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HomeMy WebLinkAboutProduct Approval 4 32_ 1 ___...._ ......... MODELS Si{ORT LONG NDP.ELS FLUS)! GROOVED. SrIEET' REVISIONS CLDPf�Y '1 OF REV NO rZONE', GArF'- c6N tvD. ri:'F>VDi DESC•+IP I'ION GALLERY , CiF:2SP GU2LF', Cx 21.F' I C OPAY CLASSIC 4302, HPGC 43D1, N7£iR� _ G52/2r/14 SH ADDED EMBED'Etdt REQUiF.EMEtiT. ARTISTRY AR2SP AR LP HDLI•fES:CLASSIC G202 b2D5 IDEAL ED2SP cD?LP IDEAL CLASSIC MFC68 SFR68; 14FR68 Ft _..EXPRESSILINS OPTIONAL GLAZING MAY Dr. STANDARD (DSB OR BETTER) J OR IMPACT RESI�IANT GLAZING. MAXIMUM G.AZNG SIZE {)LO) IS 33-'Sf2'x33 GLAZING MAY SC SHORT-PANEL (SHOWaR LONG-PANEL(NOT SHOWN), SEE ISECT101,1 B-8 ON SHEET 2.FOR DETAILS_ GLAZING MAY BE INSTALLED ,N TOP SECTION (SHOVON) OR INTERMEDIATE SECTION (NOT SHOWN). ........... ...... H WN).... _ _..._ _._.__.._ DOOR HEIGHT .0 Uf a OF U,-BARS UP : SECTIONS 1 Jt 41 f I( � f.'VsEW B. SEE END HINGE L€R TO ('0' 3 4 .t< t t^' ff �o A'3• TO 30 4 I 5 6 ( i8 B _..............W.. 1 10'3' TO 1P Q 6 7 ..._ 112'3' 7U 140 7 B 1 - _--"I i ...;_ i�I,._ waMMti.i. I s_____ yl. . (� 14'3• TO IG'D' $ {.. 9 �I i i rr i i e r i 'I SEE INTERNED. HINGE ...... in yt II II tl II Iw iI tl- , I� i VIEW C. MAX SECTION ifl&ilH 24' I I`_ 11 I`^^ II I` -�'r_:I-r• t ® ` i ._;.,, ..:.. .__._....�..._.._,_._. ____ s_IDe BOLT LOCK '� ENOACE IN70 END ,// V::RTFLf. I RACK. 1 STILE. ONE LOCK ON rI 1 l t AT LOCKING .SIDE OF Sir. L_________- c _ CI INTO TRACK DOOR ITHIS DOOR MEETS OR EXCEEDS TME DESIGN LOADS FOR THE .0 __ IULTElb17 WIND SPEEDS LiSTEU BELOW ACCORDING TO TIiL I'LCWOA _moi-r- CUILOP-fG CODE OR THE INIFRNATIONAL etvum-"CODE(&n5E0 GN ---_ i NSIDE I t� ,LSCE7«10)FOR;HE FO{Oiht.'G.CONDI IOisS; 1)ENCLOSED I 1 t t 1 I 1 SUIL0ING 2) COOR ITA 1 OF'N9DTit€N SUILDIN S END 'ZONE.3) ` _ I I i ��i i�-- I i i� I� SNAP t ATC.N FttGAGES LOCK OPILOI� END ----- -- '--- ONTO VERTICAL TRACK ANY ROOF SC6PE,AND') •;,STING IN ACC-t�Rfa,Nf WITH _....,� _._ ...�.. ...._. STILE. ANS€/DASMA 108,, SITE SPEOF+C CALCULATIONS BY A OVALIFIED -- ----_---- CAC i DE i TCO ON DESIDN PROFESSIONAL MAY DIFFER. EACt'-SiDC GI''. OOt-x:/ p CPTIONP.L OUTSIDE KEYED J -��A U 'ULTIMATE WIND 155 160 170 ,DD 195 LOCK POSITION SPEED cnPro OUTSIDE �- ExPO5URE I MAX. DOOR SVITFL = g'-G• ,.) tiArJDl.f:.., LOCI: BAR D.C, D E, C, D H°C D;C B ENGAGES IN CATEGORY St+pR7 PANEL $1IOtNw OUTSIDE�� END I - - o Y:'1'ED ...TRACK ON MEAN Fmrr HEIGHT P5 15' 35' I5` 30' •/� STILE, MANOLL. I EACH SIDE --"'--`-'----' INSIDE HANDLE -OF DOOR. O::I;SIDE KYED LGCK wiTH ULITS'ID7;KaEDiOCK W}TN SNAP LATCH LOCK OPTION. LOCK 9Af'..-1 .1,,3j?�'G,', _...._ - ,�.