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HomeMy WebLinkAboutProduct Approval y-, �• 7ilr (u� .y:l -•.` '��.-.-�-t'.�g rt+•-r•3'r;,.r..•�-'--•Y^t�� ( —l;�r�R�' 1 i •+4 �� •�• �1 ��°tMlJli,�I�I.�:.�1 NQS Mx+r Log in user Repsc W= Ma Toacs 5a mn Su"a-ve kms A facts Purucper:n5 sac 5ralf OCIS Sre Sap :mxs Senn dbpr Oo-­ USER:Pa Approval USER:Pa=use •A!" nl': ' o'.l'l!.�'•5:.'l.(1:!"J_':L'1'>Applicmio tletDil ze PL36546 R3 Applica4iOn Type 1 ' Revislon O L ryO9 n Code Version 2017 4ppl;Cation5t3?U5 Approved ST. Lucie County, Qermitting Comm>nts Archived Product Manufacturer Copav Buifdln0 Products Comnanv -Address/Phone/Emaif 6585 Duke BiEpayi APzth, PY Mason,OH 45;513)77D-6D6mtvesterFeld@ Vol. � Authorized Signature Scott Hamilton shamiltonld!clopay.com Technical•Representative Address/Phone/Email Quality Assurance Representative AddresVPhorne/Er:ail Category Exterior Doors Subcategory S-ectional Exterior Door Assemblies Compliance Method Evaluation Report from a'lorida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florfda,9naInesr or Ambitact Name who developed Scott Hamllton the Evaluation Report PSOrido'Ucansc PO-63206 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Qualtty.As5uranc?Contract Expiration'Date 12/31/2020 validated-By Gary Pfuehler Validation Checklist-Hardcopy Received Cc.-tlficateofIndependence rte; ,_,al its CO! c ,•rtilv,miont of _,iLy l,L 1L"' _.tea uLlr f L1 ia•1':-a3�+._.1,��� �tL'Ll\1lL.11!S._LS1L'L.i.'�JS7.i:'.,.51_l.e:7lL2Lnl'..'_r�trr tirnrti!;!rntltgq,L.�;L:ty'14 L7(1•t Referenred'Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1SS6 2005 ASTM 5i996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 2994 =guiiaience of Product Standards C+ertlnva by Florida Ucensed ProfessionalEngineer or Architect tLI2�•2u;t_SstsL1:_lUd iVnu� retie-_ utiniA_A.�i?+.."�i'-�i..l:_f, I�It,y 7t, rg LQuw /U17UaQ9 rUL (iA_MA Sections from the Code Produ'i A9proval Method Idothod 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date.Pending�FBC Approval 08/16/2017 Date Approved 1011012017 Date'Revised 04/181201^0 Summary of Products Go to Page Page 1/3 FL IF_ ___.. Model,NYmbor o1'Name DCGCfIptIOD' '' - 1S>5�16,1 01 W5-16-HY-PAN-2F153/6:-73,- Steel Pan(min.25 ga:)Double-Car(9'2"-to 16'0"wide)- 35000,75,76, 190,84A,94,42, WINDCODEp WS Garage'Door 429,48,4813,55,417,4RST,6RST, 4RSF,6RSF,00055;GD5SV,GR55, GR5SV,AR55,AR5SV,EDSS, bD5SV Limits of Use Installation Instructions Approved for use in HVHZ:,No t LLyy4.V_aQ_.li_.tV.1y2--J%-Pe,I Approved for use outside;HVHZ:Yes 'Verified 6y:Scott Hamilton FL PE 63286 Impact'Resistanti Yes Created by Independent Third Party:No Deign Pressure:-i32:P5r/-32?SFr Evaluation Reports Other,Solid doors-(no glazing)or doors with optional hr;paR-resisianr 9ta7ing.are impact-resistant(large mi5511e._ Created by independent Third Party:No impact), 15545.2 02 W5-16-HY PAN-2F1 S316:73, Steel Pan(min.25 ga.)Doublo-Car(9*2"to?6'0"wide) 1500,75,76,190,84A,94,42, WINDCODEy W5 Garage Door ,428,48,489,55,411,4RST,611ST, 4RSF,6RSF,GDSS,GD5SV,GR5S, GR5SV,ARSS,AP.SSV,ED5S, ED55V Urnitsof'Use Installation Instructions Approved for use in HVHZ:No [jj�4t__Rei iL_1Q1 ar,zl, Approved for use outside.HVHZ:Yes Verified 8y:SCott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:4-32 PSF/-32 PSF Evaluation Reports Other:The standard glazing available for this product @1-16546..R9_P_E.C.PPC 13,1211 meets the wind load requirements of the building code but Created by Independent Third Party.No DOSS hif3T meet the impact.resistant requirement for windborne debris•regions. 