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HomeMy WebLinkAboutProduct Approval Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products Go to Page ', Page 1/3 0 0 FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(9'2"to 16'2"wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104724-A-Rev03-signed.Ddf 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 FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-1F171: 4300,4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(9'2"to 162"wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104724-B-Rev03-signed.pdf Approved for use outside HVHZ:Yes -V ri •1P Qc tt.Hamilton FL PE 63286 Impact Resistant: No Cre ate y indepen _ Design Pressure: +3 F Evaluation Reports Other: Doors. ,'k andard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.Ddf require a of the building code but DO NOT meet the Created by Independent Third Party: No im esistant requirement for windborne debris regions. 16107.3 03 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94,42,48, 42B,48B, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact-Resistant GD5S, GR5S,AR5S, ED5S Utes Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104710-A-Rev03-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: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH, Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No stant(large missile impact). 04 W6-16 PAN-2F153: 73, 75, 84A, ee a o 162"wide) 94,42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GD5S, GR5S,ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104710-B-Rev03-sianed.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.r)df requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48,48B, 4F, 4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions h'1 r Business & Professional R' + + Florida Departmentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links I Search I Busines Professi gal *Product Approval USER: Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16107-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 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 +1 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. - EFL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler Z Validation Checklist- Hardcopy Received Certificate of Independence FL16107 R8 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16107 R8 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.Ddf 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 Approved for use in HVHZ:Yes FL16107 R8 II 104753-A-Rev02-slaned.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 r 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 FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.6 06 W6-16 PAN-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48,48B, 4F, 4RST WINDCODE®W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104753-B-Rev02-signed.pdf 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 FL16107 R8 AE CBPC 121212-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.7 07 W6-18 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga, min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE@ W6 67, 67G, 68, SP200, SF200, SE200, Garage Door with Optional Impact-Resistant Lites 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104751-A-Rev02-signed.