� j #14x5/8*' SHEET RS MANN ACTUFING P3flDUCT CODE / MEAL SCREWS 'k T• tY� / o DSII-2F471 y €CS Of([NOA0 YS$.D 4} Ft 44 Q P" N. 3Z3/S ST O(f I1"t1 Tc 1� Ad2 {57J 4 F FKT fYC7: :tfA f STATE OF kl:{ ij4"x.i%4" SELF `...� a TAPPING SCREWS _ Jntess Sici Otnen_a Chipay Mason f)OHc4�Ot0 J! 1 WI?IDLDAD tZATING n'••T4 D p N 0 p. T01_ERANCES oru =u p Tcl No Se7-770 dE6) y / D P O��t�`ss•0 a t ,.�Cj`O o �i 0 ±.03i D I r ndtc:s c�nJ�"d._._...._Fe Nn 513-7 70 445.1 r^J __..... —._�_.. ifs /pNp4�gyp ' .00 dL.015 DESCRIPTION: GALLERY 2 EPS SINGLE CAR +38/-44 PSF 14 GA. CND HINGES 1A GA._€NffRM,° .,- _� _� LOIATF. H€NGf .000 m s.CQi IDRA'NN BY: fAtY DAII:: Sf7/99 SCALE: NTS ,p�Jg. .. rJOGO __._._..._,..._w..._._.._...._.__ Dr SIGN ENGINEER: V�v VIw C' Degrees n 11/2, +CF rCKED f3Y: -- DAT(: -.. SHF.ct I OF a SIZE . $CERT r•LORID "diLTON; P.E, Un'4s:.Stna OtnsHA NO.: ;039,54 - A/B VER: 1,9C° € 3 2 FtLOR910A [PRODUCT Al PPROOVAAL 1664,5 3 2 � 1 MODELS �.. StQRT LQN"� HQIIFI,. FLUSH GRQLILEL' SHL[.I Rf`gSIOM:i _ CLQPAT SSI 2 OF `i ftEV+ NO: ZONE: :IAIE: ECN NO: AAPVJ -�_.��-OESCRIP3tCN GALLERY GD?S£', uR2SP GD2LP, GR2LP CLQPAY CLASSIC 936P; HDGC 934 HDGR ... ._ 05 - -��I EE REVISION f+tSTORY Om SHUT ONE. /RTITRY. ,^ .„„.ap2SA Ais.%L.P HQt.MrS CLASSIC 602 F?Oa -- IDcP i<P_4ESSiQNS ED2SP ET1._I.P IDEAL CLASSIC M.-00 SFR68, MFR68 _ _ D D 1 I lMPACT-•RESIS'fAN'f” CONSi'RUGTION: ASSEMBLYSTANDARD CONSIFiUCLiON: SOLID DOORS (NO GLAZING)OR DOORS W11H-OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DS8 OR'1/8”ACYRLIC LITE$AVI AJLE.OPTIONAL ACRYLIC Ce.AZING IS IMPACT-RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMIBLY CO;tiSISIS OF ALUMINUM PLASKOLITE OPIIX OR LUCITE CP APPROVED CC2 PLASHC 1N ACCORDANCE WITH t8C/FSC FRONT FRAME AND SASIC IP LEXAN,9C34 (VERSIONS ALSO APPROVED. MR+O, 90.40, 2605. 9031$, 90116, 90317, 90371, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WIIH THIS SECTION MEETS THE Ai;50 APPROVED: SL,.ARI t5)i APPROVED CCJ PUiSTICS IN ACCGRDA4;C.E WITH IBC/FBC WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE.OR INTERNATIONAL 3UIL DIN 2606 AND AN,APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612.. CODE 13UT QQ-'_S NDT MEET THE. IMPACT RESISTANT REQUIREMENT FOR 'NIND80HNE DEBRIS 711E ENTIRE DOOR ASSEMBLY INSTALLED.NJCOMPLIANCE'WITH THIS SECTION MEETS TfIE RECONS (REF. cHAPTER 16 FBC/'BG). WIND LOAD REOUIREMENTS OF THE FLOR€DA.(3UILO:NG.CODE AND 1,MIERNATIONAL-EU!CL'4NG CODE AND IS LARGE.- AND SNWL-VISSILE !MPrCT RESISTANT. SECTION 19-13 (NON-IMPACT RESISTANT GLA7ING OPTION) c SECTIONE3_S (livfPACT_f Si ST;4NT LAZING QPT10N). c FRONT FRAME.WITH U.V. COATING ON OUTSIDE I SURFACE. NOTE THAT STANDARD FRAME IS INNISULATED DOOR SFCTIOIL NARROWER HAI�INPAC'+ RESISTANI FRAME, i DECORATIVE FACADE:- •- J+ II EX3ERIOR OF DOOR,. I SELF-DAPPING SCREWS. 