16540.3 A3 WS-16 PAN-2F443:GD4S, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- G1145,ED4S,AR4S Car(9'2"to 162"aide)WINDCODE0 W8 Garage Door with Optional impact-Resistant Utes Limits of Use Installation Instructions Approved for-use inMVHZ:Yes I'L1S,:1-+UM+ if-W4Z1-1iKt_IYi,i`SI! Approved for use outside HVHZ:Yes Verified Sy:Sma Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:T46 P<F/-52 PSF Evaluation Reports Other,Max.Wind Speed(V-ult):170 MPH,Solid doors(no glazing)or doors with optional impact-resistant•glazing are ' Created''by Independent'third Party:No impact-resistant(large missile Impact), 1nS46A Cd W6.16 PAN-211153:73,1500, Stael-pan(min.25 ga.)Dnublo.Car(92"to 16'7"vddo) 75,190,84A,94,42,425,48,488, WINDCODE3 W6 Garage Door with Optional Impact- 55,4RST,611ST,4RSF,6RSF, Resistant Utes GDSS,GD5SV,GR55,GR5SV, AR55,ARSSV,'ED5S,"eD55V Limits of Use Installation Instructions Approved for use in'HVH2:Yes rt 1(.54". PO it 10471n-A-sz=vn;yt Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No 'CLASSIC'RAISED PANEL ENOOSS DO1Rf ➢O' 'CLASSIC RAISED PMOL EMBOSS DOORS DOOR NEIGNf SEC -C SNORT PARR IbNG PAK1 TARRIAGC MUSIC'RAISED REV DATE DESCRIPTION MODELS 24 GA 24 GA WS 25 GA 23 W INS 29 GA 25 GA INS 1p 70 7v PRIEL CN6USS OOIOtS SHEET 1 OF 2 0.0PAY DIA,91 -- 77,75 1500,190 7A 76V OJ•TO 89' S AMR WIDTH ➢O'OTEAL DOOR VfI)TN ➢ MmMN 03 6/2004 ADDED INSULATED M/N 190.1500 IGEN. 4RST,4M1 4RSr DUST 6RSF 211 - STILES STILES SNORT PANEL 9'0•TO 10'6' 6 42'TO 9'10' j4jj •TO ' ■DF INTEPH 06 5/2005 UPDATED CODE REF. MULLES 40,IBB -- 42,IBD 59,535 -- — 109•i0 12']• 7 DOORVIO7H10'0•TU 11'10• Liv i0 11'10' 3 STBLS T PANEL LONG PANEL 12.6•TO 115• 9 12'0•TO 1]'10• Iv TD l6.O• 5 P2•ip ION• 1 07 9/2003 ADDEO ROLLER OPIN:Ni 117'TDI'9' 9 TIN•TO 15'10' •-MOOR 4F[S RUSH 16v 3 �Y�iAc tiAc.�mx� 1 62.70 ll]TO' N]A / I6v l0 OB 17 2006 HOED OIPACT-RESISTANT 11IE OPTION IIA%SECTION HE.W...21' TIN•10 6.0• 5 /146/8'SHEET 'CARRIAGE MOUSC RAISED PANEL EN➢OSS DUTMS MRM SCREWS 09 11/30/07 ADDED DMIDED HE7.711S N 40 ODIOINED CLORAY,HOLNES AND IDEAL M/N MORES 29 a 23 Gq INT ES W 25 GR WS OPTGLAZINGIONAL MAY BE�D�SEE AM��OM (S)000RRCDUIE SIU6(Oq 10'1e0E 111 08/06/08 HOED M/N 420.489,53S. CLOPAY OD9S Gm V. D-0 rOR DETAILS 0000.AEf.4/1 OMD M/100-L-IDC(101'A O 'GALLERY• Ot9S fA]SV — -- MAF.VMEUNC ADHE4IE(ALOIC I/113/1'SOF 11 10/21/08 MEED N/11 AF 1 STAAD AND ST6 IS 19-1/YAIe: COIIEII).SIE MOTE HELOR FOR LOIO O GPANo SCREWS O IIOJCS IMPAC(RESMINT CIANIC R •ARTISTRY• ARES ARSSV -- 21-5/8'.14-1/8' P•W[L DOORS. 12 12/2009 ADDEO'CARUCE HOUSE EMBOSS DOORS. T:ARRU12 10USL' FOSS COSSV -- -- is G P7¢i wIx.F9 IA r, a o OB/2010 ADDEO OETAL FUR IMPACT RESISTANT ASSEMBLY(-A)APO STAHOARn(-B). SIDRT PAWL LONG PRNEL ___ MEW�ryilr'c• 14 01/2012 RENS[O 1YIND SP®TABLE FOR ASCE7-10:ALNSED ro TWO SHEETS. ' F A SHORT PANEL OPTION I LONG PANEL OPTION 20 G MN END STILES ATTACKED TO ODOR sroH m7H PA(EMRD Tac-L-LOC mim (TOP.BOTTOM a CENTER). �VIEW•0' P SiSIN I.AP J000S. MM Zr DAL U-DAR 20 G CALV.Sim Q i i 23 UUUG DAA Gb .Mm L NEW'C' 6VfOD , N . D A I]' PYMITER11,11011,01.,01. TOP I— �1 _ Car APP.EU TO DDMROLLER I2 G QALY.SP Q snrs au'slrt3.sILN R•�iACNE'T ATfA�IEOT.fN71 S STOP LAP JONR WAW) 116/8'SHEET CTPOSITION OCK IBOM SIDES)TNO 3 hTNf LOWNC. 1/DEIISD'POLTSIIFRNC FOIW C I WSIAA710N/-s/IBr THIOL MTM IC4 "M EE.EAck GAILY.CHII whit MNDaLL EAO(ER P15TDQD 10 INO (M90AfED MOODS ONL-0. 0 W/k 14AS/W 8(4)1/417/P SAL f TAEPINC SC17EW'S. CA. 3'lALL.70 1 G M-&RS PER 3'TALL.20 C1 PJLL.V.STEM ODOR SCTNOtL TWO V-OVRS PER SECTION. EACH EAOI IFOW ArfACffD MM TWO I . 