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 FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.8 08 W6-18 DSIE-11`171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE@ W6 67, 67G, 68, SP200, SF200, SE200, Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104751-B-Rev02-sioned.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/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.9 09 W6-18 DSIU-1F171: 9200, 9201, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4"to 18'2" wide WINDCODE®W6 7200, 7201, 7203, 8200, 8201, 8203 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104777-A-Rev02-signed.pdf 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 FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.10 10 W6-18 DSIU-11`171: 9200, 9201, Double-skin Insulated PUR(exterior skin 27 ga, min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4"to 187"wide WINDCODE®W6 7200, 7201, 7203, 8200, 8201, 8203 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104777-B-Rev02-signed.pdf 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 FL16107 R8 AE CBPC 121212-A.Pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.11 11 W6-18 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(16'4"to 18'2"wide) 94,42, 48, 42B,48B, 4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact-Resistant GD5S, GR5S, ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104761-A-Rev04-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.12 12 W6-18 PAN-21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(16'4"to 18'2"wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODE@ W6 Garage Door GD5S, GR5S, AR5S, ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104761-B-Rev04-sioned.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: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: Yes impact resistant requirement for windborne debris regions. 16107.13 13 W7-18 PAN-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) 164"to 18'2"wide WINDCODE® W7 48,48B, 4F, 4RST Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104762-Rev02-sioned.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: +41 PSF/-46 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.14 14 W8-16 DSIE-1F171: HDG, HDGL, Double-skin Insulated (exterior skin 27 ga. min.; interior skin 4300, 4310, 4301, 66, 66G, 67, 67G, 27 ga. min.) Double Car (9'2"to 16'2"wide) WINDCODE@ W8 68, 6200, 6201, 6203, SP200, Garage Door with Optional Impact-Resistant Lites SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104736-Rev03-signed.pdf 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 FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.15 15 W8-16 PAN-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double Car(9'2"to 16'2"wide) 48,48B, 4F, 4RST WINDCODE® W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104754-Rev02-sianed.Ddf 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/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.16 16 W8-18 DSIE-IF171: HDG, HDGL, Double-skin Insulated (exterior skin 27 ga. min.; interior skin HDGF, 4300, 4310,4301, 66, 66G, 27 ga. min.) Double Car(16'4"to 18'2"wide) WINDCODE@ 67, 67G, 68, 6200, 6201, 6203, W8 Garage Door with Optional Impact-Resistant Lites SP200, SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104752-Rev03 signed.Ddf 