11 it 2.75' .....____.._. INTERIOR OF DOOR, 1 .GLAZING,_ \\ MOLDED ;NSIDE J. 3x3/4" PA.1 HEAD SCREW. yyy��� RETAINER, LITE-RETkNER. r p (12) $8r18 x 1/2" ALUMINUM FRAMr B SELF-TAPPING SCREWS. LD 1/4` TNICX POLYCAR80NATE-/ GLAZUNG. IMPACT-RESISTANT ASSEMBLY _DETAILS, STANDARD ASSEMBLY DETAILS DRAWING 703954-A DRAWING 103954-B ,`11��tttttt,' ,�. 0'I I �:cUG•V�GENSCC,'OiL?� 4ANUFACTURING PRODCU DE CE *r• Bre/ * DST; 1F471___ DESIGN.LOADS +38.0 P S.F. °u. -4 C P.S.F_ PART NO !./A i3lr. .T � TEST LOADS t 57.0 P F & -66.0 P.S.F. A I^7J 1 STA is OF .�+` UWu St.W olh-t;e 8;85 Cwke Bad!cmd t! ' , opay 1l;;nn,ON 4504)US; INDLOAD Rn 11NC; G�a•.R� O?;;�,� TOLERANCES cIc Tel tw 3-770-4SCD t. n p Q i�Fs O R 1 C?�O .0 t.03i BurcFn�P+W�xls CeA,tuet. Fo N 513779-6853_.._ V`I 6 d..>I i.J A1�1GlN,,` I .OLpo IQ 2,p69 DESC°IPT10`J; GALLERY 12 EPS SINGLE CAR a.58/-44 PSF q .__......._......_._ 0000 ODt DRAWN BY MW I QATE; 9/7/@6 SCALL NTS Dl4'G.^ DESIGN I KINCER; oee m t 1/z E: tI cCP.E. CHECKED BY -- BATE: DET HA IIL Ott PE6"­SGIS4 LI,fP,,._,: tt, ...,......_....W.- t4oN5 Glh ' . 99:E . .; 0 A/D 4 _ 3 1 G L-ORM,d POO DDC T AP I«SMOG' I 4. 3 21 MODELS SHORT LONG MODELS F,USH GREOVED S ESTI REVISIONS CLDPAY, GDr?SP, G92SP GD-LP, CLOFAY CLASSIC a30' tfDGC 4305, HDGR 3 �F k REV. D:0,1 ZONE`. DATE: ECN NO:�AF'PVD: _ OJCRIP€ION GALLERY ....._,.._._. t 'XPHRIDD�L$N$ISDtaS .EARD2.SSP1I AR2LP I 1 -. CLASSIC �6202 6205_. 05 f �� -� N HISTORYON SHEET OE. A T ST Y Z THICK ED2LP SLJCOVE FILLED CHANNEL SEPARATES �LL1 -_ ._..._ D FRONT AND BACK SKIN OF b06R. 3".TALL. 50 KSI U-BAR 20 GA..GALV. STEEL. -•1, 5° THIrk, 1# DEI'S;tiTY' EXPANDED'POLYSTYRENE ~� 3" - FOAM iNSU!ATOJa tJOJINATED ''��r5�,,�.�t� TO BOTH EXTERIOR tiffD VERNCAI JAMB ATTACHI'-NJ-lM1yQQ0 FRAME BUILDINC51: 1-7/8" ') INTERIOR SKINS 3%8'.3 LAG SCREWS (1-1/2EMBED) ON 24" CENTERS. 1-1/8" C.D. WASHER REQUIRED, o LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO.PROVIDE A FLUSH MOUNVNG f SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD, ,.., 12 ^-A. GALV. STEEL TDP — VFRTJCAL JAM9 ATTACHl.4FttT (C 00 HLOG F 2 Qy6 PSI MIN. C.O:dGR Tr .0 UMM: ROLLER BRACKET. EACH 3/8'x3- SLEEVE ANCHOR BOLE ON TJ-1/2' EMBED), 22" CENTERS (2,000 PSI MIN. 27 GA. MIN. STEEL GALV MEMOIR SKIN "--- � BRACKET ATTACHED SMITH BAKED ON PRIMER.AND A. _ �1... #146/8' SHEET META; ( CONCRETE)- WASHERS IN IA)DED WITH. SLEEVE ANCHORS. GAKED-ON POLYESTER PAINTED T6P COAT. )✓: �- SCREWS. 