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Home My WebLink About13-14398 CITY OF ZEPHYRHILLS 5335-8TH STREET .- (sis)�so-oozo 14�98'� BUILDING PERMIT � Permit Number: 14398 Address: 7907 KAY MARIE AVE LOT 356 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: 34-25-21-0180-00000-3560 Improv. Cost: 25,600.00 Date Issued: 7/29/2013 Name: BURNS, JAMES & SHERI Total Fees: 300.00 Address: 35550 WINTERSWEET LN Amount Paid: 300.00 ZEPHYRHILLS FL 33541 Date Paid: 7/29/2013 Phone: 813-714-9415 Work Desc: SHED/RAISED SCRN RM/GARAGE WNVALKS CARTPATH & DRIVEWAY JAMES O MORTON ELECTRIC CO.,INC. �l 1 1/V � �� --� �-� � 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: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made 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 may be 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 Ci Codes and Ordinances. NO OCCUPANCY BEFO 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 s .� City of Zephyrhills BUILDiNG PLAN REVIEW COMMENTS � �� Contra omeowner: ,, Date Received: _��J(� ��,`� Site: A ' 1"�.�`"� � Permit Type: 5� % ? � �.�1.�5, C'� �� G�iv� ,- Approved w/no comments:❑ Approved w/the belo�comments: Den' /the below comments: ❑ � � f t� �� ! ` ��'�C.�j � 4 ' �1 ' 1` c � �� ` � ��n.� This comment sheet shall be kept with the permit and/or plans. � ��/ ----- °�,._�� - �� Kalvin Switz — ans Examiner Date ontractor and/or Homeowner (Required when comments are present) � 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received � J phone Contact for Permittin O�� I O � Owner's Name �,!I YY1 Owner Phone Number a/3��7 /"3'S,c3 Owne1's Address 3SS� �S Z�"/ �pwner Phone Number � Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ��0� K/4 I�R�G �7J� LOT# .3Slp SUBDIVISION /�Mi /7f�/L/�I� ppRCEL IDN 3��aT a�'d�p�-Ua�` 3S�L (OBTAINED FROM PROPERTV TAX NOTICE) WORK PROPOSED B NEW CONSiR 8 ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK //JEi /SF � ^( � � �C ��/ �VE�� BUILDING SIZE S�FOOTAGE I�>o� HEIGHT / �BUILDING S� p� QD VALUATION OF TOTAL CONSTRUCTION �l.�/ ELECTRICAL $ Qp AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ , I � �� ^ n d f' � V MECHANICAL � � Q $ VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO \ �/ BUILDER - COMPANY `�!' (Ji�/S SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address � � / /�� License# c.(/,��]] ELECTRICIAN �COMPANY /� �/L TjJil! �� SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address � Q Q./1 ✓ / License# _� (iLJLJ��C!!-� I PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREI. Y/N Address � License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address � License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Canstruction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Pertnit far subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a L'rfe Safety Page;(1)set of Energy Fortns.R-0-W Permit for new construction. Minimum ten(10)working days sfter submiltal date. Required onsite,ConsWCtion Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster Site Work Pertnit 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&Contrador sign back of application,notarized If over f2500,a Notice of Commencement is required. (AIC upgrades over 57500) " 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 (Front of Application Only) Reroofs ii shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter iT 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 resVictive 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 conVactor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the conVactor is not licensed as required by law, both the owner and conVactor 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 Oivision—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 IMPACTNTIUTIES 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 existlng 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 dces not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact fees are due,they must be paid prior to pertnit 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"owne�'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 govemment 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, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Watervvays. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmentai Protection Agency-Asbestos abatement. - Federal AviaGon 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 materiai 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 buiiding using stem wail construction,I certify that fill will be used only to fill the area within the stem wall. - If fill materiai 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 pertnit 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 elecVical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not speafically induded 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 pertnit 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. M 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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR,� .,TSOi��tC� u a ri4�an b�worryto(or a� ed)b fore me this bscrib d�nd bswarp�fG c)bgfae me this . c� ��r� c7 �1 Who is/are personally kno�i i to me or has/tiave produced Who is/are personally kno to me or has/have produced �—as identification. �� as identfication. � V ' Notary Public � �•ii`v�''''•, SA ��1�4� 1! Commission o. .•`'��,,•. �,s, y , ��" ', AH ELI2ABETH VALENTINE = �� Notar -t,4 F _ � = Nohry Pubik•Shb of Florlda � =,� My Cp�{!�� tamped Name of otary typed,printed or sta pe ,� ;�, I1111", � y omm.Expint Aup 22,2014 �''�� Commiasbn#�EE 19799 �o?oF.��, Commitsbn#fE 19799 _ ` �� .s� ,s. �.w �..�.,.�....��.�,,� e�Y��'�O�'°�t � r t. 1 '�{� . � ` . . �i�rr � � �e f , •' �t.1 q !'. i ' a . � 'h �ia� � � a �u�'aa {� ..,�� a s. .� � � , � � ""'�"�+'lAV��'""4MM""Y�'°'1�..y+¢r..�,.:'+ap,v ..yp �. *✓e�1;�+*'++N►+N w+'"�Efs.•r,+g ,�r.- $"'"°YM�""°iA�" �� II�IItIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIII�) i NOTIC:E OF CUMMENCEMENT 2013123639 J Pernut No. 