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/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.17 17 W8-16 DSIU-1F171: 9200, 9201, Double-skin Insulated PUP,(exterior skin 27 ga. min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) Double-Car(97"to 167'wide) 7200, 7201, 7203, 8200, 8201, 8203 WINDCODE® W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104778-Rev03-signed.Ddf 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 FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107,18 18 W8-18 DSIU-11`171: 9200, 9201, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODEO W8 7200, 7201, 7203, 8200, 8201, 8203 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104779-Rev02-sinned.pdf 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/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.19 19 W6-16 DSIE-117471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(97" to 16'2" wide) AR2LP, ED2SP, ED2LP, 4302, HDGC, WINDCODEO W6 Garage Door with Optional Impact-Resistant 6202, MFC68, 4305, HDGR, 6205, Lites SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104785-A-Rev03-signed.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 FL16107 R8 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.20 20 W6-16 DSIE-iF471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD21_13, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(9'2"to 167" wide) AR2LP, ED2SP, ED2LP, 4302, HDGC, WINDCODEO W6 Garage Door 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104785-B-Rev03-sioned.Ddf 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 FL16107 R8 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 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Product Approval Accepts: ® sccurit xrr,ucs i 4 2 1 'C ' LASSIC' RAISED PANEL ENpt3SS'DDpRS 'raRRiAGE HOUSE' RAISED PANEL £MG[.TSS DOORS SHEET, _ REVISIONS MODELS 24 GA 25 GA 25 GA _ 24 GA -- MODELS 25 GA 1 OF -1nEy. N0. 'LCWE; DATE: ECN N0: APPVD: DESCRIPTION A.IOPAY_ 84A, 94 73. 75 -76, 75L 92 CLOPAY 'GALLERY' GDSS, GR5S 63 a/24/Y3 - Sti ADDED LONG-PANEL OPTION. fW.AL4RST I 6RST _-RST 4's' t?f.Tl_MFS 'ARTISTRY' AR5S •- _ HDL: f 4 :CLASSIC' RAISED PANEL EMBOSS DOBRS 'CARRIAGE HOIJSE' RAISED PANEL F.MP.OSSDOORS SI'EET' REVISIONS � �-- MODEL s 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 2 OF 4RN N0. ZONE: DATE: ECN NO,IVF/D: DESCRIPTION CLCPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GDSS Gt_5S OttSE_- -• - - r REVISION HISTORY ON SHEET ONE. IDEAL -IRST ERST 2RST - -4F HOLMES 'ARTISTRY' a"5s ,� � HOLMES 148, ARP 42, 42F -- -- � [DEA!, 'CAt2"r.IAGE HOiJSE' ED5S SHOR- L11NT) FLUSH SF17RT PANEL I"•PI,CT-RESISTANT R Ll$j%JCTi N: STANDARD ASSEEABtY CONSTRUCTION: SOLID DOOaZS (NO GLAZING) OR DOORS %'IiTN OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSD OR 1/8•ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION--MOLOED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDAPICE Y1PtH ISS/r EC GLAZING 15 CE LEXAN SLX21,321,AN APPROVED CC[ PLASTIC IN ACCORTWICE %Y(-,H 2606, IBC/FBC 2605 AND AN APPROVED CT PLASTIC IN ACCORDANCE CtiTN F9C 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED 114 COMPLIANCE VATH THIS SECT'ON MEETS THE T!