1OR. 1/4".3 TAPCOP: SCREWS (1-1/2 E1AE3r0) ON 19 CENTERS (2000 PSI MIN CONCRETE) f-TONGUE ANO CRPOVE JOINTS: OR 16"CFNIFRS (C-90 BLOCK) 1 O.O.'WASHERS R QL'IREC WITH -AFCONS I / ANCHORS MAY BE COUNT"t:RSUNK (HUT NOT REQUIRED) TO PRCrIDE A FLUSH MOUNTING t f 14 GA. GALV. STEEL ROLLER SURFACE, HORIZOATAL.JAMBS 00 NOT TRANSFER LOAD, II14GE EACII FASTENED TO END c STILES W/(4) #14,x5/8° SHEET UTHER IAR1L1�!`;QI,iF,I.I„+^UP�7'IONS: REFER TO DASMA TDS-161. A LJCEN5E0 UE51GN PETAL SCREWS AND (a) 1/4'X3/4 PROFES510Ntf_.MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR Jh1!9 '� � $ALF TAPP:PCG SCREWS COI`MURAiFONS: �.) PREPARATION OF 46MB5 PY OTHERS V 3'TALL x 20 GA. GALV. STEFL, NDTE: THE DESIG% OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL U-BAR, ONE PER DOOR BE THE RESPONSIBILITY OF THE. PROFES516NAL OF RECORD FOR THE SECTION, EXCEPT TWO ON ' BUILDING OR STRUCTURE AND IN ACCORDANCE.. MTH CURRENT BUILDING - BOTTOM.SECTION. ATTACHED CODES FOR THE LOADS LISTED ON THIS"DRAWING. WITH (2) 1/4"x3/4" SELF •""-. TAPPING `"CREWS AT EACH FINSGE LOCATION. J B 27 GA. STEEL GALV, INTERIOR SKIN WITH A BAKED-ON PRIMER AND A t_Y` BAKED-OR POLYESTER PAINTED TOP COAT, 13 GA, GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) Y140/3'� SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. a�4�T1t�HArr1TU ...EGT(QN7 A-A (SIDE VIES_y) 14 *J• NO 63 $6 /'.*!r MANIJFACTURJHn PFLIDLIF,T MRZ DSIC-IF47I OFa1GN LOADS +38.0 flS.F. & , 44.0 P.S.F A b' �` !a •� TESTLOADS +57,0'P.SF. &--66:0 P.S.F. PART NCD„ N/A STA E OF 4U • T�v sln,-a om Lse —(1 M..3S U"e flaafeva'4 WINDLQAD RAT€h°G I^�j�'C�•••T Q• Ca� TOLERANCES e«. �.ClQpay 09pn OH S}£30 USA �(- T¢! n 513-NO-4600 ` D ��r VA�i�tCs O R 1�. GO`, .q .. t.nix 6 k:m.7 PlaO;c!s Gar cn9 Fa.1 No 513-7I0-.4853 �N '1 YF71J 1Af 113111. .0E0 = t.ODS DESCRsPTION GALLERY 1 EPS cSENGLE CAR +38/-44 PSF 00 t.015 .n cm �. :E.601 D:2A'n'^a BY, I+,+ DATE: .J/7/9S M%-E. NTS D'.YG. DESIGN E'NGdNEER: Degrees = i1/2' (CHECKED 3Y: -- DATE: -- SHEET 3 OF 4 SIZE SC01T JIAMILTON; P,F_• v—stnt�a ot�ervr.:e F! f I_CQ4 E Nq, 632kG _...................._ .__.._. DmENo01,ti5 ARE t IHM DING. NC..: 103954 - A/B VER; ISC. 2 F L 0 D A GAG' C)DUC T A[F-TRONAL I S'0546 4 1 --. �._........_ St EE MODELS SiiriRT LONG MODELS FLUSH GRIOVEP T` REVISIONS - CLDPAY OF 4 V. NO. ZONE: (.VAT E: ECN NO, APFVO Z7ES'Cf2iFTI0N RE GALLERY GD2SP, GRZSP I GD2L.F; GR2LP CLOPAY CLASSIC 4302, HDGC 4x05 r:DGR t I -.--- HOLMES SEE REVISION HISTORY ON StIEET ONE., AR2SP ARTISTPY { AR$I_F' HOLM'c5 CLASSIC E202 E205 _ 1DE i.. ..._....._._. ED2SP EDIELP IDEAL CLASSIC MFC,68 SFC268;h;F"ftGF3 ._._._........".... D D L C.OUNIERSALr4CE SYST£IA ,.AA;SR CONitCT1f2ATI0N. 2"i'WK T;•3NFIrIJR4TIp_N, F10. ii-.._,_ H^vRiFOMTAL TRACK: IUL fEAG 8FACXFT ATTzCHwD TO DOOR St,FP'T DY'DOOR (}5(?4^K. I 5/8 LIG- CREW$ HEIG4T L INSTALIER(TO SUIT). CK YtRH(?) t/4 RIVETS. 