'Rep!:1333641 R�e: 10.00 '� Tax Folio No. �f-, -o��- �DS: 0.00 IT: 0.00 i �--------��=��0� �07/16/13 C� Mlner, Dpty Clsrk J THE tJTTDERSIGNED bereby gives notice tha�improvements will be made to cenain real properry,:md in accordance with Section 713•I 3 of the Florida Statutes,the following infonnation is�,provided in th�is,�V OTTCE QF C0114MENCF,MENT �iQAr�� h'ort�to�/S— rAcis� FoccR l.Description of property(fegal description)�lol�C�Q,�3 LsT_at/,L_�jj ggq3��_a��__ a)Street(job)Address: RO? M��A�� ,.�� -- " 2.General description of improvements• �� y,��i�_�� r. .. �J t�= O ' 3.Owner Infonnation --- a)Name and address:.��rw��t�ti.ec�� 3SSSo i,�.K4.r��, 1�S�i 1 b)Namc and address of fee simple titicholder(ifother than owner► c)lnterest in property Contractor Inforn�ation o'�' �h a ee.. q, n�., a)Name and addrcss: 40�5 Mocr�S��dA �� . ��{�� r 335�3 b)Telephone No.: �'13 '?8' II'�L� Fax No.(Opt.) 813-"2�'�l058� S.Surery Information a)Name and address: b)Amount of$ond: c)Telepbone No.: Fax No.(Opt.) • 6.L,ender a)Name and address: 7 Identi of Phone No. ' tY person within the State of Florida desibmated by owner upon whom notices or other doc�mients may be sen,ed. a)Name and address: b)Telephone No.: Fax No.(Opt.) 8.1n addition to himself,owncr desi�ates the following peraon to receive a co of t6e Lienor's Notice as 713.13(!xb),Florida Statutes: �' Provided in Scction � e)Name and address: � � b)Telephone No.: Fax No.(Opt.) 9•Expiration date of Notice of Commtncement(the eYpiratioo dpte[s ooe yqr from the date oi rceording unless a differenf dale is apecitied): �'VARNIIVG TO OWNER: ANY PAY2�NTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COHIIIZENCEN�NT qRE CONSIDERED IMPROPER PA�'1�N7'S UNDEA CHApTER 713,PART I,SECTION 713.13, FLORIDA STATU7'ES,AND CAN RESULT W YOUR PA1'IIVG TWICE FOR II1�ROVEMEiV'I'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS7'BE RECORDED A111p pp�p ON TNE JOB SITE BEFORE THE FIRS7' INSPECTION. Q�YOU IIVTEND TO OBTAIN FINA,TICI[VG,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIIVG YOUR NOTICE OF COD�NCEMENT. bTATE OF�� COUNTY OT rQ,SL� , ignrturQ of Ouvna or Owna'a Amlwriud Offica�Direetw�Paner�/Mwger _ �'„�°.rl l�t�rv�G Print Name The fongoing instrument was aclmowtedged befbre me this_�day of � 20 �� , .I�,.bY ��5 � e ot authori g � (typ ty,e. .otlieer trustee, attorney in facf)for (nsme of party nbeLsl of w6om inst ent wss eYecuted). Personally Knovvn_OR oduced Identification Notary Signature� Type of Identification Produced . Name(print)��,�_�,�' ! V Ul,•�� Verification pwsuant to Section 92.525,Florida Statutes.Unda penaliies of perjury,I declaze t6at 1 have read[he foregoing and that .� the taccs stated in it are trve eo the best of my knowledge and belief. r•on�usnaoc,�.ai �..��.u... �°.�"' '�•.� SARAH ELIZMETH VALENTINE � Notary Publie•Spte ol Florlda �'�o�o '�u*a1 Peraon Signing lin me o 10.)A6ovt �y,� �My Comm.Expiret Aup 2?,2014 %.� �„��,•' Co�nmission A�EE 19799 PRULA S O�NEIL,Ph D.PRSCO CLERK i COMPTROLLER 07/16/33 2:0 1 of i OR BK �9�� PG 148� �vp, �e'�R � � �G s��: �� .."��zR��9 COUf�TY OF F�SC� y'� �j► TH�j �� r'_''Ci_-�1�+FYTHATTHE FOREGOING iSA . ' TRUE�,N��i;C'��REGT C�JPY OF THE DOCUMENT �, * ON FILE C�R��F PUBLIC REC;ORD IN TNIS OFFICE � • �;,,,,�t�+t'T'":`` • �.NlTNE�`,S/��' .''�'HAND AND(JF L SEAL THIS t� * __t�1�2�G�AY QF �l 1 L� � ♦c , � ��_• - �� PAUL �' EIL, CLER & C MPTROLLE * , 1�ST , � � � � B�-----�� DEPUTI'!;LER;C `�'A1 E OF�� , � / LEONARD G. "GEOFF" WOOD, P.E. 3704 BRUTON ROAD PLANT CITY, FLORIDA 33565 (863) 646-5517 DATE: 06-12-13 B&H Construction Zephyrhills, Fl. Re: JAMES BURNS Address: 7907 KAY MARIE AVE Lot# 356 ZEPHYRHILLS, FL. Dear Sirs, This letter is to certify that I have reviewed the above address and Found this mobile home has no factory beam. We will be building this Job as �'wa construction. We are building a 12' X 20' shed, a 12' x 28' raised screen room, and 24 ` x 24' garage. As always, should you have any questions,please feel free to call me at time. , �� Z� � .� SHEET �OF �� nard G. Wood �oR: 3704 Bruton Road a&x co��tion � Of Ccntra]Fl.Inc. Plant City, Florida 33�565 T'hese Stsadards and plans mect the 20]0 Florida Buildin Codc Bui]din Sectionl609 Max Wind]40 M.P.H. LEONARD G."GEOFF"WOOD, P E #47377 LEONARD G."OEOFF"WOOD FNGWEF]i Lmcd G Wawl,P,E N/7377 3�01 Brutm Rud P��[]tY.Flaid�33367 T��➢b�dfau(!63}9{3-SOJI MoWe(!63}�3P3'717 � � ��= � a � �� ^ n� � o q o°n �r °� � �n� L-n `� O ✓� �°J �� +��, V7� = o Q � � �V► t11 p� p[N f �'° ��. q �� °o �l i a '�W� �w �� 3 i 3 F Q 1+1� \ i�,,o 40 Yl �D S�� a '° o �+�., ^ _ a y� 1 e3� "oa p $ "�� , o � r � 3 a3 0 �►-� ••,� �'' �:a �q --��'�d �a� v >h ya��a�Z i W �b �w �aG �g�13�''�6°I. 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NARD G J 7 � 2EON ."GEO}F'W OOD F270lNIDl Ia�rE G.Mao4 tS N)JT 39M Mtlm Ils! nrtOry.FlonN]]56S RYplmr/i�(�N}9U-]a31 Meea.PaH�oa�n � ��I�� ~�.t� .. � j%�y ``s��ls� /� � c ��"�'� 1l _� � �,�x TR[p�e' 2 K/� l�Fi9q�c� /�� lS' X 7 L' H �G,2 ��/YfA�' i �y SHEE'N OF I� FOR. B&H Construction Of Centra]F] Inc These Standards and plans meet the 2010 Flori Buildin Code BuildinQ Scction1609 ax Wind I4 ' .P. . ONARD . FF" O , P.E. 7377 LEONARD ."GEOPF" OD ENGINE£A Lewud G Wood,PE�M�377 370/&utm Rwd Plaot Ciry,fluid�33565 TdqrDm�dLa(!6J}R13�5031 MoDik(l63y�30.2717 X � _� � � v ._�i � � � � � o � � � � � � � � � \ � v� � `� � � � � � � � � �� : � � � � � � �� _� � � � � � � � � `� •� \ � SHEET�✓OF I✓ v �. FOR. 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N ir i� iV ir A � : M � � ^ i �n L � � � r � � h � : .�- �' � � � � � C C ' � • � • � � ' � � �� p � �, F, � l : � : L � i � � i� � : � : b : L � � Lb � « ° �1 l� y a » r L i � in � � i i+ i i� h i � tr ' � h ie 7r � � Iv � ir N � � // m ^ � ^ ' � • � � � � � ' ' ' ' ' � ` SHEET OP LL � . . . FOR. � ry � « � !� �^ 6 ro L b b e L =. S b i� : b � �. �; � w in b i� B ec H Constructlon . t;, ' H :. s � s a � b e b a a ot cmv.i Ft��. I � ' H � �. s 's L 's in 1'hue St�duds+nd plana meet thc 2070 F7arid. din CodcBuildin Sa�on1609 _11 ��? N � R R R � R « « « R R R � R � R � �8 R R � Wind140MP . s � � � � ,. � � _ � u � � ` �� i s i S s s � � � � � S s � 6 S � � � S n � T � s n NARDG"(3 woon j a • e � � w � a � r. � .