`,£ ENTIRE DOOR ASSEI4BLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REC EREMENTS OF THE FLORIDA BUQDING CODE. OR. INTERNATIONAL BUILDING WUND LOrtD REQUIREMENTS OF THE FLORIDA BUILDING CGDE.AND INTERNATIONAL i3L14DING CODE HUT 09.E5....h'4S MEET THE IMPACT RESISTANT RFOUREMENT FOR IN04DBORNE DEW?ei CODE AND 15 iA.RGE-AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REV,CI-IAIlrEFT IG FK/ICC). I S cTl�r; B-€ �It1PA_ T-RE^ISTAN' GLAZING D: f.Or` 4. .__. ot SECTION 8-8 (NON-IMPACT RESISTANT GI_A,%ING OPTION; FRUNI FRAME WTTH LIN. COATING ON OUTSIDE SIJREACE. NOTE THAT FRONT FRA1:E IS NARROWER 7IiAly wIP:dr-RESISTANT FRAME. OPT1O=L DECCRXI;vE /� ......i.E3 \ rtL;L7 UR:-OSE Y.1GH 60up-ArE 5Nl.P-I,Y INSERT.-\/ .�--(BETWEEN FRAME ANO FACADE). 1 ) I D'cCORATiYE FFGivT r-F ADE. G--1� � c~ {I \ GLAZING-1 �: t FeOLDEG INSIDE LlE RETAINER. ! —51RUCTUR:d,51i.:COf.'E SFhLANT8K3/M1' PAN I,FAP. SCREW J 1 ',SETtiEEN STEEL SKIN AND FRAME). (10 SCREIV5 PER LITE). *APACI'RC'_'•151ANi .J CFE-PicCE ItuECTiCN -P01.Y57YRENE RETAINER,^r`IE NEO TO F(zA`+is!Wk I� JEC rE<EXAN (10)06 . 314•'PAN HEAD 1AACHIN7. SCREWS. i V SiX24327 FR/,NT FRnaeE do CLAZ-G. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-8 — ..................... HAM/4 fe j ... �i ({ `.yG.��GENg�.Oy��I :'ANUFACTURING PRODU.T CCrE ~*�• N gSHORT PANEL PAIN 2,F753 : LOI.IG PANEL: PAN-'?' -42.0 • � DESIGN LOADS; f36.0 P.S.F. -42.D P.S.F. PART NO.: N/A 4` TEST AADS: 1-54.0 P F, & -63.0 P.S.F. n A 9: STATE OF ;�+� O (V. I).!—Stoi<4 Oft-c, go iP0JA WINDLOA`RATIN TOLERANCE_— 19'o aY ao.Gf44StO � Te51-,7o-,- W6 DF: uC,O t.031 ev io:YJr Co. Fo.Na 51 .4-4653 � /0NA 1L� % GO= 7.015 DESCRIPTION: 2'STEEL PAN DOORS 16'215 (SEE TABLE FOR MODELS) .000 s.005 -- 0000 t-00t D, DRAWN BY; Sit I DATE: 11/1'/1 SCALE- Nis DESIGN ENGINF_1-1� 9g— / 1 12' CHECKED BY; Sil DATE: 11/20/1 SHEET 2 OF 4 .1, B SCOTT HA1.tIL7UN, P.C. Unlnr SImrE CtAcr.:re ,. __......._..._..__I f' Rtp_,L I_„r,,E'_S. Pto.._63286 01uErr<aav ALKE IN Nni.s. DWG. NO.: 104710-n/B �VEii; IBC i 2 _ 1 'CLASSIC' RAISED PANEL EMBOSS..DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEETS y REVi5I NS MODELS 24 GA 25 GA 25 GA 24 GA _ MODELS 25 GA 3 OF 4 REV. NO. ZONE: DATE; CCN.NO. A(YVD• DESCRIPTION CLQPAY 84A. 94 73, 75 76,'75L 9E3 CLOPAY 'GALLERY'' GD5S,_C,2SS 03~ �M_ - - SH SEE REVISION'HISTORY ON S41EET ON[;, IDEAL. 4RST QRST 2RST 4F •� I-1111-MES 'ARTISTRY" AR5S - HOLMES 4B, 413B 142, 42Bi -- -- IDCAL 'CARRIAGE HOUSE' EDc-S - USHORT LO`G FLUSH SHGRT PANEL -� Y 2" TH}CK DHzavIA tTDP)JAAe J 1z3.«TCI SUPPORT! JG `�TRUCQ'URE ATTAC3-NI T1 T �rND LOAD FROM DOOR (2) 12 GA, GALV, STEEL TOP ROLLER J _ _ ) f_l $ � ?5 ^i J(0_C79` A+.IN. 7t4ti.}(}__ ! t. ILL TM.'E 40.1'0 FRO.L!ihTn G00R t5 TRnl1S.'ERREfl TO Ti,.TRACK AND Ti+eN FRLY!THE TRACK TO DDS S'EEL EXIE.RIOR 5KITJ �' BRACKETS (2-1/2• x 5-3J8"). E•AEH J THE 2x8'=`RTiCAL 5'(P GRAOF. E'7 OR BETTER • i )JaN85. NO LOAD FROM THE DDDR 75 4tliH G-40 GALVANIZING, -` ^Uw+L•K=T A?-(ACi9ED W/(4) I4x5j8` St'EET TRaJSFEAHED io ;HE'rauzoN At {TCP) XNJD. } METAL SCREWS. ADJUSTABLE SUPE A+IF.CHED ` 2. EACH ViRTICAI JAMB SEES A WXIMUM DESIGN LOAD OF +283 LB k -356 LB.PER LINEAR BAKED-ON PRIMEI; M}0%, if rOGT OP.IAMB. FAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"xt/7." BOLTS —� J, ALL JAMB FASTENERS MAY BE{BUT ARE NOT REQUIRED TO DE)COVNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.. FASTENER rLUSIJ MOUNTING SURFACE. SIDES OF STEEL SKIN, .r j TT'E4, n 1/3 STP,ESS INCREASE FC4i RIND LOAD WAS Ilo USED IN TME CALCULATION OF AI.LOYIABi.E !4 LOADS EOR A.