/i�+!!?�toiide'CPV!C).S�rrg, ' � 1. AStM o 422s•rest Me�ds ror tmpac�Resi�noe or riigtd f�►Viary!pit�e {PYC)8u[�g Produtds. J. AS7M E�+t-Te�f Methdd for Su►face�uminp Char�eeria�t�d8uidhg Material�. !G ASTM C 272-Test.MetNod for Wetier Ab�atpSon of Cae Mate�at�for Slrut�tr�! &et�cltvkh�'onstne�tor�. L, ASTM C 303-Te�t Metht�d for t�tmerssions�r�Der�af Parfotm�f 8todc Typa Thermel ln�ut�tian. �+4. ASTNi'C 578-Stand�rcf Specific�tion for Rigid,Cellul�r Polystyrene Thermel ' insuta�on. -'��t�itri:•,r.-.ai�c=.d�0 -a.J='n raia�n!:vr ;lH�J�)h Q��ROYRE:Bx+aldi�g�►i�ucrs E�::!3i,n jl?? ,.d..a., : . . • � '�4n� ''f..:i.;, . _, • r , �.i. .1. , . .