^. � : Q � F �Q � 1� �i � � �'i N R ING/NFFR �� r" i...b�w.oasE�n�n na wam r.m � rr�aa,nv.r»sn � m u o e u c ■ u o e u o 4 u o o u o m � o m o o m v o ,T,:��,',",;'„''"" aaddaaaaa a daadaaadaaaaada g� � �� g �� g�� o000000000 00p�oro�0000inufn000 .-�� NNNM �+lNfa � NIANb +tfN�D�O �OtptD�OP I� r � �r- r- r- � �- � � � e- � e�� r-�-r-� � � � e- r- r r - ., 3"STAUCTURAL PANELS FASTENED TO WOOD(G=O.SS OR BETTER):]/4"I,AG SCREWS WTTH] l/Z"MIN�'ASHERS, 1]!1"MII4 Tf;READ pENETAATION TO EXISTIIVG WOOD MEMBER,3/4"MIN ED(3E D7STANCE,SPACED 2"FROM . �cx�xn,�xn sno��r�x. Cpb:A�p,R DETRI� � To�c6oa-rs�v.wi.t.o�: ii��s�owws s s�s wrrx i in^�wws�xs,scxEws SIiA1.I,BE]"LONC3ER THAN PANF.L THICIQ�ESS WJTH J 1/2" 2"X3"ALI7M MIId EDGE DISTANG�SPACED 1°F1to1��ms. g�p�p� FASTEN 3 1/B"X 1 1/2" � P,ECEIVER TO WOOD WAI.L W/#10 X 2" a --- - SMS 12"OC . M� /� �M�'�' ��116►ALL FASTEN SCREEN WALL Tp RECENER CHANNEL � W/#8 X 9/16"WHITE ..fLo TEK SCREVVS 12"OC ' PANEL FASTENED TO RECEIVER t ��E� CHANNEL 6"FROM EACH EDGE AND(3)MORE EQUALLY SPACED IIvsTAI,t 2"X 3°CRBPIB � ACROSS THE PANEL WITH 9/16"SMS 37UDS IN RICK PI�TE �or/C I(d �/'�'/.�/� Q� Wi17i 1"X 1"X GAPRI - �. CL�BRw(�?T W/+�8 AL(7M 2"X3"SCREBfV ��'� x 9n��r�c sc�ws WALL pOST 2 PFR SIDE , � ��'L S�D�O ATl` �g�ip�e g�DAT AT FAC$11PR�'iRT SC�ROOA� FASTEN RECENFR CRANNEL � T'O HOST STRUCTIJRE W/ #lOX2"SMSQ12"OC H �� r�raiee rx s^ � � ?� x �c.x��v rs►au, � =-_ .� _,.� N '�"` z�3°�es�n wi SHEET`'oF�3 jr7T'F1tNAL SCREWS FOR: - °� USE#10 X 2"SMS B&H Construction OR Of Ceaual Fl.Inc. 1"X 3" � � �� ,� These Standuds and plans meet the 2010 1 X 1 X 2 OR 3 Florida B ' ' Code Huildin Section7609 . CLIP FASTENED � � W/(2)#8 X 9/16" M l40 M.P SIDC E w$EACH L � RD G." /Q!� � /�� FASTEN 1"X 3"OB TO CONCRETE . �� W/# ]0 X 3 1/2"TAPCONS 24"OC LEONARD G."GFAFF"WOOD (1)6"ON EACH SIDE OF DOOR �,m�.ac.wma,Gr��n 37W BN1m Ao�A Phm tiry.}7md�33363 Tekpbmdfu(!Ql}A13-5031 MoD�7e(!b7}130.2717 r � FASTENING GARAGE ANI.1 C�ffF�RT TQ HOST STUCTIIRE 3"X 12"PANS FASTENED TO � ALIJMINLJM BEAMS W/�8 X e a �`�,. 1"TEK SCREWS. FASTEN PANS 6 a '`�ti� TO WOOD WALLS W/#8 X 1" d �'cy;. SMS. BOTH APPLICATIONS - REQUIRE 3/4"X 3/16"ALUMINLTM �r� WASHERS(4)PER PAN 16"OC �� ON RAKES ' ATTACH SM BEAM TO MOUNT 4 1/8"X l ]/2"RECENER ��NER CHANNEL CHANNEL TO POST W/#8 X 9/16" �'��8 X 9/16"TEK TEK SCREW(2)ROWS] SCREW SCREW ON EACFI SIDE PER EACH 2"OF BEAM o►'/(�)SCREW PER EACH 2"OF BEAM EXTERIOR PER OWNER SPECIFICATIO APPROVED SIDIIVG OF CHOICE OVER HOUSE WRAP,i/2"CDX OR OSB SHEATHING,FASTENED 3"OC ON 2"X 4"STUD WALLS ]6"OC pg�y��pF WALL ANU 6"OC IN USE(3)12D NAILS TO TOP ��, �IN A FLOOD ZONE,PT AND BOTTOM OF EACH STUD STUDS AND SHEAT'HING WILL BE DOUBLB 2"X 4^'POP 7�p Dp��2°X 4"PT TOP P�rE w/co�xs P��W/CORNERS LAPPED �QUIRED WITH THE SAME �� FASTENIIVG AND PROCEEDURES OR Tf�Rf►40PLY NAILED 3"OC ON CL1PS SHALL BE 1NSTALI.FD p�,DpUBLE AND TRIpLE W/1 1!2"X.148 HRIGHT �Dp,RS VyII,L USE LSTA PERA'IETER OF WAI,L AI1TD 6"OC S�oo7['x Sx�vx Fura.ROUt�m �SOrt]e s'r�Fws�n IN Tf�F�LD OR STAPI,ED W/ �nn xwns. wl�i2*x.iae na snnc�xo� 7/16"CROWN STAPLES AT SAME �� , CENTF.RS,HOUSE WRAP IS NOT on HQvn' REQUIRED. FASTEN BOX PAN RECEIVER CHANNEL TO HOST WALL W/ #10 X 2"SCREWS Q 12"OC MAX 2"x 4"PT BOT"TOM PLATE WILL BE • FASTENED TO CONCRETE W/]/2" 2� ' DIAMETER VVEDGE OR SLEEVE �' ` ANCHORS 24"OC W/(1)ANCHOR ' - WTfHIIV 6"OF EACH DOOR WITH A MINIIvIUM 3"PENETRATION. �IOatA-i � �•� s�`�oF i3 FOR: B&H ConsWction Of Ccntrai FI.Inc. These Standards and plans meet the 2010 � , Florida Buildin Codc Buildia Scction1609 �� D .i�:.. �73"� ind]4 P.H. NARD � FF" , P. k47377 ��.��,;� - 3 BARTHFBS.IV/�C6—)OXIO W1V ZJP TO A 72"7C 80"PRP.E�IJN4 DOOR 1�SHOAFIDSRAIDSR W/6 MII, INSTALI.HD PER MATTIJFACTl1RBR8 V1SQV�NE VAPOR BAW(]ER ic LEONARD G."GfiOFF" OOD TERI�9TE TRBAT)rtffi�T U6E 5T�'ZCAT[ONS. ENGIIVBER �oeva o.wooa r�.w��nn na a�um,no.a ZSOOp$](,'��,. jJSE` ' DYo2CnY.Flaid�33363 72"X 12"MONOi.77HIC FOOTBA r�eyam�,pe�}w-w3i MoM7e(167}a30.1717 N S REBAA MIN CONT.__ GffaIII�II LE�EL ��1�GES f�NII SHEDS IF IN A FLOE�I3 Z�IVE l3.LL W�QB IdIUST BE FT. 3"STRUCTURAL PANELS TO WOOD(C�0.55 OR BETTER) 1/4"LAG SCREWS WITH 1 J/2"MIN WASHERS,1 l/2"MIN - TTiREAD PENETRATION TO EXISTING WOOD MEMBER FOR S'M BEAR�IS IlV GARAGES AI�TD SHEDS {1)SCREW 6"FAOM EACH SIDE AND 3 MORE EQUALLY . SPACED ACROSS PANEL AND 24"OC ON RAKE. � ' " TO ALIIMINUM(6063-76 MIN ALL02� MOUNT 2 1/B"�-��^R A�I'AC�►SI►S B�M TO 1/4"SAE GRADE 5 TEK W1TH] 1/2"NIIN WASHER,SCREWS SHALL BE]"LONGER THAN PANEL THICKNESS,1 SCREW CAANNSL TO AOX�E, RECBNFR CKANNEL 6"FROM EACH SIDE OF PANEL AND 3 MORE EQUALLY GARAGE OR WOOD w/#B X 9/7 6"7� SPACED ACROSS PANEL 24"OC ON RAKES. S�ED W/�70 X 2"SIVIS SC,REW ON EAG�i' WOOD ST[1DS 76"OC SHALL BE FASTENh'�TO PT 2"X 4" ��$QZE01 PER$/�C�2" SIDE W/(1)SC�tEW BASE PLATE W/S1IVVRSON H�4 OR EQUN AND SHALL HB OF BEAM. PER EAC�T'OF BEAM. FAST�TID TO DOUBLB 2"X 4^TOP PI.ATE W/SII�lPSON H 2.5 HIIRRICANE CLIPS OR EQUIV- PANEL FASTENED TO RECEIVER CHANNEL 6"FROM EACH EDGE FASTENERS OR PROCEIDURES AND(3)MORE EQUALLY SPACED ��e =�_--�_�--�--�----� DO NOT CHANGE FOR PT WOOD ACROSS THE PANEL WITH 9/16"SMS - 2"X 4"STUD WALLS 16"OC EXTERIOR PER OWNER SPF.CIFICATIO DOUBI.E 2"X 4"TOP USE(3) 12D NAILS TO TOP PLATE W/CORNERS AND BOTTOM OF EACH �PROVED SIDING OF CHOICE OVER LAPPED STUD TO DOUBLE 2"X 4" HOUSE WRAP,1/2"CDX OR OSB PT TOP PLATE W/CORNERS S��T�G,FASTENED 3"OC ON LAPPED. PERIMETER OF WALL AND 6"OC IN CLIPS 5HAI.L BE INSTALLED THE FIEI-D• IF IN A FIAOD ZOIVE,PT qLI,DOUBLE AND TRIPLE STUDS AND SHEATI�TG WII.L BE W/1 1/2"X 148 BRIGHT �qpEltS WII.I,USE LSTA ggQp�D W�'g�SpME SMOOTH SHANK FULL R�IJND SIIVIPSON 18 STRAP FASTENED FASTENING AND PROCEIDURES HEAD NAII.S• W/] 1/2"X.148 IN EACH HOLE OR Tf��tMOPLY NAII.ED 3"OC ON SII�SOIV H 2S PERIlVIETER OF WALL AND 6"OC OR BQZIIV W THE.EIELD OR STAPLED W/ • 7/16"CROWN STAPLES AT SANIE CENTERS,HOUSE WRAP IS NOT REQLJIILED. FASTEN BOX PAN RECENER � C�IANNEL TO IiOST WALL W/ " #10 X 2"SCREWS @ 12"OC MAX , �� 2"x 4"PT BOTTOM PLATE WILL BE FASTENED TO CONCRETE W/1/2" �` ' DIAMETER WEDGE OR SLEEVE ' - ANCHORS 24"OC W/(1)ANCHOR WTTHIN 6"OF EACH DOOR WTTH A MINIMUM 3"PENETRATION. ��OtdH�—Q � �t�l /� i J SHEET OF FOR: B&H Construction Of Centra]FJ.Inc. +�� TLcse Standazds and plans meet thc 2010 9� � Florida Buildin Code Buildin Section1609 3Y' � ��„� M ind 140 ,�G. ��W��13 �� <"CONC.SI.AB OId COA�ACTBD ' F,�iRTB gII,L oi'/l�C6—10X10 V►*W UP TO A�2"X BO"PRP.FiiJNC3 DOOA �oxnxD c.