`:CHO?2S AND FASTENER , FOR STEEL.CO'JCRETE AND tdASO,-'RY. i MAX. f c - SHIP LAP 14 GA. MIX CA ,+ PULLER E j..-'.-.• .i01hITS `�,• _ L'.. LER HINGE. Iti,H i. 2x6 VERs Y1d, dAM3Ir;NOE FASTENED TO END SiiLF.S 9i%(4j I �/,-114x5j8"SHEET METAL ANO (2) 1/4-x3/4"B. SELF TAiPL; r, SCREWS. K,-t �............_�__ S-1/4" ILL, , ONE 4- T-STRUT PFR SECTION. (SEE VIEW 7xti..UF"6.9....E_Q._SUPPOi?TlNG STR{LCT IRE ATTA.,WA.ENT "0') EACH T-STRU( ATTACHED AT EACH I (ROY TO RE. !1SE0 FOR ATTACHMENT OF TRACK ANGLE TO 2x6 V£R7IOAL'AMOS OR SUPPORTING SIRUCTURF) 4- :ALL TAPER STRUT, �,,/ !TINCT; I,OCATnN WITH (2) 1/4".3/4" ';-LP .-_...........___. .._..- --...............__......_._.._ 7 MnxaIUM 0.057" MIN. GMY. TAPPiNi SrRO S. . i ON-CENTER V7 i<51. MEN. DISTANCE STEEL UUIL0.44G ERS TYFF. FASTENER TYPE IEE "ER{ONIRED __. ._........ �__..,.... -_.._.., .....,.. 7 t , 1 R' n7�C J„ I: 4. 1-1/1'M Et,13x0 -PCJN CON.2 iF.�+VCHOR FASTENER � "(;=�j"'-- 3DO0 F51 M:J f hCRL 1/4"x O k1TI USED 1A x L'N a GN I TIME AP CHO!T 8 i La 1"G e CCU H T- }6 X 3 L k J.;t65 0•Y J IT AYKR73T£SLEEVE J.`I„r,04 'CI.IIOFD ^' 4C00.Pz' Mtt yO2hCRk C !}!R % ! IL M Y� V0A0 i EJ II A4KS TITF�t FFVF J•NrnO �_ 24- INCLlDEO a •� i� a•^D RAM c 0.5 _cuTi� ..AC.sOry-,tit,,,L?.Tk+_1 01.U.ht`E 3 ;-sig-FMB,D NTr. STRItcn�Ws _ €-si-s/,- O. . FYRSI {BOTTOM;ANCHOR STARTING AT NO MORE 7—HALF OF THE MAXIMUM ON-CENTER MSTANcE I L. I!EST ANCHOR INSTALLED T AT LEAS:AS HIGH A$TM£ DOOR OPEN1.4. t \ CINIMU i IISIOE5 NOT SUPPLY TWEE JAMA ER OF IANC FASTENERS. `-72 GA, MIN. G ALV. 5TEF1. FIOTTOM BfWKET MINiuUM=ISTANCf SETV.•EEN CENTER OF ANCHOR AND EDGE Or CONCRETE BLCCK; 2-i/2"', ExCWUINC STUCCO TMYCY.NESS. � ATTACHED WITH (2) ¢II4x5/8' SHEET METAL ``��TS1 lttfJt' r- #14x5/8" SHEET !METAL S•REWS- F^-i,ny r-�{S U`.IN'J:.! XI R,},,I�N PL l,NYL WFATHER'_�TTi1P. << [ NAI J .,� ? a ......14 GO .. JOS` /1 -.-= _.:_. .. _. !/u �. ViRi+r 6;�1GENSF.,2', 7 1 NO 6;2q " ""' ..........__... I ANJFPCTURINO PRODUCT CDiEI X00 O SHORT PANcL: PAN -153.C. 4 I/4"x3/4,. SELF ' LONG PAEVCL• PAP}-%FTSE ,��� i t5 ;rY :O Aj TAPPING SCREWS. DESIGN LOACS: -1-3(1.0 P.S.F. & -42.0 P.S.F. I �_ .._. .-. f( STA E OF �l ^18 GA. (MIN.) INTERMF IATF HENr.E r -- tt •i V NO. RATING 'C 7 OROS. E.O4.0 P.S.F. & n3. F.S.F. 1PA .. '•s i END HINGES 1110L R N Gtlwn.+uu Clopay r /\ ® !' 8585 Duxe BCu+e�f4 I �''n•�'.( O P'\�� 'JI W y` ,f ct T(3LERANCES n,o Marna.at1 as!IA.a LSA ; . h.tio.513-77D-aa7.'+ C j1 '1 T 6 vI / lt�,', .00 x.0 S DESCRIPTION 2'STEEL PAN 3 COORS 376'z�V:it'E TABLE FOR Mo,fi�" i......-. .) AGO =. ..005 ( ')� ! - r p008 m „yJ, QRAV7N 6Y; SII DATE: 31/1'1/1 SCALE: NTS _DY1G. [_ SCOTT r.Glra_er: Owe- = -'vr C.,IiECxED QY; 9fi DATE; E1/20!1 'SHEET 3 OF a SIZE SCOTT i•'J!MITON. P.L. F ORI A If. Ncc Nq;,G17A¢ _ c.�Ieriso u�!IN r.'•c`ics.DWG. NO.: 10471(1-A/D V:CR: IDC _ _.. ._I 3 2 , 'CLASSIC' RAISED.PANEL.EM.ROSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS rSHEET, REVISIONS - FIODELS2a GA 25 GA 25 GA 24 GA NOBEL'S 25 GA i 4 OF REV. N0. ZONE:, OASE; ECN NO, APPVT): OESCRIPTICN _ CLOPAY 84A. -04 73, 75 76, 7:5L 98 C OPAY 'CALLCRY' GDSS, GR5S C13 - { -- - , Sli SEE REVISION hi TO4 RY O SHEET ONE. IDEAL _ 4RST 6RST aRsT - Ai" _N�ttL'•'*ES 'AR1TISTRY' AS - -- -_ t ICOL NES 46, 488 42. 4211 __ __ IDEAL 'CARRIAGE HOUSE' �� .qj FDSS SHORT LONGFLUSH SHORT PANEL ............._...._._......