1/PK3/f TION.a TAPPIND SCREWS PER SRF L➢4 tDCADON OF OrniOMLLVDOS _---►-A I NAIw ntAN OPTIONAL OIIsiDE I(t1ID IDCN PosngPl PAML mK -13 G CALV.SRR Do1POM DRAGNET.ATTACIED YA%DOOR YA Ir-o' MITI(2)Jt4.5/8'SHEET MRK StROM nusNm nrvAM».c 'CLASSIC' RAISED PANEL EMBOSS: 'CIAAIC'SHORT AND IOW RASED-PANEL SHOW. ALLMNw EXTRUSIONa VIMM WFARICRSRP. EXTRA STILES FOR LONG-PANEL MODELS. M0 ARE.ALSO APPROVED. / i' M'L LONG-PAN&DOOMTROM 11.4'WIDE 10 IWO'WOE E DEANN 18 ESL rs0 MAaC $n'IIDN A-A MOF xEWI CDMMFACM CENTER SIH15 I (SO%A;rELS TWE FAMOR'A-WS(ALlED EKTRA SINES ATIAC10D •Q. 1� m AS NOTED AOOVE) naS DOOR`CEM ON t?GLIB Dc n6KN LOADS TOR p2 ONE COUMOLLIAL CENTER W. PER SECTION 1144'ED 11'10111. _mu LLARAE WeD STEEDS USTM enN DA=DMa 0 TO 11W FLDPo m CORM ERCAE CENTER SAE PER SWOON OM Ivor TO Iraw. DIE BINDING LSE OR TICE Nt1IiiWIOA%L BULLONO CODE(BASED OI MDT COMVOtCIAL CENTER STILES ARE ATTACHED Mo1VNT BLTM:EII 71E qa AS2A-10)POR llc(011.OPRc IASORONI I)F3NO.=0 DOSING RISDENTAL @MILT SNS C MIQI10AL CENTER SUES ARE IWt YAC 00EMAQ 2)0001 JOLTY 6 mom M W1.12 US ENI)DOZE 3) ATTAp®MITI TOO-E-IDC ROP a VESTED)01(4)3/18'POP IMP' 0004.u AaeR Aw ANY R30F SLOPE AMO 4)TESTING N ACCORDANCE ISM 0R(4)(e SHEET METAL STREM J m � At10M5 DY A GUMMED G UrFER, WKM =A—��LOK �p>�OIMD L33 140 145 t1sw _ RUMP 4�Y ➢,C,E D,C,D .'C SEE SHEET TWO FOR IEAII D.HEEar .• I5• Ds• IMPACT RESISTANT CONSTRUCTION DETAIL "A" DESIGN LOADS: +30.0 PSF,k -30.0_PSF.1 AND STANDARD CONSTRUCT DETAIL "B"; TEST L0ADS:---+45.O'PSF_aL -as.D PSE TRACK AND JAMB DETAILS. —%FACTURING PREDACT CODE Y1tm o n aTDD I IAOO mE1 SIX. Clopay LONG PANDJ PAH-7115] - - - - EDM.PARR:PNI-F158 16.OZH % 16.0'){ OCSCRIPiDTN-_ O61EN DJCU1f1R:AL1iK WEST081E10,P.E. 8585 OIME BLVD. OAip MODEL 73/75/84A/.94;,16'W MROA P.E./18183, Building Products MASON,ON 45040 +30/-30 PSF "°PE 23832• Compan 1/26/96 / (513)770-4800 n I DRAVL•Yi KwDEe _ VER. 1DfA5 P.E X91513 ORAVN 8i• CEeIaT eo<POTRmn An rn FpAI,Rmed MW1Y Aj 101543.'-A/B IBC SLISSIC'RAISED PANEL EMBOSS®43 REV BATE —DESCRIPTION gD s, 24 W 21 OA w3 25 G4 2s GA nis 25(A n GA INS $HEE.T 2 DF 2 14 -- SQ RCYLSIOI HISTORY ON SHEET ONE, CLLPAT OrA 94 -- 72.75 15NL 190 76 761 VERTiCsI 1puB ATTACHMRJT f1Y00D FReM Blq 01 1; 11 4857,4r. /Rsc AasT 6RSF 2RST -- 3/8"x3'LAC SCREVS OV 24"CENTERS. 1-1 8 O.D.WASHER REQUIRED.LAG SCREWS MAY BE roxs 1 4e,48e 1 - COUNTERSUNK(BUT NOT REQUIRED)TO PROVIDE A RUSH MOUNTING SURFACE HORIZONTAL JAMBS 90Ri Pall Lam Pa¢L DO NOT TRANSFER LOAD. x-MODEL 4F IS RUSH YE6IlCEL J&dB ATTACHLCMT(SBO R OCK OR 7000 PSI MIN -ON RETE CO Lr�: CARRIAfd HOUSE'RaSLO PANEL[H3D35 0t>OPS 3/8"x3'SLEEVE ANCHOR BOLTS ON 17"CENTERS(2,000 PSI MIN.CONCRETE).WASHERS INCLUDED HaDns 25 CA 25 CA EDS 2$Ch D5 GA IACs WITH SLEEVE ANCHORS. cLLPnY Ens, mSSY, OR Sawn• ass aasv -- -- 1/4'x3'TAPCON SCREWS ON 14'CENTERS(2,000 PSI NIN. CONCRETE)OR a-CENTERS(C-90 •RNS"O_mTRr' AM ARSSV - -- BLOCK). 1"O.D.WASHERS REQUIRED WITH TTCONS. IDEAL ANCHORS MAY BE COUNTERSUNK(BUT NOT REQUIRED)TO PROVIDE A FLUSH MOUNTING SURFACE. ,,AGE mc=' EMsv - -- HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 9[itT PANTE LNO PANEL OTHER.IAMB CONFlG RAnONS:REFER TO DASMA TOS-161.A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTER14ATE FASTENERS AND/OR JAMB CONFIGURATIONS. PREPARATION OF JAMAS BY OTHERS JAMB CONFIGURATION 5EC110N G-C IMPACT RESISTANT ASSEUBLY OETNLS DRAWING 101593•A STOP NOIAANC 8Y DOOR INSTALLER(TO SUIT) SECTION 8-8 (IMPACT-RESISTANT GLAZING