21x6 SYP VILOD JANIE SEE OPTIONAL STOP MOULDING BY INSTALLER (TO SUIS). DART£;TRACK CONFIGURATIONu 8" Yi JAN!D FP.F.PARAT10ty 7,107E ^�: /(— 78 GA CtiLV. $TEE£CIsD STaE.ABOVE THE.DOR+JFENI'{G D(iES i G NTE JO'O.C. "� (N01:.FFECr TH W,ND LCAD ..R,"'. ''yl�RATING O THIS DOOR: LV. STEEL TRACK.K TF11C><NES$:0,883 4�".10e� 2-I/2 % S,a C4 GA V. STEEL-- 62-:W u t 10' 117" TRACK 0ACK'ESS TaS�EwED TO I 0•_G� Y7400 J"Y8S wt?N 5J4 % 1-5/E" --7/IV',LD. ROUND \ t&Ch.C+7LV STEEL CENTER RWSE Iii' Lr., SCREBS. % PUSH NUT I FAST NEI?TO SECTION W/(4)EACH t)I'-g'j3p' l t'ASTLNER, #14.5/8-SHEET METAL SCREWS, i 38"22" IYP. ? 1/2"X 17 A GALT, t 3? C1 { z. STEEL TRACK P.RACKEi5, T2 ¢'„IAZ to CA GALV.STEEL ROLIFR HINGES FASTENE Ta'r.WD STiLi:S N/(41 tA„H t4z5/8” AITACNED 70 JAHB WITH(1) IS 0 48' SHEET METAL WIEWS AND(1) 114"'SELF TAPPING aCR(=h'S PER ,ND Fi rN'E. //- 5/18.1 ,-&/8' LAG SCREW PER 13 s' 2"GALV STEEL TRACY.FASTENED TO TRACK BRACKET. 14_O_ 12 CA GALV STEEL TRACK SRACKETS I WITH EITHER(2)'174".DtA RIVE-IS,OR i-2"0'A. SNOfl7' STEM �0-Cull STEEL ROLLER>iil 1 STEEL OR I�:LGrI 'ME, To" TS'-0"1'72" (1) 1/4"X 5/r3'DOLT @ NUT PER TRACK BRACKET_ SFCTICN C-r ... ,(?LT.E,I�A;D',q,IyQJJ_Q}W,IFQ,' iY OTHEhS. LHP...BRACRET(2-1/2"a 5-3/4"x 1204 ATTACHED WITr1'(2) 1(4-z 3/4"SELF TAPING SCREWS. 3" TRACK IS AI Sb,AV/11LABLE. LM9E r1 t iK w I<tW HFA7i(};QNA ifA DFTSDtJ (AVAIL,'FORDOTH'2"AND 3"TRACK) u`OI39LE!ipRSZ.NTAL TRACiC: o B. i�ic rrr HA1dj4 �+�*.�• NO / *r MANUFACTURING FRUDUCi CfICE Jr s..r_E- 1F47i DESIGN,'LOADS; •1.36.0 PSt' do 44 O PS,F FAj2f 110.: N/A A "0% 2;�J Q TET LOApS; i,.g�.0 P s F 56 o P 5 F. lit x_\ �'. STA E OF ul� U� ' StcW Ott:—in (=n'Onra -8585 Dur BDu!ewrrdd `,f WINDLOAD RAIUVG =(' L y f�^013T770451 VV DP 3.8 c : TOLERANCES o, %c<S•�O E�1 Q. ��,�� .0 - &.0,31 InESCWTIOW -!ri..00 = .r.015, 1.005 CAL LF�tY < FPS SINGLE CAR +!8/-44 F;F ONC U _ 0000 1 COt U>2AlICJ BY: MW JA E 9/�/n5 S..A � NTS , PESJCN GNGTr\EER D-9"" = 1/2 4 SCOTT �AMI TON �F U i a t�wn tntICCKCU ryY OAt. .,13E T OF 4 53i_E ^. FnLUPtl�A_Ltt TJSt;. t•o. 63288 _._.�_ D�Erv. �+>na[IW S4L1._ �DYsG NO, 103954 AIS.. L {' IF'S Florida Building Code Online Page 1 of 5 g tit FE0 f �p+jMof BCIS Home Log In 1 User Registration i Hot Topics.j Submit Surcharge Stats&Facts ! Publications i FBC Staff € BCIS Site Map Unix Search Busines Professi�,1 ' Product Approval USER:Public User Regulation i Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detall I' n� FL# FL16546-R4 Application Type Revision Code Version 2014 Application Status Approved Comments' Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 