___ k HOA1ZONTAL TRACK SUPPOT(r BY " c —.j DOOR DOOR INsTALLtR fro Sufi). ,40E,; TRACK CONFIGURATION A80VE THE " �-DOOR COUNTERBALANCE SYSTEM JA Ft CONFIC UROON DOOR^P ENING DCES UOT AFFECT THE .I -, DOGR DOORS UP'TO 13GO t.HS. &iN0 1.CkAD RATING OF TmS DOOR. ....."''"""'"'""""°"`""'"• sE!GHT "L" s: 13 Ga GALV. SrD-'L FFLA,.BRACKET ATTACHED TO t"DOOR OVERLAP EACH SID: ..AMR VATS (3)5/16"x 1-5/8-LAG SCREWS "7,-0-' 75" ( ) S--P MOULC:N'G BY DOOR INSTALLER{TO SUIT). _. AtiO 70 TRA %Tli(2) i/4 RIVETS. 7--D 7fi 15 GA.G. STEEL ENO STILE. 1 7•_6- " 2x6 STP WOOD.InvD. SEE. II JA%3 PREPARATION NOTE". - 18 CA,GALV.STEEL COME Et10 STILE. 2' TRACK-..{.:NFk,^.,IIRA„j!QYE 8,_�, .n.`Fv -'7r ,c 20 GA. !dIN.GALV. SICEL INffRM.STILE. ROQR".SIP LQ.S4L1 AS ROD:SPA'-NG NTE 14"O.C. 9'-0"11" _ _ Ta V, E' INTER. Ir 9,f"IGy', 2-k/Y% 12 CA GnLV, STEEL GA CAL EL L'1 -0-C'112" TRACK DRACxLrS CASTENCO TO- w STILL V/(4)FASTcE0 70 CENTER 63` 2'GAL`!. STEEL TRACK. / } ~STILE W/{a} ACI4,dlax5/tl" ••./- - 10-G"t1A" VA^,'',,")JAtSN$WHH S/G"X !-SIR" SHEBA l TA- SCWN TRACK T!it:.KNES_:C.U83'. I LAG SCREWS NOT TO EXCEE1 14' 1 a 4 ll'-U"124"1 - - S. E :t " ...........-..' _ ON-CENIVR. VIN'Ci D)LAG '-'7%Iu I.L. ROSJP{U i -50- iT'-6"1�0"1 t ( t 12-0"1z9'1 SCREWS IS OU+REO PER JAMS. ! FPUSH F:Evf.R? i = 38" ma� 2"GALV. STEEL TR.:CK FnStEi1E0 r0�TYP. 2-1/2"x s2 GA GALV, f3'-0" 12 GA G1LV STEEL 7RACK BRACKET'S I {14 GA.CALV. STEEL ROLLER I114PS FASTENED TC END SIiI.FS K'/(1j EACH g:a.5/S"G STEEL TRACK B ACKETS, 13'-G" v:1TH F.i7Nf.R!2) s/,-pu.Rivi7S OR SNEE.T 1.<7A: iCRf.ttiS ANO(2) 1/?-SE(tF TA.Pi>ING SCRI7iS PER Cti0 HitlGf..ATTACKED 10 JAMB wikf C1) I4G: (1) 1/a'x 5/5'DOLT x NVf PER !24' 5/16`X 1-5/8"LAC SCREW PER 1a'-6' TRACK B2,CKET,iR.ACK CiRACY.CT. ;1- ' L 2"OIA. 7-k/2"LONG STEM, 10 PALL STEEL RORER:vi"H S',EEL OR NYLON TIRE. i"EMI^T,..�.--r LItR ent KEF(2-1/2`. 5--3J,x 12Ga) ~ PRFPARATInN OF.TAMR,S Fit•OTHFRS. ATTACHED WI71i (2) 1/,,"x 3/4-5E1F TAPPING ! S:401E PiAT E ALSO 3• TRACK C.ONFIGII ATI N N01°. IrACK CONF':GL+RA ON A80�F. THE - ONE B--3 SHEET ENO STILET A�,S+GWR IN F---4`_ DOOR OPE;::HC.DOES NOT AfFF.CT THE K_ i Z� • R I� 6S AT.D (1V�K. ,NNO LOAD PAYING CF 7hfii OOL•R. JAMH fQ(4F{GUF,.�riON G4.�...Lc>~P�,K HANG ?C}!ia._f!S'?.._6 �_./ 'p_.U4:E?:. GOY.'.I£t RnOLI OPTION1 �CEGRc_,OVER Br REED FORf,J H I AND 3 TPAC10 CENTER { � ��♦GR OOU5LE HOR12Chanl. 1"DOOR C'ERIAf•(EACH Fmr) r E .. t 2x6 SYP:YG::D,[AMB. SEC STOP VOL1 DING BY DOOR PISTA3.LF.R(TO SUR',. p p + CALV IAP;.REu STEEL TRACK,AND ANGLE.TRACK -`. I 16 Ct..CAV. $7EE�_N'O STILE. L% ( "JA+ETi P'P.E?AR4T10N I.'O-eE". f1P,GA.GALV. STEEL DOUBLE END SIU. TfirKNCSS:0.101'. AMIE 1HICKNESS:O.WD'. HOR12Cv1AE IRACY. + M d GIL`r.STEEL IfERM.STU. MIN.ANGLE DI.V.F.:YSION$3-1/.'• 2-i/B'. SUPPORT BY DJ0R -"�-ERTICAL/IiOf<I[ONTAL ir'L:CK la'MAXIMUM SPACING INSTALI£R(TO SUIT). Ie GA. GALV.STEEL;LATER. 3.1/4-x 2-7/9"MIN. .O.OFO`TAPERED — HINGE FASTENED TO CENIER Tr JIJNC11Ci2. IWC: 1/4"HOLIS •-- FRGM 1i15T M^,UNTIRG ./ .� r x k"CUTS FGR TACH TRACK. SLOT TO TRnCK JUNCTION ANGLE. SEE UO BOLT MOLIhT6NG DELO'n, '- f STILE W/(a)EACii 2 7/1 G- UNp SHAT MECAL SC;j 4 PUSH NUT a AQEAIiONAL ..".tOUi•1kItEG 5t.f)TS t 1 fASTENER. SF:,CfO A7 12"CEi1TET2S. 1 �\ 0.101" TI4CK 3""ALV. STEEL FF.ACK CF,S1LNEtt- la CA-CAV. $T-",EL ROLLER HM:f-ES FASTENED x`O ENil --- \\\\\�4 HAAf�j�A�i ° r rm cfnTER TD TAPERED ANGLE. TRACK A7rA[k+ED s0 stltfs va;(a) EArH2ax5/9"S^d'x'T METAL SC2Ex'g �• I� : TAPERED TINGLE Vh7H ONE 1/4-4/6"BOLT o. AND(7) 1/4"RFIF TAPP!Nr SCRFVS PFR FINN)HINGE. 