OPTION) 2x8 YELLOW PINE JAMB 20 GA MWNL GALV.STEEL ENO STILE 20 GA CALV.STEEL INTER.STILE 12 GA.GALV.STEM TRACK IB GA CALV. BRACKETS FASTENED TO WOOD JAMB-� - HINGE FASTENED S CENTER ovlara¢9TmumT -DTI- \ uO.LnrmosClYl ID IAC WITH ONE 5 16•x1-5 8 IAD,SCREW sNv-N.rmc 11ElAEEI rMAE rrm rrcal7. / / TO INTER.STILES \ PER TRACK BRACKET. ` SH(EE7 L'IEfAL/8" lfB DOUBLE HORQOHTAL TRACK l lOfOO°^1K rxonr 7u'ArL 7/18'1.0.ROUND PUSHNUT 2"GALV.STEEL TRACK FASTENED TO OP BRACKET FASNE.NER(ONE PER ROLLER). SCREWS. . arw 12 CA GALV.STEEL EL TRACK RA SPx'L7E sriuu9 14 GF.GALV.STEEL ROLLER HINGES FASTENED TO END (cam S1TEL_xm rte, BRACKETS.TRACK ATTACHED TO EACH C BRACKET WITH ONE 1/4.5/8'BOLT (4)STI1 EACH-SEL /TAPS/B"SHEET NEER.SCREWS AND I APAIY A66AM -� &NUT OR TWO 1/4'CIA.TENETS. -(4) 1/4'x3/4'SELF TAPPING SCREWS FETE END FDNGE. Cmu FMix.rH1 QA , 0-)1-.3 Awl AID 19 r11A[.rM fro)Fe.s/r�Prn DEAD ILxY!(sa¢rs. 2.10 BRL SHORT STEN STEEL ROLLER WITH DDC0 H07 AAFFE�nrcEY D LOW TAWiEHE a n9IS DOOR. M ORZO AL TRACK SUPPORT BY AGAR[a R'� STEEL OR NYLON LIRE HORIZONTAL iHACK SUPPORT BY DOOR INSTA1.1"(TO SN HA PACTORESISTANT ONSTRU.TION: DOOR wSTALLER(TO SUR) » DOORS OVER B TALL B'TALL DOORS AND UNDER SAID DORS B+O QA21M91 OR D09flS Miw OPBwU1 N Acr- mw gAT11R j 119CT-Iat45i/M.CPi1044 WLCFON-WU) rOLTCNiWMIt IRCMr FPME NO QANC 6 CE IpAY S1I137N AN APPR7VW CM PIASTC w ALCORGANIC MTIH 1ec 7(al. NOTE; THE DESIGN OF THE SUPPORTING STRUCTURAL 13 CA CMV.STEEL FLAG BRACKEr. /TEpADme 96DR AS9%ftY DISMLLED IN CO.ANIArCE WIN ns sECDON)RETS ELEMENTS SHALL BE THE RESPONSIBILITY OF THE ACHFASTENED TO WOOD JAMB WITH 13 GA GMV.STEEL RAG BRACKENr w LW R3wFeNTS OT THE r eULD01G COD[A4D nIODµBpUL gg (3)5/16-x1-5/8"LAG SCREWS. I EACH FASTENED TO WOOD JMAB WT111 ca9E eta�THE DPACT-REvm;r sEQU EIRNti 1 D9PtFR le rnc/ePROFESSIONAL OF RECORD FOR THE BUILDING OR 2.Guv MEL TRACK I (3)5/T6-LI-5/B-WOOD LAG SCREWSSTRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THE TRAGIC THICKNESS;A80'WIN.`s 30 DRAWING. '�' HAX TYP.2-1/2'x12 GA GALV.STEEL TRACK BRACKET. STNJDN2D ASSEMBLY DETNLS (s)Trual eRAncEls pER 51DE(Lm io 1D'wcH.s DRAWING 10 1 593-8 6 7TRAf7I BIMAO(E75 PER SIDE 1'TO 12'IDC71. dSTAALE BETWEEN RAG AND TOP TRACK 13RACK I rt NOT TO EXCEED 30'O.C. SECTION B-B (NON-IMPACT RESISTAILT GLAZING OPTION) a 24. a.R ti, 1 2'CAV.STEFl IIRACK. - (TYPR .L. Mw.TRACK n161WC55s.080' BAER FANS 1YIT11 R.C6—ON OULHAE SlH1FAfL t�j N• W 8-0 NOTE TWIT FROM IAA1C t5 YA4iNFLi THAN _O _ A`!Y NIT �• 24• 1Oe rzr NOTE.TUR DOORS OVER z TSP.2-1/rx12 GA.GALY.STEEL TRACK 1�T. (TVP mr.• ESTE 12'-G*IICt4,TRACK 31 (4)TRACK BRAOfE75 PER SIDE. R- 4D.InxG� o rro• CONFlCURARON SHALL NOT o Ira' Err EXCEED MAXIMUM SPACING uOLDID NSLDEJ I A 3-1/2• 'W PRONGED.CONSULT FACTORY UIE tau/4-PAN KM W£M • 1)'" ' 1f FOR MORE DUAL F I 10 501[76 Pa 1Rn• �, m r Ur NOTE-DOU�ACK 1_OW Imo' rM HEADROOM AVa ABIF_ STANDARD KNENALY COUST I.TON: WV �• 1"TRACK AVAIIM�AS - omvD D57 OR III=UKS NALAxr 9PR)IVL . SCYIA 0/9[165 Rl9mllrE OPBS OR LM]IE IP 2w m a2 nAsnC w A�rmAa TITIN uc/a - DESIGN LOADS:u T +30.0 PSF& -30.0 PSE. INC DOR[DDDR ASmLLY 96 w C [ TEST LOADS: +45.0 PSF-&-45.0-PSF.- WI11IM SGdN ms TIC 1CAD RODUROJ[Dlrld(NIS v TI[BDTM txnD1.G CEDE of wTB9vCICNIL --,_--- TELL':CEDE Rlr Ew FOR 00 TIE Em MSUORIT ANEU PRODUCT,LODE----.VIImLOA➢DANK. WAX.DOOR SITE - ISR1AVf R!»IIRIO>4r FOA MNDDDRE DFHits RCCOIIS I_Clopay SIS PANB:PAR-2F HI --_-- _ (AR olrmt IF FDCAW). LONG PANEL'PAI-2F15a._._._.. •--'W S T6'O'W x 1.6'0"H _ 0.