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HomeMy WebLinkAboutProduct Approval I V Lquivalence of Product Standards 1 ` 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 Pageciv Page 1/3 FL# Model,Number or Name Description 16107.1 01 W6-16 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.) Double-Car(9'2" to 167" 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-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: +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). 16107.2 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 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. 16107.3 :.03 W_6 16 PAN=21`15 73, 75, 84A, Steel Pan (min. 25 ga.) ble Car'(9''2 to 16'2"wide) 1;�­ 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional`I npbet-Resistant GDSS, GRSS, ARSS, EDSS LitesIkk a, Limit'sof 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: ..ax,Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.pdf fr doors with optional-,impact-resistant glazing are impact- Created by Independent Third Party: No d resistant(large missile �_ r 16107.4 04 W6-16 PAN-2F153: 73, 75, 84A,� Steel Pan (min.^25 ga.) Double-Car(9'2"to 167'wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GDSS, GRSS,ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104710-B-Rev03-sianed.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: No impact resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN-217143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48, 48B, 41`, 4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Business P, kssionall Regullation, r -:, Florida Department] BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map Links Search Busines Busin �si I ,ProductApproval ProfeUSER: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 O 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 DO 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 OO 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 EntitV- 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 Approved for use in HVHZ:Yes FL16107 R8 II 104753-A-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: +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-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 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104753-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.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-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 WINDCODEO 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-sioned.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.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.8 08 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 WINDCODEO 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.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.9 09 W6-18 DSIU-1F171: 9200, 9201, Double-skin Insulated PUP,(exterior skin 27 ga. min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4" to 18'2"wide WINDCODEO 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-RevO2-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: +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 18'2"wide WINDCODEO 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.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. 16107.11 11 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, WINDCODEO W6 Garage Door with Optional Impact-Resistant GDSS, GR5S, ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104761-A-Rev04-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: +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-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(16'4"to 18'2"wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GD5S, GR5S, AR5S, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104761-B-Rev04-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: +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.) 16'4"to 18'2"wide WINDCODEO 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-RevO2-sianed.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: +41 PSF/-46 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). 16107.14 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) WINDCODEO 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-RevO3-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.