'N Q hJ7 AT EACH AY:UNTING SLOT. G •GEN^ .� �'V� JF•'•.y �� - -3•CIA.8-1/2"LONG STEM EVLL BEARING STER.ROLLER, riF(:TI0' ^-C 'NnYUfA„„^s VRE:°G PRCIllUC I' ^UPf_ 34�OYE.v.” rP_tiK ROLi AND NUT AT EACH ..,,f / PRFPARATION (IF JAMRS BY DTHI 1$HORT PANEL: PAN-2FI53 • T., 111 tA.OUNTING SLOT LOCATION. '�-_.,._� L!SNC, i?F.Nf.i.: PAN-2F1SJ C r ✓..- DESIGN LOADS-. +36.0 P P.S.F. & -42.G P.S.F. _.-_......_....-_ T LOAC +54.0 P -'3 P PA.ti! NO.: N/A STATE OP :tUC 1 / Da CR ErRIiCti-...-._.. _ A I I FPS.r. 3t S .D S.f�, ualala Stotcd 0(na.[x 85-•5 DLk@ i3ctI,10'd VINTILUAB RAI It (]•- <C7� 22` HEIGHT TRACK LENGTH '_ Usson.OH 4&4tl USA . r TOL_RANGES e,tr ;�,Clopay _.. /[ 7 �j f �i�tc•'•L O R I�.'��\\` •_n'I R ” i / let.Lao.513-1:0-SSU6 i W l✓ D I 3 O T x _ 01,. F°4 Ht,.stSa:o-a�ss _ .._. �h�r�fONA i N\` 10' ''� 9(Gi DISTANCES S nr_/iRnCK tAGBSCRE(1 EP gE'D AT THE 2i•', is", ^.00 ,OD i 015 DESCRIPTION: 2- STEEL PAN DOORS 16'7'W (SEE TABLE FOR MODELS)! f__._._.._.__ !�•?' )J..2__.____..._ 46".ETC.). ADO:R01(AL LAG SCREWS,LOCATED AT IG.28'.& 6'Jc0„ .#,pD1 rCKC.ED '�(N BY: SH QATE: I I/19/T'SCALE: NTS OWG. DESIGN EriG1NEER ;' 3-,/r !4'_w{,j,sr`_........_.__.. 10"FTNJLI C<GT70M. _....._......._. ..._. Jj� f-0.," )R� TWO lT;SCRCvrS ALSO LOCATED ABOVE I Degrees t l/Y' EY: SH01 " " SIZE 1JSC(1'tT IiAMrLTC P.E, '�'r'7K ^_^.^.. I,.^-`...._._.._.._..._ VERTICAL/HORIZONTAL TRACK JUNCTION. tfn,cla$LOOln :,R! A ,cNcs- N� 'l'PG CSMfN5ICN5 ARE IS°4CRE5. . NC„-7D471G-A/6 VEIi: 16G r( 3 2 FL©RMQL' O(DCT AP IKO)V o,L 11610771 December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 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 Independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings, The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, 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 E1996-2009 and ANSI/DASMA 1.15-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High. Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile impact). TABLE 1: Dravings for oars wi�factgriag Product Code (MPC) PAN-2.F15� 1.0471.0-A-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 1.0.4761-A-RevO2, max. door size 18'2" x 16'0"; +36/-42 PSP (design load) TABLE 2: Draw: sffo for with Manufacturing Product Code (MPC) PAN M43: 104753-A-RevO2, max, door size 16'2" x 16'0"; +38/-42 PSF (design load) 1.04.762-RevO2, max. door size 1812" x 1610"; +41/-46 PSF (design load) 104754-RevO2, max. door size 16'2" x 1.6'0"; +46/-50 PSF (design load) TABLE 3: Drawings for doors,-with Mani urina Product Code MPC DSIE-1F17 1:04724-A-Rev03, max. door size 16 2 x 16'0"; +38/-42 PSF (design load 1:04751.-A-RevO2, max, door size 1812" x 1610"; +38/-42 PSF (design load 1:04736-RevO3, max. door size 1612" x 16'0"; +46/-52 PSF (design load) 104752-RevO3, max. door size 1812" x 1610"; +46/-50 PSF (design load) ABLE 4: Drawings for doors with Manufacturing Produ t �(MPCLDSIU-117171: 104777-A-RevO2, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-Rev03, max. door size 1.8'2" x 1.6'0"; +46/-50 PSF (design load) i r rs wi h Man acturin Product Code MPC - ` 1:04439-RevO2, rnax, oor size 9'0" x 12'0"; +47/-55 PSF (design load) PAGE i or 4 FILE: CBPC_121212-A,3 lq