�SCAIPTIOH _ _ DESIGN ENGINEM MARK PESTERITOD,P.E. 8585 DUKE BLVD. OA16 _ RJORDA P.E.148495, Building Products MASON,OH 4504E MODEL 73 75/84 94; I6'W +30/-30 PSF 1:38]2. CompOn (513)770-4800 1/26/96 _ �T,T tm� , 1ER• IF3TA5 P.E./91513 DRAWN BY a-M C9ry9.U. M NOW R.—d. MWW B_ '...,'.101593 AIB-J IBC FL©fillDD a p vQ1D U c7 lkPPIR0V/A\7 1529)7 s December 11, 2013 (revised 6/14/17) Evaluation Report for CloPay Building Products Company Sectional Garage Doors, WS through WS I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited laboratories as ,required by the relevanttflorida Administrative Rule, the engineering rational analyris;, .and the product drawings. The test reports are listed below. Assembly testing was I conducted by American Test Lab North Carolina and CBPC-ATC, Component testing wns conducted by HETI and ETC. For the doors'.1isted in Tables I through 8, Static Pressure Tests were conducted in accordance with TAS 202-1994,ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile impact and Cyclic Pressure Tests, were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM r-1996-2009 and ANSI/DASMA 115-2005,The prec;,;uros listed an the drawinqs are either direct results of these tests or results,obtained through engineering rational analysis based on actual tests. I have ,concluded that the sectional garage door designs listed below in Tables I through 7 are in compliance with .these High Velocity hurricane Zone test requirements of the Florida 'Building Cade,and therefore are qualified as impact-resistant assemblies (large missile 11TIpacL). TABLE 1, PAN-21-153: 101922-A-Rev�15_1 max. door size 16'0" x 16'0"; +32/-32 PSF (design load) 1,04710-A-RcvO3, max. door size 16'2'* x 16'0"; +36/-42 PSF (design load) TABLE 2: 'Drawings-for doors with -PAN-2F443: A-anum 104791-1(vvO5, max. -door size 1.6'2" x IWO"; +461-52 13.1;1- (design load) 104.121-ReVO4, max. door size 9'0" x 1G'O"; 4-So/-58 I-,Sl: (design 'load) 105109-A-RevO1, max. door size 18'0" x 3.6'0"; +25/-25 PSF (desion load) TABLE 3,_.Drswino5_(Or,d'o o_rq with M_ ' ct-Qod--(M PC).PAN -2FISG:. j01972-A--RVV15" =Ix. door size 1.6'0" x 160 +32/-32 dosign load) -A-ReV03. max. door size 16'2" " x 16'0 ; +3 104710 6/-42 PSF design 'load) 'ABLE 4' Derwin s fg_ or doors wifti�ar).QfatWing.Prod_uct Code (MPCI PANSP-2FI53. 3,04818-A-Rev01., max, door size 16'2" x 16'0"; +32/-37 PSF: (design load) ,TAE;LE.5,-Drawi!Ags for�doom with Manufacturing Product:CgIlle (MPQ PANSP-215156:. v6f, :mFwZ7 door 07c 16,2-- x 1.6-0-1 +32/-37 Pqr- jle%ignload) - Ing.Prod u.j5.t_q.gd c rA9LE,G--_Drnwin'95 fQr_doQ_r5_with*Manuracturl t_(MPC) D5115-IA3,73. 10491 0 9'0" x I- de 4-A-ReVOO max. door si7e 1;� �' ' sign' load) TALE Product Code MCLE 7- —.) PAN=2 r_+1 6; 105109-A-ReVOo, max.. door size 18'0" x 1 '0"*;-* +l5/-25 PSF (_des�59"fii To- ad) rit i::COPC�j 31211-A.G Erma un ION RNItou r+ott CS OPAY P.M1 MNr3'PRO(1VCr,COMPANY SIA;f for-JAI GARM.;r DooRs,w5• w8 TI�IBL>r.8_;vD_rayeing5-for doors with ManufacturingiProduct Code (MPC) SPO-ZF499: 104791-Rev05, max. door size 1G'2 ' x :I.6 0' ; �+•4G/-52 PSI' (design load) 104121-Rev04, max. door size 9'0" x 16'0"; -+-SO/-58 PSF (design load) For the doors in Tables 9 through 17, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 1O8-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests, l have concluded that the sectional garage door designs listed below In Tables 8 through 13 are in colt+pliance with these test requirements of the Florida Building Code. TAELL5-9 Drawings for doors with Manufacturing Product Code MPC PAN-2F1531 101922-I;-Irev15, max, door size 1G'0" x 1 '0"; +32 3?