6585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door 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 developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler ® Validation Checklist-Hardcopy Received Certificate of Independence FL16546 R4 COT Certification of Independence of Validatiq I�E.,Lilti,,tyr_ Gary Pfuehler.ndf FL16546 R4 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 10/2/2015 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval-Method Method 1 Option D Date Submitted 03/06/2015 Date Validated 03/25/2015 Date Pending FBC Approval 03/29/2015 Date Approved 06/22/2015 Date Revised 08/31/2015 Summary of Products Go to Page Page 2 2 FL# Mod el,Number or Name Description 16546.21 21 W8-16 DSIU-1F471:GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga.min.; GR2SU,GD2LU,GR2LU,AR2SU, Interior skin 27 ga.min.)Double-Car(9'2"to 167'wide) AR2LU,ED2SU,ED2LU,9202, WINDCOD.E@ W8 Garage Door with Optional Impact- HDPC20,7202,8202,MFC68U, Resistant Lites 9205,HDPR20,7205,8205, ,MFR68U Limits of Use Installation Instructions Approved for use in HVHZ.Yes FL16546 R4 II 104922-Rev04,od Approved for use outside HVHZ-Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+46 PSF/-52 PSF Evaluation Reports Other:Max,Wind Speed(V-ult): 170 MPH.Solid doors(no Fl-. 546 R4 AE CBPC 1412.19-13-ndf glazing)or doors with optional Impact-resistant glazing are Created by Independent Third Party: No impact-resistant(large missile impact). 16546.22 22 W8-09 PAN-2F443: GD4S, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single- GR4S,ED4S,AR4S Car(up to 9'0"wide)WINDCODE0 WS Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fj,jfi5 16_B4jf I04121. �Vf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+50 PSF/-58 PSF Evaluation Reports Other:Max.Wind Speed(V-ult): 170 MPH.Solid doors(no FI.16 46 R4 AE_CBPC 131211-A. glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party:No Impact-resistant(large missile impact). 16546.23 23 W6-16 DSIE-11`471:GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga.min.)Double-Car(97'to 16'2n wide) AR2LP,ED2SP,ED2LP,4302, WINDCODEO W6 Garage Door with Optional Impact- HDGC,6202,MFC68,4305,HDGR, Resistant Lites 6205,SFR68,MFR68 Limits of Use Installation Instrucitions Approved for use In HVHZ:Yes FLI.654§' R4Il.104785-A-RevO3-sioned,rldf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other.Max,Wind Speed(V-ult): 170 MPH.Solid doors.or FLI 546 R4 AE Cf3_PC 141219-B.I?d doors with optional Impact-resistant glazing are Impact- Created by Independent Third Party; No resistant(large missile impact). I 16546.24 24 W6-16 