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 11 16107.15 15 W8-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double Car(9'2"to 16'2"wide) 48,48B, 4F, 4RST WINDCODEO 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.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.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.16 16 W8-18 DSIE-11`171: 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) WINDCODEO 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-RevO3 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/-50 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). 16107.17 17 W8-16 DSIU-11`171: 9200, 9201, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) Double-Car(9'2" to 16'2"wide) 7200, 7201, 7203, 8200, 8201, 8203 WINDCODEO W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104778-RevO3-signed.ndf 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-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@ 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-RevO2-sioned.0df 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). 16107.19 19 W6-16 DSIE-1F471: 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) AR21_P, ED2SP, ED21_P, 4302, HDGC, WINDCODE®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.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 130214-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.20 20 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, WINDCODE® 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-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: +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. Go to Page ViV Pagel/3 F.c111 Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approva I Accepts: - ® EChe'ck M sCCUr.t -1 C51 4 J 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAOE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS LS 24 GA 25 GA 24 GA 25 GA DATF; ECH NO. APPVD: DESCRIPTION CL12PAY I 81A, 94 III__3,75] 16, 75L 1_ 9B CLOPAY 'GALLERY' GI15S, GR5S 03 6/24/13 SH ADDED LONG PANEL OPTION. IDEAL '171 6RST I 2RST I 4F HOLMES 'ARTISTRY' A R5 S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS HOLMES 145, 415 J42, 42BI -- I --— IDEAL 'CARRIAGE HOUSE' E115S LOCATION. ATTACMED 11// TOG-L-LOC (TOP& BTM)AND I SHORT LONG I FL�Sll SHORT PANEL. URETHANE ADHESIVE (ALONG CENTER). D A CLASSIC' SHORT PANEL DESIGN-SHOWN. GALLERY SHORT PANEL AND -�CLASSIC" F- LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. I:M OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW. GLAZING IS APPROVED. SEE SECTION B-9 ON G SHOWN IN TOP SECTION. SHEET TWO FOR DETAILS. (GLAZING SHOWN IN GLALZIN INTERMEDIATE SECTION.) I Ld I I 1�-yd 77 = Eil [�2/ ,r VIEW "B" (SEE SHEET THREE). A 1) if—VIEW "C" (SEE SHEET THREE). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED CENTER). ATTACHED TO TOP AND \ BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. -TWO POINT LOCKING INTO TRACK. A -PTIONAL OUTSIDE KEYED LI (2)ELHR TOP BRACKETS USED AS INN R BOTTOM BRACKET. DOOR WIDTH 16'-2" (1) 3-IN ROLLER CARRIER (P/Il INSIDE ELEVATIONS 0120394) USED VAT14 3"TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS, TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. END ONTO VERTICAL TRACK. STILE. DOOR HEIGHT 4 13F ONE SNAP LATCH ON SECTIONS SLIDE 13OLT LOCK LACIH�SIZE OF DOOR. UP TO 7'0� 4 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED ENGAGES INTO B 7'3' TO a'9' 5 SInlR7 PANEL LQ46 PANEL PANEL EMBOSS DOORS END VERTICAL TRACK. OUTSIDE B 9'0' 113 10'6' 6 0 OF 121TE M. -OF SID Of COMM. SHORT PANEL STIL ONE LOCK ON HANDLE. LOCK BAR 10'9' TO 12'3' 7 DOOR WIDTH (P STILES DOOR WIDTH 9,11CM STILES DRERN.STILES 'G IcItH. ER SECTIGUN)_IFER SECTION)-(PCR SECTIOw UMIZ WIDTH STILES EACH SIDE OF OUTSIDE lj ENID ENGAGES IN 14-0-LID 15-10- 6 SEE:NOTE BELOW REGARDING EXTRA Ti-Fe-TD 14-6- 5 -IANDLE MWSECTION HEIGHT- 21' 1 Iwo,To 16r2l 7 STILES 011 LONG PANEL DOORS. 14'8'TO 16'2' 7 IDE 5L[QE­KLj INSIDE I I QCK OPTION OUTSIDE KEYED LOCK WITH QUTSIQE KEYED LOCK WITH EXTRA STILES FOR LONG-PANEL MODELS. SNAP LATCH LOCK OPTIrIN LOCK BAR IOCKING, % 0. .......... A THESE COMMETICUX CENTER STILES ARE ATTACHED MIDPOINT BETWEEN IRE NN MSTIMS'RESIDENTIAL CENTER STIU!Z.COMMERCIAL CENT"STILES IRE IHIS DOOR MEETS OR EXCEEDS III[OESIC14 LOADS FOR THE v ATTACHED%T111 100-L-LOC(TOP&BOTTOM)OR(4)3/10'POP'RPIETS uLnMATE WIND SPEEDS USTED BELOW ACCORDING TO THE'FLORIDA OR(4)J8 SHEET METAL SCRBYS. BUILDING CODE OR IHE INTERNATIONAL BUILDING CODE(BASED ON MANUrACTURI 6 PRODUCT CODE No 63FF/ ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED SHORT PANN:PPA F-13 BUILDING. 