_ PSF ((clesi tIn 'load) 104710-0-Rev03, max. door Size 1G'2" x 1G'0"; -+-3G/-42 I)si (design load) TABZE O1 13rnwin s for dom-- wcttiring Product coda(MPC=)_RAN-.21-x,13: 105101-Rev00, max. door size 20'0" x 16'O-`'; +30/-32 PSF (design 'load) TABLE 11: Drawings fard�Qr�with Manufacturing i�rody�,t Gotle (MPC)_PAN-21- 56: 101922-I3-Rev15, mix. door size 16'0" x IW O"; +32/-32 PSF (design load) 104710-f3-Rev03, max. door size 16'2" x 16'0"; +36/-42 f1sr (design load) TABLE_22 Drawin0s for doors_w.itb...Manurp—Hiring 1?rodtrct CvsiC_.(MPC).P11NSi'-ZFt.53; 104818-0-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE 13: Qr,awings_for doors with Manuf��cturing Prociu_ct Code (MPC) PANSP-2i�1_.rir,.; 104818-B-RevOl, max.door si7_e 1,6rZ" x 16'0"; +32/-37 PSF (design load) TABLE 14;-C7rawiOgs far doors with anufacCurtng Product Co�MPC) DS F-1.1117.1: OhSZ�t-i3-Rev00, max, oor- si7.e 9`0" x 1.,C'0"; x•36/-44 PSF (design load) TABLE 1.S_D_rawings.for dgttr5 with Manufact`.ur.-ing_Product_Code_(MPC)PAN-217443: 105109--ti-RcvO1, mix. door size .1.8'0" x 16'0": •+-25/-25 V5F• (dcrs•ign 'load) TABLE 16: prawinc3s.for-�3oor5_w tf7_Ma,ntFf,4r�ti ring.l'rOcit+ct.Ct)tio.(Mi?C)__P1iN-?i=�i!}ti_:, 105109-0-Rev0l, max, door size 1810" x 16'O"; +25/-25 PSF (cies-ign load) TAB_i.E 17` Drawiinas for doors with Ma ifacturing Product Code (MPC) W-1 13899: 105116-Rev01, max. door size 18'0" x 8'0"; •+•32/-.36 PSF (design load) Test Reports: The following test reports are based on testing conducted by American Test Lab at their North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12 (1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13), 0102.01-13 (2/20/1.3). Those reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. The fallowing test reports are based on testing conducted by CBPC-ATC at their Mason testing facility (accredited by L-A-E3 for ASTM E330 and ANSI/DASMA 108 testing): CBPC-ATC 13-009 (6/25/13), 1.3-010 (6/25/13), 13-013 (4/29/13), 16-004 (4/4/16), 16-007 (5/1`6/16) . pnrt 2 Ur 6 FILL:C©PC,,,131211-A.6 Evr,/!A' G^^^�/ «»s There doors consist o| 2^ thick sbru| pan sections with min. 25 Oa. (0.019,) skins. The steel skin isatleast G40 DDS per ASTM A6S3' The maximum section height in 7]°' Those doors may Uavuoptional lnopaci'KusisiinLG|azing (Mo|6od). UpUm:a| impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. 'I lie following nnud6unrout |eosLstn/ch/nsUy cquivu|cnL Lu the icutcu| door: 848, 94, 98, 73, 75, 1500, 190, 4RSl, 4F, 4RSp, GQST, 6RSF, 48, 4813, 42, 4213, 55, 55S, GDSS, GD5S\, GR5S, GR5SV, 8RSS, ARSSV, EDSS, EUS£V. Not )If models may be shown on u given drawing. �Z[]£:�, These doors consist o[2^ thick steel pan doors with min. 24 ga, (0.022") outer nkfns. The steel skin is at least G40 per ASTM AGS]. The nmox}munn sccGon height is 21°. The sections may have EPS foam insulation inserted into the pan cavity. The ro||ow/ng mnode/sare uc least Structurally equivalent to tile tesiud door., 84A, 94, 41:, 4RST, 4RSF, 48, 486. Not all models may be shown on n given drawing. These doors consist oy2^ thick steel pan doors with min. 24 ga. (0.022") ouLur skins, The sL8o[ -skin /stit least G4Uper AsTMA8S3. Tllgnoaxinnurnsection height i; 24", The sections may have EPS foam insulation inserted into the pan cavity. These doors may have opUm`o/ finnpact-Rudxtant G/odog (Aluminum), (}pUono| Impact.. Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following rnudo|sare at ]cast structurally eqi/ivo|enttu the tested door: G4S, GSA, GD4S, GR45, G4S\\ GS4V, GD45V, GR4S\\ E4S, 6D4S' E4SV, ED43V, MR4S, SS4' ' AR4S/ MR4S\( SS4V, AR4SV. Not all models may boshown onogiven drawing. ��on'�V��nnrswithMPC-1?A_&2EL5j�| These doors consist o[2" thick steel pan sections with nnin. ZSgu. (8.U]9^) skins. The steel skin�isaLfeast'G4UD'DSperASTM A653. Sections may have 1'S/15^ 1nyoiaUmw'captured III the cavity u[the pan cucUon' The maximum sucUonheight i�; 21°. Thefollowing models are at least structurally equivalent to [he tested door: 76, 75L, 2RST, 76V. Not nUmnodo�s nnoy be shown un o given drawing. Product'C!nocripdonfor UVnrswiUh'M[�C__P8N5P-2FJ��� These doors consist o[2°thick steel pan sections with min. 2S ya, (0.01.0") skins. The steel skin isatleast G4ODDSper ASTM A653, Sections may have 1-5/16" iosu|aNun cap$uwud in O`acavity or Ulu pan section. The nooXhnvmm SacUon |`eig|`L |y 2J."'. These doors may have optional Impact-Resistant Glazing In,either the top section or chonoxc-co'Mhu'Lop sucUun' OpUuno) Jcnpact'RcsbLonC Glazing is a one-piece injection�molded front frame andglazing. The following models are at least strVcturG||y - | |ent.todhotestuddpor: 73SP, 15GP, GD5SSP, QDS5-PV. Notol( nnode},; may hu shown onmgiven drawing. pmw3u"6 oLc:Capc /3/211+A.6 GARAGr These doors consist n[2^ thick steel pan sections with min. 2Syo. (U.Ol9°) skins. The steel skin is at least G40DDS per ASTM AO53. Sections may have I-5/l6" insulation captured in the cavity or the pan rection.The mox|rnnrn section height is 21". These doors may have optional Impact-Resistant Glazing In either the top section or the ncxi~to~t6c-hop !,ccdon' Optional Impact-Resistant Glazing is n one-piece injection-molded front harneand glazing. The following models are at least structurally equivalent to the tested door: 76GP, 76VSP, NotoU models may be shown on a given dna�*Jng^ Pr��(� k�1J�[-d Thosedoors consist oy1-3/8"double-skin insulated sections with an EPS core laminated toboth skins. Both inner and outer skins are min. 27gn. (O.Ul6") G4ODDS per ASTM AG53. The maximum section height is 21". The following models are uLleast structurally equivalent tothe tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62, 62G, 62LG, 6130, 65, 65G, 6131, 64, 64G, 6133, I35, 8OP38, 136, SFL38, 134/ SRP-36. Not all models may bo shown on a given drawing. Pru RCDSIU-IJF4ZI: These doors consist m[2"doob/o-skin |nsu/atod sections with polyurethane . Insulation fomrned in place between both skins. Both inner and outer skins are mill. 27 Om' (0'016,) G40 DDS per ASTM A653' The maxirnvn` section height is 24". The!,(.' doors may have opUona| lnmpact-RceiobantG|ozing (Aluminum). Optional Impact- Resistant Glazing isaoaluminum front frame and aseparate polycarbonate glazing. The following models are atleast structurally equivalent tothe tested door; GD2SU, GRISt/, [;D21LU, GR2LV, AR2GU, AR2UJ, ED25U, ED2LU, 9202, HDPC20, 7202, 8202, MFC68CU/ 9205, HDPKZO, MFR68U, 7205, 8205. Not all models may be shown un o given drawing. Thecc doors consist o[2"duub|o~5k|o inuu|oCm6 sections with an EPS core /arn/notod to both skins. Both Inner and outer skins are min. 27 ga. /O.0 6G40 per ,ASTM A653, The maximum section height 1.9 24". Those doors may have optional Impact-Resistant Glazing (A(unn|nunn}. Optional Impact-Resistant Glazing Is nn aluminum rrontframe and n separate polycarbonate glazing. The following models are atleast gCructUnmUy equivalent to the tested door: GD2SP, GK2SP, GD2LP, GULP, AR2SP, &R2LP, ED2SP, EOZLP, 4302, HDGC' 6202, NFC68, 4305, HDGR, MFR68, 6285, SFQG0. Not all models may boshown unagiven drawing. Product Drsc.cipUon.