°GEOFF'WOOD MESX OR FIHP•EtI+�SA W/6 MII. IIVSTAI I.ED PER MANUFACTURERS favcn�rmt ' i.e�w c.w�a r��m� VISQp�1E VAFOA B�.tt� gpBCIFICATTONS� 3701 Bmfon Rud p��o�, Plml Cily,}7afid�33l61 T�'�'Ji1D`1��- US� TdeYTwbfi(!6])-9/330J1 MaD�7e(l63j-130.1717 2500 pSI CaNCItETE J��t' USE ]2"��y�IvfONC3LITEiIC FOOTBR 1r✓/l M S REBAR MI2�'CONT. • q � � O�a <y o a � ,"►- '�V�1 �z�O O 3 � V c o o`tl b�� ' � � S`A ° _<� � 2 p ry.�V � F °.S `'� a F �m ��y� o.� "' z�p r,, ° 9 c� �� R �� o`� �� o o � a�� F � : � t ~ (�7 �^�� a gC7 ��:9^a� xa �"�v AF � �`+z� w �5ti`A ��i �b�e�Va �� @ 3� z N� �� z z` °�� ew� �s�= � o o � s�� .�o�w � ��,.� �J �.�y F-A i. � _ W � C]F G� q� "' -� � " �� ; �.----- ----� �,� t� �F Z � N ...,W '��S lyON �� < �� °� �a Z o a fi� �� u° < A W � � tl � � W H � � F, •� � � Z�o U � � �, F�W a � � � �Z� . � � ��Z ooa � a � 'r ° cz°�ou Uo � �+ �, � � ` _ �� o � � � � �� a � � � �� z �� c_—'� � ,� W�Z W � � U w^ � � a ao m� � a � � a > S� �. �,� v �, WWo° o�i o ��" o � � `� . � � x � � - � � o �a � � ' w � � � � � Z� �� ' "� a�� ` �d 3 i� � r - - - - � ,� . a �W 1A � � � i�. � � a,,� s i 1 I Q � „ � x -�.�. � �,=� � oN� � � i� - -- � �� I - -- � - - i"t � - - - i � � a � I � � ii � _ � r i � � �� a ° �� a I I , � � � � �� € � Vai 'v � �/j� � I I � , � � N F f�V � _ _ _ _ � � � M ' � I O bW � � � ' - - - - - i a� �� O J ��o � !� �8 �� II �s� �a� � (I x� �N i � ( �� I ( . �c VI � � �N # OD N + 1 _ ' �_ ' _ � ' � - x _ _ _ _ _ _ : Flurida Building Code Online Page 1 of 1 �. . +� a � i 1 � ! � i��l�� .��;,_j'�'�,j��•�;��j BCIS Home Log[n User Registration Hot Topics Submi[Surcharge Stats&Facts Publications FBC Staff BQS Site Map Links Search Busines �`� Professi�nal � P ERa b,�Approval � � R�gulati��n � Product Aooroval Menu>Produc[or AoDhCdtion SearGh>ApplicatiOn List � !Search Criteria Refine Search, �--.••:�:....'fi Code Version 2010 FL# 22g1 'Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL I Quality Assurance Entity ALL quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL I� Impact Resistant ALL Design Pressure ALL Other ALL ;Search Results-Applications i FL# TyDe Manufacturer Validated Bv Status FL2291- Revision Metals USA Building Products ]orge A. Pomerentz, Approved. R7 Category: Roofing p,E. H�storv Subcategory: Products Introduced as a Result of New (954) 394-8521 Technolo y �*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or[he Commission if necessary '�� Contact Us 1940 North Monroe Street Tallahass F 3 phone:850-487-1824 The State of Florida is an AA/EEO employer Coovrioht 2007-2010 State of Florida. privacv Statemen[ 4 ccibilitv�>t m nt Refund Statemen[ Under Florida law,email addresses are public records.If you do not want your e-mait address released in response to a public-records request,do not send electronic mail to this entity Instead,conWCt the o�ce by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *PUrsuant to Sedion 455.275(1),Florida Statutes,effedwe October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for o�cial communication with the licensee.However email addresses are public record.[f you do not wish to supply a personal address,please provide the Department with an emaii address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here Produd Approval Accepts: � � �� sccvri[�->u uu�� http://www.floridabuilding.org/pr/pr_app_lst.aspx 6/24/2013 Florida Building Code Online Page 1 of 2 . � : . t e e � �r�►�r�� }�,�,_�,�O,;r'��!��? BCIS Home Log In User Registration Hot Topics Submi[Surcharge Stats&Fac[s Pubhcations FBC SWff 8Q5 Site Map Links Search Busines �� Professi�nal �� PERauctUApproval � Regulaticn � Product Approval Nenu>Product or Aoohcation Search>AoolicaGOn�st>Application DeWil �.'w�M± FL# FL2291-R7 ��+� Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Metals USA Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 (352) 787-7766 bkaufmann@metalsusa.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 (800) 342-9077 bkaufmann@metalsusa.com Quality Assurence Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/29/2015 Validated By Jorge A. Pomerantz, P E. Validation Checklist-Hardcopy Received Certificate of Independence FL2291 R7 COI Cert Inde� pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM E72 lggg ASTM E84 2003 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvBLGds%2bEz... 6/24/2013 Florida Building Code Online Page 2 of 2 FL2291 R7 Equiv Equiv E72.odf FL2291 R7 Equiv Equiv E84.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2012 Date Validated 12/21/2012 Date Pending FBC Approval 12/27/2012 Date Approved 02/04/2013 Summary of Products , FL# Model,Number or Name Descri tion 2291.1 Pro-Fab Roof Panels Aluminum and Steel Skin EPS Core Sandwich Panels Limits of Use Installation Instrudions Approved for use in HVHZ:Yes FL2291 R7 II Dwa.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: -For outside patio construction only. -Refer to FL2291 R7 AE Eval.odf engineering drawing #04-151-0001 for limitations and Created by Independent Third Party: Yes conditions of use. Badc Next Contad Us 1940 North Monrce S[reet.Tallahassee FL 32399 Phone:850-487-1824 7he State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida. Privacv Statement Accessibilitv Statement Refund Statement Under Florida law,email addresses are public records.If you do not wan[your e-mail address reteased in response[o a public-records request,do not send electronic mail to this entity Instead,contact the o�ce by phone or by traditional ma�l.If you have any questions,please contact 850.487 1395. *Pursuan[to Section 455.275(1),Florida Statu[es,effedrve October 1,2012,licensees licensed under Chapter 455,F.S.must provide[he Department with an email address if they have one.The emads provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. 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To de[ermine if you are a licensee under Chapter 455,F.S.,please click here Produd Approval Accepts: � � � � xcurit��4u uu�. .