DSIE-1F471:GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; GR2SP,GD21_P,GR2I_P,AR2SP, interior skin 27 ga.'min.)Double-Car(9'2"to 16'2"wide) AR&P,ED2SP,ED2LP,4302, WINDCODE8 W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R4 II 1047 5-B-Rev03-sjQned.pd Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant-,No Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load JF_1(15�46AE AE �1411 ��d requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris regions. I http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqvoau2w%2bnF... 10/2/2015 Florida Building Code Online Page 3 of 5 16546.25 25 WB-16 DSIE-SF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) AR21_13,ED2SP,ED2LP,4302, WINDCODE@ W8 Garage Door with Optional Impact- HDGC,6202,MFC68,4305,HDGR, Resistant Lites 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R4 II 104786-Rev04-signed.0 Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+46 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16546 R4 AE CBPC 141219-B.odf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile Impact). 165'46:26s X i ' 26W6-Q9 DSIE=1F471': GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; •GR2SPg(jD2LP,vGR2LP,AR2SP, Interior skin 27 ga.min.)Single-Car(up to 9'0"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODEO W6 Garage Door with Optional Impact- HDGC,6202,MFC68,4305,HDGR, Resistant Lites 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R4 II 103954-A-RevOS-sianed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+38 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16546 R4 AE CBPC 141219-B.odF doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16546.27 27 W6-09 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.; GR2SP,GD21_P,GR21_P,AR2SP, interior skin 27 ga.min.)Single-Car(up to 9'0"wide) AR21_P,ED2SP,ED2LP,4302, WINDCODEO W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No FL16546 R4 II 103954-B-Rev05-g ned.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16546 R4 AE CBPC 141219-B.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16546.28 28 W6-09 DSIUO-1M749:Canyon Double Skin Insulated Intellicore(exterior skin 27 ga.min.; Ridge/Glenmoor//Coachman/ interior skin 27ga. min.)with Overlay Single-Car(up to 9'0" Settlers/Affinity wide)WINDCODE@ W6 Garage Door with optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLI.6546 R4 II 104948-A-Rev00.adf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+38 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL 6546 R4 AE.. CBPC 141219-B,pd doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16546.29 29 W6-09 DSIUO-1M749:Canyon Double Skin Insulated Intellicore(exterior skin 27 ga.'min.; Ridge/Glenmoor//Coachman/ interior skin 27ga.min.)with Overlay Single-Car(up to 9'0" Settlers/Affinity wide)WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FIA6546 R4 II 1.04948-13-RevOO.