[ordnozc���hM����P[l���9��| These doors consist ofZ~ thick steel pan doors with min. 24 ga. (0.022") outer The steel skin isatleast G4OpurASTM /\653. The n`axinnom section height ix 24~' The sections may have decorative overlays. The following models are at least structurally equivalent to the tested door: GHnn, GHDnn, GHRxon, SPqn, CPVnn, SMnn where^nn^ nzpresenlLsUheConfiguration o[the overlays. Not all models may beshown amagiven drawing. ,w^'"!w6 nu` cn11C.0121z'x.o r-,f,OUAII(Irl RfMITT MR 00PAYVAJI:()jjj(;Pj10t)u(:F'*,C0T,1PANYSrCII0PJAI GAHA(31 DW111f.,WS—WS Prod ret jD.�!s;;r.1pti'onfo . W:-1899:. These doors consist or 1-9/16" wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height Is 28". These doors may have optional Glazing. Optional Glazing is not Impact resistant. The following models-are at least structurally equivalent to the tested door: RHxx, where "Yy" represents,the configuration of the cladding arid overlays. Not all model-,; may be shown .on.a given drawing. Product'Description for dP ors-WILMPC PAN-2f-_446. These doors consist of 2" thick steel pan cloors with min. 24 ga. (0.022") 01.1tur skins. 'rhe steel skin.is at least G40 per ASTM A653. The maximum section height is 24".The sections may have EPS foam insulation inserted into the pan cavity. These ,doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. Tho following modals are atleast structurally equivalent to the tested door: G4L, GI_4, GD4L, GR44,,G4LV, GL4V, GD4LV, GR4LV, E4L, ED4L, ,E4LV, E1341_V, MR4L, SL4,AR4L, MR4LV, SLAV, AR4LV. Not all rnodels may be shown on a given drawing. )rnpa5,t RcsiStDr)t_r;,!a7in _,(Motdg0);. Thr;-optional impact resistant glazing Is all injection-.molded polycarbonate front a frame and glazing (GE LeXAN SLX2432T) that is an approved C1 plastic in accordance ccord,nce with testing required bV the Code. Approval based on review of the following to-qu;: 1-15TI-06-A002 AS-IM G155., HETI-06-T.566 ASTM D638 (before); HETI-06-T634 ASTM D639 (after); E-TC-06-1-02-4-17196.-0 ASTM D2813, ASTM D635, ASTM D1929, Impact Roc:I'Aanl:_GIaVIng (AIUMIUVM): The optional impact resistant glazing is an aluminum front frame and a separate prilycarborinte glazing that is an (approved C1 plastic in accordance with t0q. ing required,by the Code. Approved polycarbonate materials. are Sabic IP Lexan 9034 (versions also approved- MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved., SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-060S.0S (Bayer, exp. Um.1tations;, The drawings) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. lambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of thesupporting structural elements shall be the responsibility of the professional or record for the building or structure and in accordance with current building codes for the loads listed oil the drawing(s) referenced above. PAm 5 up 6 rttr-: CrJPC_131211�A.6 EvAtum o���5—W,3 Installation requirements per the relevant Florida Administrative Rule, including mttachnnonts, are detailed on Lhcdrom/|ng(s) listed abuvo. Installation must bo it) accordance with manufacturer's installation instructions and must beaoshown onthe drawing(s) listed above. The M.111LIfilCtUrer's licensed design professional listed on the drom/i/\g($)hosreviewed the otiachrnmntdetails and (notu||nUon requirements.Signature: J,/ mnovr� 10 Scott Hat rmon, P�C.Florida P. E. No. 63286 -53 S TATE 017 41 r^�, CuPC_u1uuAo