� http://www.floridabuilding.org/pr/pr_app_lst.aspx 6/24/2013 Florida Building Code Online Page 1 of 2 : e t - + � ��L�/+�� .;,�1r�a_„��y,;w.,,,q�� BCIS Home Log In User Registration Hot Topia Submit Surcharge Sta[s&Facts PublicaLOns FBC Staff BCIS Si[e Map Links Searth Busines �`� Professi��a� � Product Approval �USER:PubliC USer Regulation Product nporovai Menu>Product or Aoohcation Search>Aoolication�st>Appliwtion DeWil ,+�+_,+�, FL# FL1779-R4 �°�w+-�� Application Type Editorial Change Code Version 2010 Application Status Approved Comments ArChived Product Manufacturer Metals USA Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 (352)787-7766 bkaufmann@metalsusa.com Authorized Signature Bill Kaufma�n bkaufmann@metalsusa.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 america�Way Groveland, FL 34736 (800)342-9077 bkaufmann@metalsusa.com Quality Assurance Representative BILL KAUFMANN Address/Phone/Email 7815 AMERICAN WAY GROVELAND, F�34736 (352)787-7766 Ext227 bkaufmann@metalsusa.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Thomas C Williams developed the Evaluation Report Florida License PE-54877 Quality Assurance Entity UL LLC Quality Assurance Contrect Expiration Date 09/29/2015 Validated By Christian Langley, PE Validation Checklist- Hardcopy Received Certificate of Independence FL1779 R4 COI COI �df Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDqs%2bbt23 mL 8... 6/24/2013 Florida Building Code Online Page 2 of 2 Sections from the Code 1714 Product Approval Method Method 2 Option B Date Submitted 02/05/2013 Date Validated 02/12/2013 Date Pending FBC Approval 02/20/2013 Date Approved 04/09/2013 iSummary of Products FL# Modei,Number or Name Descri lon 1779.1 3"X 12"ALUMINUM RISER PAN aluminum roof panels used in residential or commercial X.024"AND .030",TWIN-VEE applications of engineered mobile home roofover "W"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 HVHZ: No FL1779 R4 II Drawino.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 FL1779 R4 AE Eval.odf �spans&design pressures Created by Independent Third Party: Yes Back Next Contad Us 1940 North Monroe 5[reet.Tallahassee FL 32349 phone:850-487-1824 The State of Florida is an AA/EEO employer Coovrioht 2007-2010 State of Florida. Privan Statement Access�biliri Statemen[ Refund Statement Under Florida law,emad 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 entity Instead,contact the o�ce by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under ChaDter 455,F.S.must provide the DeDartment with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Oepartment with an email address which can be made available to the public. 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King, P.E. Approved * I H�storv Category:Windows (813)787-8283 Subcate ory:Single Hung 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary Contact Us 1940 North Monroe Street.Tallahass F 3 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovrioht 2007-2010 State of Florida. privacv Statement Accessibilitv Statement Refund Statement Under Florida law,email addresses are publ�c 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 entiry Instead,conWC[the office by phone or by tradit�onal mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Department wi[h an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emad address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here Produd Approval Acoepts: �� titY'U['�t-�u:iui. http://www.floridabuilding.org/pr/pr app_lst.aspx 6/24/2013 Florida Building Code Online Page 1 of 4 e a i 6 ' + 1 ��r�� ;��rj; �,��F��a��°��i' BCIS Home Log In User Registra[ion Hot Topics Submd Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines �� Professi�nal '�` Product Approval �USER:Public User �egulation �� Product A�proval Menu>Product or Aoolicatron Search>AoohcaUOn List>Application Detail ,.� FL# FL993-R10 '�-�!r=� Application Type Revision Code version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manutacturer Kinro,Inc Address/Phone/Email 2703 College Ave. Goshen,IN 46528 (574) 535-1125 rmanthey@Icil.com Authorized Signature Rick Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Ryan]. King, P E. 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 Equivalence 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?param=wGE VXQwtDqt9b2DeMSK%... 6/24/2013 Florida Building Code Online Page 2 of 4 Date Validated 11/28/2012 Date Pending FBC Approval Date Approved 12/07/2012 i�Summary of Products FL# Model,Number or Name Description 993.1 a.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"Annealed Insulated Glass with Nail Fin(Overall Frame Size Max.46 x 60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R10 C CAC 993.1 AAMA Cert odf Approved for use outslde HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/28/2014 Design Pressure: +50.0/-50.0 Installation InStrudions Other: See INST 993.1 for installation instructions. FL993 R10 II INST 993 1 �df �(Note-Glazing Shall comply with ASTM E3300-04) Verified By: Lyndon F. Schmidt, P.E.43409 � Created by Independent Third Party: Yes ! Evaluation Reports � FL993 R10 AE EVAL 993 1 �df � Created by Independent Third Party:Yes �993•2 b.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" ' 1/8"Annealed Insulated Glass with Nail Fin (Overall Frame Size Max. 36 x 72 Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL993 R10 C CAC 993.2 AAMA Cert�df IApproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/20/2014 I Design Pressure: +50.0/-66.0 Installation Instructions Other: See INST 993.2 for installation instructions. FL993 R10 II INST 993 2.odf i(Note-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party. Yes Evaluation Reports FL993 R10 AE EVAL 993.2 �df Created by Independent Third Party: Yes 993.3 c. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"Annealed Insulated Glass with Nail Fin(Overall Frame Size Max.48 x 72 i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R10 C CAC 993.3 AAMA Cert�df i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant: No 05/20/2014 Design Pressure: +25.0/-25.0 Installation Instructions � Other:See INST 993.3 for installation instructions. FL993 R10 II INST 993 3 odf j(Note-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409 i Created by Independent Third Party. Yes Evaluation Reports i FL993 R10 AE EVAL 993 3 odf � Created by Inde endent Third Party: Yes ;993.4 d. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" I 1/8"Annealed Insulated Glass with Aluminum Nail Fin- ' Overall Frame Size Max.46 x 60 �Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R10 C CAC 993 4 AAMA Cert odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/28/2014 Design Pressure: +50.0/-50.0 Installation Instructions i Other:See INST 993.4 for installation instructions. FL993 R10 II INST 993.4 odf !(Note-Glazing Shall comply with ASTM E1300-04) Verified By. Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party. Yes ! Evaluation Reports ! FL993 R10 AE EVAL 993 4 odf Created by Independent Third Party• Yes 993.5 e.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"Annealed Insulated Glass with Aluminum Nail Fin- Overell Frame Size Max. 36 x 72 ;Limits of Use Certification Agency Certificate � Approved for use in HVH2: No FL993 R10 C CAC 993 5 AAMA Cert odf ' Approved for use outside HVHZ:Yes Quality Assuronce Contract Expiration Date Impact Resistant: No 05/20/2014 I Design Pressure: +50.0/-66.0 Installation Instructions Other:See INST 993.5 for installation instructions. FL993 R10 II INST 993.5 �df '(NOte-Glazing Shall comply with ASTM E1300-04) Verifled By• Lyndon F. Schmidt, P.E.43409 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDqt9b2DeMSK%... 6/24/2013 Florida Building Code Online Page 3 of 4 i Created by Independent Third Party. Yes Evaluation Reports FL993 R10 AE EVAL 993 5 �df Created b Independent Third Party:Yes �993.6 f 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"Annealed Insulated Glass with Aluminum Nail Fin- (Overall Frame Size Max.48 x 72) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL993 R10 C CAC 993.6 AAMA Cert odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant: No 05/20/2014 �� Design Pressure: +25.0/-25.0 Installation Instructions Other: See INST 993.6 for installation instructions. FL993 R10 II INST 993 6 odf (NOte-Glazing Shall comply with ASTM E1300-04) Verifled By: Lyndon F. Schmidt, P.E.43409 ( Created by Independent Third Party:Yes Evaluation Reports FL993 R10 AE EVAL 993.6 Ddf � Created by Independent Third Party:Yes I 993.7 g. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non- � ImpacY'5/32"Annealed Monolithic Glass with Nail Fin- I (Overall Frame Size Max. 30 x 60) ; I Limits of Use Certiflcation Agency Certificate Approved for use in HVH2: No FL993 R10 C CAC 993 7 AAMA Cert�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/19/2016 Design Pressure: +40.0/-50.0 Installation Instructions Other: See INST 993.7 for installation instructions. FL993 R10 II INST 993 7.�df (NOte-Glazing Shall comply with ASTM E1300-04) Verified By. Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party Yes Evaluation Reports FL993 R10 AE EVAL 993.7.odf Created b Inde endent Third Part . Yes �993.8 h. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non- Impact" 1/8"Annealed Monolithic Glass with Nail Fin- j (Overall Frame Size Max. 30 x 60) ;Limits of Use Certification Agency Certificate ' Approved for use in HVHZ: No FL993 R10 C CAC 993.8 AAMA CERT odf � Approved for use outside HVHZ:Yes QuaBty Assurance Contract Expiration Date Impact Resistant: No 10/19/2016 � Design Pressure: +40.0/-40.0 Installation Instrudions � Other: See INST 993.8 for installation instructions. FL993 R10 II INST 993.S.�df (Note-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409 i Created by Independent Third Party:Yes ( Evaluation Reports FL993 R10 AE EVAL 993 8 odf � Created b Inde endent Third Part :Yes I 993.9 i. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non- � ImpacY'3/32"Annealed Monolithic Glass with Nail Fin- (Overall Frame Size Max.40 x 63) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fL993 R10 C CAC 993 9 AAMA Cert odf Approved for use outside HVHZ:Yes Quality Assurance Contrad Expiration Date Impact Resistant: No 03/23/2016 ! Design Pressure: +25.0/-25.0 Installation Instructions Other:See INST 993.9 for installation instructions. FL993 R10 II INST 993 9 odf i(NOte-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports ' FL993 R10 AE EVAL 993 9.odf � Created b Inde endent Third Part :Yes Back Next Contact Us �40 North Monroe Strea+ T��ahassee FL 3239 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida Pnvacv Statement Accessibiliri Statement Refund Statement Under Florida law,email 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 entity Instead,contact the office by phone or by traditio�al mail.If you have any questions,please contad 850.487.1395. *PUrsuan[to Section 455.275(1),Florida Statutes,effec[ive Ottober 1,2012,licensees licensed under Chapter 455,F.S.must Drovide[he Department with an ema�l address if they have one.The emails provided may be used for o�cial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Departmen[with an email address which can be made available to the public. To determine if you are a litensee under Chapter 455,F.S.,please click here Produd Approval Acoepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%... 6/24/2013 Florida Building Code Online Page 4 of 4 � � 0 � �ccvritti.s,i��<<. .� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK%... 6/24/2013 . 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' • O a 0��0 'C � � • ' . �o � �� a # °`Z � c �� EL° �"r� � .� U� z c� � O� � yp � o '!( �O U�nUS �U —�ri �i 8'6'fiMP'£66-Ii�ZT02-6i-0-OSN-£66-lflCiSi�db09T-TOST��vappi»��d�s1��a-n�n Florida Building Code Online Page 1 of 1 . . i � • + E ��r�r�ra� 'IJ'iuc:.