EVALUATION REPORT FOR CLOFAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^WS 104998-Rev00, max. door size 1612" x 12'0"; +41/-47 PSF (design load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. TABLE 6: Drawings_fo oors with Manufacturing Product Code (MPC) _PAN;- 2E1 ; 10.4710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-S-Rev02 max. door~ size 18'2" x 16'0"; +36/-42 PSF (design load) TABLE 7: Drawin s a_ s ' ManufacturingProduct Code MPC PAN- 104753-13-Rev02, max. door size 16'2" x 16'0 +38/-42 PSF (design load) TABLE 8: Drawings for doors with Manufactur_iiaa uct Code (HIPC) DSIE-1F171:. 104724-B-Rev03, max. door size 16'2" x 16'0 '; +38/-42 PSF (design load) 104751-B-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) TABLE : Dr incis for doors with Manufacturina Pod c P DSIU-1F171: 104777-B-Rev02, max. door size 18'2" x 16'0"; +38 -42 PSF (design load) Test Reports- ATL-0801.01-12 e op its ATL-0801.01-12 (8/15/12), ATL-0813.01-12 (10/9/12), ATL-1015.01-12 (11/3/12), ATL-1113.01-12R (2/18/13), ATL-1107.01-12 (11/20/12), ATL- 1023.01-12 (11/13/12), ATL-1009.01- R-(44�20%3�TL-0827.01-12 (10%9/12), ATL 0123.01-14 .(9/3/2014), ATL 0121.01-15 (2/6/2015). These reports-document compliance with the_TAS testing standards and-are signed andsealed Y-D6vld Johnson, FL PE 61915. - Product Description for oors with MPC PAN-2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing Is a one-piece injection- molded front frame and glazing. The following models are at least structural equivalent to the tested door; 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4,R5F, 6RST, 6RSF, 48, 488, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV5S, AR5SV, ED5S, ED5SV, Not all models may be shown on a given drew ng. roduct Descri tion for doors with MPC PA - pse doorsconcisl:of��`"tFi& steel pan sections with min. 24 ga. (0.022") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models are at least structurally PAGE 2 OF 4 FILE: CBPC-121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-WS equivalent to the tested. door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors vyith MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP20.0, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors wjth MPC DSIV-1F171: These doors consist of 2" double-skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min• 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Eroduct Description for doors wib-MPC W-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. ImDact Resistant Glazing (IM): The optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. Limitations: The drawing(s) 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. PAGE 3 OF 4 FILE: CBPC_121212-A.3 .„..wr..A.z .. ....tet - ..... .: '.: EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall: be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawings) referenced above. Installation requirements per the relevant Florida Administrative Rule, i including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's Installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and Installation requirements. J%%11111111111 Signature: ������( HAM/��t�I,,r :•+ No 632$5 ••; • : M Scott Iton, P. Florida P. E. No. 63286 3STATE OF SI . U '.r.Q�ry. �+'+� `�4 Date.. 8 �s'"' �t F • O R i .• Nw r 41 �1V PAGe 4 OF 4 FILE:CRPC_121212-A.3