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure:+38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16546 R4'AE CBPC 141219-B.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16546.30 30 W6-16 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga.min.; Ridge/Glenmoor//Coachman/ interior skin 27ga.min.)with Overlay Double-Car(9'2"to Settlers/Affinity 16'2"wide)WINDCODE@ W6 Garage Door with optional Impact-Resistant Utes. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16546 R4 II 104932-A-RevO2.odf Approved for use outside HVHZ:Yes Verified By:_Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+38 PSF/-42 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16546 R4 AE CBPC 141219-B.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile Impact). http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 10/2/2015 These Tables Are For GARAGE DOORS IN One and Two Family Dwellings Garage Doors Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B,C or D Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] ❑160 EXPOSURE B 9'x 7' Door =+26.7 -30.2 Ell 60 EXPOSURE B 16'x r Door =+25.6 -28.5 ❑960 EXPOSURE C 9'x 7' Door +•32.4 36.6.( story and max 15' 160 EXPid R-E C 16'X 7' Door =+31.0 34.5. mean roof height) Ell 60 EXPOSURE C 9'x 7' Door =+37.4 -42.3 (2 story and max 30' . Ell 60 EXPOSURE C 16'X 7' Door +35.9 -39.9 . mean roof height) ❑160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 .(1 story and max 15' 0160 EXPOSURE D 16'x T Door=+37.7 -41:2 mean roof height) ❑160 EXPOSURE D 9'x 7'Door=+44.3 -50.2 (2 story and max 30' ❑160 EXPOSURE D 16'x T Door=+42.5 -47.4 mean roof height) Ell 50 EXPOSURE B 9'x 7' Door =+22.8 -25.8 ❑150 EXPOSURE B 16'x 7' Door =+21.8 -24.3 ❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15' 171150 EXPOSURE C 16'x T Door=+26.4 -29.5 mean roof height ❑150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30' Ell 50 EXPOSURE C 16'x T Door=+30.6 -34.1 mean roof height) Ell 50 EXPOSURE D '9'x T Door =+33.6 -38.0 (1 story and max 15' El 150 EXPOSURE D 16'x7' Door =+32.1 -35.8 mean roof height) ❑150 EXPOSURE D 9'x T Door =+37.9 -42.9 . (2 story and max 30' ❑150 EXPOSURE D 16'x 7'Door =+36.2 -40.4 mean roof height) Notes: ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product-approvals available at the time of inspection. ■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must be impact resistant or shuttered) I Miami Dade N.O.A or Florida Product Approval