��fhi'''•i:'i` BCIS Home Log[n User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Lmks Search Busines �� Professi�nal � PERdub,��Approval ^ �,, � RegulGtiv1� � Product Aoproval Menu>Product or Aoolica0on Search>Application List �„�it jSearch Criteria Refine Search �� !Code Version 2010 FL# 5302 i iApplication Type ALL Product Manufacturer q�� 'Category ALL Subcategory ALL '�Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or NameALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ;Search Results-Applications FL# Tvoe Manufacturer Validated B Status �FL5302-R3 Revision Amarc Garage Doors Steven M. Urich, PE Approved �Historv Category: Exterior poors Subcate ory:Sectional Exterior poor Assemblies(717)932-8500 i FL5302-R4 Revision Amarr Garage Doors Steven M. Urich, PE Applied Fo ICategory: Exterior poors Subcate o :Sectional Exterior poor Assemblies(717)932-8500 I*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us 1940 North Monroe Stre t.Tallahac��FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Flonda Privacv Statement Accessibiliri Statement Refund Statemen[ Under Florida law,email addresses are public records.[f you do not want your e-mait address released in response to a public-records request,do not send electronic mail to this entity Instead,tontact the office by phone or by traditional mail.If you have any questions,please mntact 850.487.1395. *Pursuant to Section 455.275(1),Florida Sta[utes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made availabfe to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Acoepts: � � � � xruritc�u�r,n. � http://www.floridabuilding.org/pr/pr_app_lst.aspx 6/24/2013 Florida Building Code Online Page 1 of 4 : ' � t ° + � �ir��r�� „j,� ;,��a,i�'t^��rj BCIS Home Log[n User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines �`� Professi�nal � P ERa�b,��Approval Regulation � �� Product Aporoval Menu>Product or Aoolication Search>Aoolication�st>Application Detail ��. FL# FL5302-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1309 danny joyner@amarr.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny)oyner Address/Phone/Email Amarr Garege Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior poors Subcategory Sectional Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Warnock Hersey Quality Assurance Contract Expiration Date O1/O3/2015 Validated By Steven M Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL5302 R3 COI Statement of Indeoendence revised odf Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7se V ZMFL... 6/24/2013 Florida Building Code Online Page 2 of 4 Certified ey Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/13/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/22/2013 Date Approved 04/09/2013 Date Revised O6/24/2013 Summary of Products FL# Model,Number or Name Descri ion 5302.1 Stratford(M600)and Heritage Dwg.IRC-6009-110-11,Thru 9'wide. (M950) Llmits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6009-110-i1 drawina 7-10 I Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By:TOM SHELMERDINE 0048579 Design Pressure: +19.1/-22.6 Created by Independent Third Party: Yes Other: Design Pressure+19.1/-22.6, Not for use in Evaluation Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-110-11 reoort 7-10 debris region unless strudure is designed as partially sealed.odf enclosed or door is a replacement door Created b Independent Third Party:Yes 5302.2 Stratford(M600)and Heritage Dwg. IRC-6009-100-11,Thru 9'wide. � (M950) i Limits of Use Installation Instrudions Approved for use in HVH2: No FL5302 R3 II IRC-6009-100-1i drawinq 7-10 Approved for use outside HVHZ:Yes sealed.�df � Impact Resistant: No Verified By. TOM SHELMERDINE 0048579 Design Pressure: +15.8/-18.7 Created by Independent Third Party: Yes Other: Design Pressure+15.8/-18.7,Not for use in Evaluation Reports HVHZ.Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-100-1i renort 7-10 debris region unless structure is designed as partially sealed.�df �enclosed or door is a replacement door. Created by Independent Third Party: Yes i 5302.3 Stratford (M600)and Heritage Dwg.IRC-6009-120-15,Thru 9'wide. i (M950) Limits of Use Installation Instructions I Approved for use in HVHZ: No FL5302 R3 II IRC-6009-120-15 drawing 7-10 Approved for use outside HVH2:Yes sealed.odf Impact Resistant: No Verified By•TON SHELMERDINE 0048579 Design Pressure: +22.8/-26.9 Created by Independent Third Party: Yes � Other: Design Pressure+22.8/-26.9, Not for use in Evaluation Reports ' �HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-120-15 re�ort 7-10 !debris region unless structure is designed as partially sealed.odf i,enclosed or door is a replacement door. Created by Independent Third Party: Yes , !5302.4 Stratford(M600)and Heritage Dwg.IRC-6009-130-15,Thru 9'wide. � (M950) i !Limits of Use Installation Instructions ; � Approved for use in HVHZ: No FL5302 R3 II IRC-6009-130-15 drawino 7-10 Approved for use outside HVHZ:Yes sealed.�df Impact Resistant: No Verified By:TOM SHELMERDINE 0048579 � � Design Pressure: +26J/-31.6 Created by Independent Third Party• Yes � Other: Design Pressure+26J/-31.6, Not for use in Evaluation Reports HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-130-15 reoort 7-10 'debris region unless structure is designed as partially sealed.odf enclosed or door is a replacement door. Created by Independent Third Party. Yes �5302.5 Stratford (M600)and Heritage Dwg.IRC-6009-140-15,Thru 9'wide. (M950) Limits of Use Installation Instructions Approved for use i�HVHZ: No FL5302 R3 II IRC-6009-140-15 drawinq 7-10 I Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By:TOM SHELMERDINE 0048579 Design Pressure: +31 0/-35.1 Created by Independent Third Party. Yes Other: Design Pressure+31.0/-35.1, Not for use in Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDqunL 7se VZMFL... 6/24/2013 Florida Building Code Online Page 3 of 4 jHVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-140-15 reoort 7-10 �'debris region unless structure is designed as partially sealed.�df enclosed or door is a replacement door. Created by Independent Third Party: Yes i 5302.6 Stratford (M600)and Heritage Dwg.IRC-6009-150-15,Thru 9'wide. M950 j Limits of Use tnstallation Instructions Approved for use in HVH2: No FL5302 R3 II IRC-6009-150-15 drawinq 7-10 ' Approved for use outside HVH2:Yes sealed.odf ' Impact Resistant: No Verified By• TOM SHELMERDINE 0048579 � Design Pressure: +35.6/-42.1 Created by Independent Third Party: Yes Other: Design Pressure+35.6/-42.1, Not for use in Evaluatlon Reports HVHZ.Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-150-15 report 7-10 debris region unless structure is designed as partially sealed.odf enclosed or door is a replacement door. Created by Independent Third Party: Yes 5302.7 Stretford (M600)and Heritage Dwg.IRC-6009-169-15,Thru 9'wide. i (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6009-169-15 drawino 7-10 Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By:TOM SHELMERDINE 0048579 I� Design Pressure: +45.3/-51.2 Created by Independent Third Party• Yes Other: Design Pressure+45.3/-51.2, Not for use in Evaluation Reports �HVHZ. Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6009-169-15 reoort 7-10 debris region unless structure is designed as partially sealed.odf enclosed or door is a re lacement door. Created b Inde endent Third Part :Yes 5302.8 Stratford(M600)and Heritage Dwg.IRC-6016-500-15, 10'Thru 16'wide. (M950) Limits of Use Installation Instructions ; Approved for use in HVHZ: No FL5302 R3 II IRC-6016-100-15 Drawina 7-10 FL�df Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579 �' Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports I Other: Design Pressure+15.2/-17.2, Not for use in FL5302 R3 AE IRC-6016-100-15 Reoort 7-10 FL odf �HVHZ.Glazing option shall not be used in wind-borne Created by Independent Third Party:Yes �debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600)and Heritage Dwg.IRC-6016-110-15, SO'Thru 16'wide. ; M950 �Limits of Use Installation Instructions i i Approved for use in HVHZ: No FL5302 R3 II IRC-6016-110-15 Drawina 7-10 FL odf � � Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579 i Impact Resistant: No Created by Independent Third Party: Yes � Design Pressure: +18.3/-20.8 Evaluation Reports ' Other: Design Pressure+18.3/-20.8, Not for use in FL5302 R3 AE IRC-6016-110-15 Reoort 7-10 FL odf IHVHZ. Glazing option shall not be used in wind-bome Created by Independent Third Party: Yes �debris region unless structure is designed as partially ;enclosed or door is a replacement door. i 5302.10 Stratford (M600)and Heritage Dwg.IRC-6016-120-15, SO'Thru 16'wide. � (M950) Limits of Use Installation Instructlons i Approved for u5e in HVHZ: No FL5302 R3 II IRC-6016-120-15 Drawinq 7-10 FL odf i Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure+21.8/-24.8, Not for use in FL5302 R3 AE IRC-6016-120-15 Re�ort 7-10 FL odf !HVHZ. Glazing option shall not be used in wind-borne Created by Independent Third Party. Yes I debris region unless structure is designed as partially i enclosed or door is a re lacement door. �5302.11 Stratford (M600)and Heritage Dwg.IRC-6016-130-15, 10'Thru 16'wide. i (M950) i Limits of Use Installation Instructions � � Approved for use in HVH2: No FL5302 R3 II IRC-6016-130-15 Drawina 7-10 FL�df ! Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure+25.6/-29.1, Not for use in FL5302 R3 AE IRC-6016-130-15 Reqort 7-10 FL odf HVHZ. Glazing option shall not be used in wind-borne Created by Independent Third Party. Yes i debris region unless structure is designed as partially i enclosed or door is a replacement door 5302.12 Stratford(M600)and Heritage Dwg IRC-6016-140-17, 10'Thru 16'wide. (M950) Limits of Use Installation Instructions http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL 7se V ZMFL... 6/24/2013 Florida Building Code Online Page 4 of 4 IApproved for use in HVHZ: No FL5302 R3 II IRC-6016-140-17 pdf Approved for use outside HVHZ:Yes Verified By.TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: +30 1/-33.8 Evaluation Reports Other: Design Pressure+30.1/-33.8, Not for use in FL5302 R3 AE IRC-6016-140-17 reoort 7-10 HVHZ. Glazing option shall not be used in wind-borne sealed.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes i enclosed or door is a replacement door. i 5302.13 Stratford (M600)and Heritage Dwg. IRC-6016-140-24, 10'Thru 16'wide � (M950) �Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R3 II IRC-6016-140-24 drawinq 7-10 Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By.TOM SHELMERDINE 0048579 Design Pressure: +29 7/-33.8 Created by Independent Third Party: Yes Other: Design Pressure+29.7/-33.8, Not for use in Evaluation Reports �HVHZ.Glazing option shall not be used in wind-borne FL5302 R3 AE IRC-6016-140-24 reoort 7-10 I debris region unless structure is desi9ned as partially sealed.odf !enclosed or door is a re lacement door. Created b Inde endent Third Pa . Yes 'S302.14 Stratford(M600)and Heritage Dw9. IRC-6016-145-24, 10'Thru 16'wide. (M950) �Limits of Use Installation Instructions � Approved for use in HVHZ: No FL5302 R3 II IRC-6016-145-24 drawinq 7-10 Approved for use outside HVHZ:Yes sealed.odf Impact Resistant: No Verified By• TOM SHELMERDINE 0048579 � Design Pressure: +31 9/-37 2 Created by Independent Third Party Yes Other: Design Pressure+31.9/-37.2, Not for use in Evaluation Reports HVHZ.Glazing optfon shall not be used in wind-borne FL5302 R3 AE IRC-6016-145-24 reoort 7-10 !debris region unless structure is designed as partially sealed.odf �enclosed or door is a replacement door Created by Independent Third Party: Yes 5302.15 Stratford (M600)and Heritage Dwg.IRC-6018-110-15, 16'2 thru 18'wide. M950 Limits of Use Installation Instrudions IApproved for use in HVHZ: No FL5302 R3 II IRC-6018-110-15 Drawinq 7-10 FL odf Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579 , Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +18.2/-20.6 Evaluation Reports f Other: Design pressure+18.2/-20.6, Not for use in FL5302 R3 AE IRC-6018-110-15 Reoort 7-10 FL odf �HVHZ. Glazing option shall not be used in wind-borne Created by Independent Third Party:Yes debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.16 Stratford(M600)and Heritage Dwg.IRC-6018-120-15, 16'2 thru 18'wide (M950) i Limits of Use Installation Instructions i Approved for use in HVHZ: No FL5302 R3 II IRC-6018-120-15 Drawinq 7-10 FL pdf i Approved for use outside HVH2:Yes Verified By:TOM SHELMERDINE 0048579 ' Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure+21.6/-24.5, Not for use in FL5302 R3 AE IRC-6018-120-15 Reoort 7-10 FL odf ��HVHZ. Glazing option shall not be used in wind-borne Created by Independent Third Party: Yes �debris region unless structure is designed as partially �enclosed or door is a re lacement door. 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