2) DOOR HAS 2- OF WIDTH IN BUILDING'S END ZONE, 3) LONG PANEL. F156 ANY ROOF SLOPE.AND 4)TES71NG IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. ez -42.0 P.S.F. ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A OUALIFIED EST LOADS% +54.0 S�F. & -63.0 PS.F. PART NO.: NIA DES A IGN PROFESSIONAL MAY DIFFER. Uniess Stoted Ot t-Ise C gillpay 8585 Duke Boulevord WINDLDAD RATING TOLERANCES ena Liman CH 45040 USA ULTIMATEWIND 513 SPEED CH vl> 155, 160 170 loo 195 .0 :t.031 &AIJing Noduels Compeny Fe.N..513-770-4W W6 DP36T -- .00 :L.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS) SCOTT HAMILTON. P.E. Ull—SI.ted OU—Ile FLORIDA LICENSE No. 63286 _DIMENSIONS ARE IN WCHES.DWG. 140.! 104710-A/B IVER. IBC _ 4 3 2 1 'CLASSIC' RAISED PANEL CHBnSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET. REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO.1 APPVD: DESCRIPTION CLOPAY BAA,.94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S D3 — — — SH SEE REVISION HISTORY ON SHEET ONE. _ IDEAL 4RST 6P.ST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42D -- -- IDEAL 'CARRIAGE IiOUSC' ED5S SHORT LONG FLUSH SHORT PANEL D D IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT—RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT—RESISTANT. OPTIONAL INJECTION—MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IDC/FBC GLAZING IS GE LEXA4 SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE W17H 2606. IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FSC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF'THE FLORIDA BUILOI140 CODE OR INTERNATIONAL BUILDING WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL.BUILDING CODE BUT DOFS NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE— AND SMALL—MISSILE IMPACT RESISTANT. REGIONS (REF. C14APTER 16 FBC/18C). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) L _ DETAIL'D' C` FRONT FRAME 'AnTH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME 15 NARROWER THAN AI ^— IMPACT—RESISTANT FRAE,IE. OPTIONAL DECORATIVE ~229 MULTIPURPOSE NIGH BOND TAPE Ie� SNAP—LN INSER7.�/! (BETWEEN FRAME AND FACADE). ' DECORATIVE FRONT FACADE. Iii L_ GLAZING- 01e©� MOLDED INSIDE STRUCTURAL SILICONE SEALANT LITE RETAINER. (1 x3SCR PAN PER LITE).SCREW (BETWEEN STEEL SKIN AND FR1dAE)' (10 SCREWS PER LE). IMPACT RESISTANT ONE—PIECE INdEC710N POLYSTYRENE RETAINER FASTENED TO FRAME WITII FF'�1 MOLDED GE LEXAN (10)#8 x 3/4"PAN HEAD MACHINE SCREWS. p CI SLX2432T FRONT U FRAME do GLAZING, IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWINIG 104710-A DRAWING 104710-8 HAMlil. f, cp♦�� 5:�..CEMSF'.'L`ifi i No 6 8 .* SHORTCTURINr PANEL: PAM-2FT53E TDE5IGN LOADSP.S.F. & P.S.F. LONG PANEL: PA N-2F156 ObF .-U✓ EST LOADS: +54.0 S.F. d —63.0 P.5 F. PART NO.: N/A A untes.St.t.d ower-a. 8585 Duke Boulevard VINBLIIAD RATING O P:� `` TOLERANCES are C�opay Floson,ON 437040 USA yi�sS R .0 5.031 B.T&q Pro&.Lz[.pony Fa:N.513-770-44853 W6 D P 3 6 T Too= -015 t.0 5 DESCRIPTION: 2"STEEL PAN DOORS 16'2'1'/ (SEE TABLE FOR MODELS) DESIGN ENGINEER, .0000 = &1001 DRAVIN BY: SH DATE: 11/19/1 SCALE: NTS DWG. Degrees t1/2' CHECKED BY: SH DATE: 11/210/12 SHEET 2 OF a SIZE JJ SCOTT HAMILTON, P.E, umese Slated Omnw;sc FLORIDA IC N E No. 63286 — VNENSIONS ARE IN INCHES.DWG. NO.: 10,17 10 VER- IBC 4 3 2 F L 0 11RDINDA PluAGIDUCT APPROVAL 168107 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 1_24.GA '25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV, NO. 7.ONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD59, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RS7 6RST 2P.S7 41` HOLI4ES 'ARTISTRY' AR5S HOLMES 48. 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT LONG --[FLUSH SHORT PANCL Y-2"THICK p D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 GA. GALV. STEEL TOP ROLLER r(NO LOAD FROM DOOR) NOT S; 25-GA. (0.019" MIN. THICK)_—, BRACKETS (2-1/2" x 5--3/8"). EACH / 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN �. BRACKET ATTACHED W/(4) #14x5/8" SHEET THE 2.6 VERTICAL SYP(GRADE#2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS WITH 0-40 GALVANIZING, 7 TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. BAKED-011 PRIMER AND A -,+ METAL SCREWS. WITH (2) SLIDE ATTACHED W 2.EACH VERTICAL JAMB SEES A MAXIMUM.DESIGN LOAD OF+288 LB& -336 LB.PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/M1"xi/2" BOLTS FOOT OF JAMB. TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. 3. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIREO 70 BE)COUNTERSUNK TO PROVIDE A SIDES OF STEEL SKIN. FASTENER FLUSH MOUNTING SURFACE. TYPE 4.A 1/3 STRESS INCREASE FOR NAND LOAD WAS M0 USED IN THE CALCULATION OF ALUDWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. MAX.O.C. SHIP C JOINTS 14 GA. MIN. GALV. ROLLER HINGE. EACH C p. HINGE FASTENED TO END STILES W/(4) 7.x6 VERTICAL IAMB jt14x5/8" SHEET METAL AND (2) 7/4"x3/4" SELF TAPPING SCREWS. SEE 4"— VIEW "B". r L ONE 4" T-STRUT PER SECTION. (SEE VIEW 2k6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D" "D) EACH T-STRUT ATTACHED AT EACH NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x8 VERTICAL JAMRS OR SUPPORTING.STRUCTURE) 4"TALL TAPER STRUT. t),-,HINGE LOCATION WITH (2) I/4"x3/4' SELF ( TAPPING SCREWS. rJAxILIuIAD.057" MIN. GALV, STEEL, ON-CENTER 50 KSI. MIN, DISTANCE STEEL ETVIEWASHII BUILDING TYPE FASTENER TYPE FASTEN IERSx REOUIRED. BLOCK V/ALA 1 4"x Tal 4•IAfIN. .AMR TA C CRETE ANCHOR 7-T/'!"_ I-O.P. 3000 PSI MIN.CONCRETE -1 4'x I MIN. EMBED TIF))TA CONCRETE A�`CTiOR 8-1 4" I"O.U. 2oX0 I5 .IIN. O C F 3 B" % 1-3 4"MIN.EMBED WEJ-IT ANKR'TITE SLEEVE ANCHOR -� NCLVDE0L OQ RS LMIN.CONCR X i-3/4-MIN FMRED WFI-IT ANI(R TITF'SLEEVE AyCHOR 4" INCIIP(7 ME SYP 0.9 S SCR ASM AID7. ,RA - ,IBEIZI TR CTU 17-3/4" I O.D. FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN I4ALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR 114STALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET MINIMUM DISTANCE BEME14 CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-1/2"-..EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. _ ALUMINUM EXTRUSION do VINYL WEATHERSTRIP, `ti3t1T1 q�", #14x5/8" SHEET METAL SCREWS SECTION A—A (SIDE VIEW) 1-f HAA414 �� G GEAIg O N° 6 2 RANUFACTU.RING PRDOUC'I CODE j T(. ••'T�. SHORT PANEL: PAN-21`153 ° l0 G PANEL: N-21`156 • = 1/4"x3/4"SELF DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. bL 2 AS TAPPING SCREWS. TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. PART NO.: N/A A A 9 STA E OP :�� Unlca Slalea DWerxbe C10 8585 Duke Boulevard 1JIN➢LOA➢RATING :.O,• (V 14 GA END HINGES 18 GA. MI ).INTERMEDIATE HINGE _u (1pay Afaso�,Ox 45040 USM1 Vim "B" VIEW "C" TOLERANCES ore P J IF.Ifo.513-770-4800 W(S D P 3 6 T .O 1.031 0'+BE 9 PmNds Cemperq fox Nn.51'3-»o-s853 Go= Y.o05 DESCRIPTION: 2"STEEL PAN DOORS 16'2"W(SEE TABLE FOR MODELS) DESIGN ENGINEER= Degrees . 1'OD DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG.D CHECKED BY: SH DATE: t 1/20/12 S11EE7 3 )F a SIZE B SCOTT HAMILTON, P.E, Umeva"tame Olh—I.. FLO IDJI LICENSE No. 86 - DIMENSIONS ARE IN Ir:cHEs.MG. NO.: 1 D4710-A/S VER: 18C 4 3 !�` 2 IGLOO RO/A p OO DMO�I appROdAl 6�1©�l 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4' Of 4 REV. N0. ZONE: DATE. EN N0. APPVD:I DESCRIPTION CLOPAY 84A, 9473, 75 76, 75L 99 CLDPAY 'GALLERY' GD5S, GR5S 03 — — — SH SEE REVISION HISTORY ON SHEET ONE. IDEAL IRS'I 6RST 2RST 4F HOLMES 'ARTISTRY' ARSS 14OLNES 48, 48H 142, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S D SHORT LONG FLUSH SHORT PANEL D HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER(10 SUI . NOTE,TRACK CONFIGURATION ABOVE THE r3,t OUNTERBALANCE SYSTEM A $SSINFIGURATION 'DOOR OPENING DOES.N07 AFFECT THE DOORO,QRS WII1D LOAD RATING OF THIS DOOR, HEIGHT_LL CALV.STEEL FLAG BRACKET ATTACHED TO 6'=6�' 0" 1"ODOR OVERLAP (EACH SIDE) r STOP MOULDING BY DOOR INSTALLER(TO SUIT). ITII (3)5/1fi" % 1-S/8' LAG SCRfYtS 7•_O"TRACK WITH (2) 1/4'RNETS. 2xb SYP 1VOOD JAA/76" B.SEE 16 G0. CALV.STEEL ENO'STILE. A'-0" 82' "JAMEI PREPARATION NOTE". v 18A. ALV. STEEL DOUBLE END STILE _TRAJ CONFIGURATION xq •, 20 GA. MIN.CAW,STEEL TNTERM.STILE,. DOORS LIP TO ADO LBS. PACING NTE 14"O.C,i9'-0"100" 78 GA GDW.STEEL INTER. 2-1/2"% 72 Ca CALV.STEELHINGE FASTENED TO CENTER ,- 11TRACK BRACKETS FASTENED TO J — STILEW/(4)EACH(j14x5/O" 2"GhLV.'STEEL TRACK, 10 6 1 8 WOOD JAMBS WITII 5/6°% 1-5/8" — SHEET METAL SCREWS. TRACK THICKNESS:0.083 11,-0 I LAG SCREWS NO7 TO E%GEED 14" i- 39 ON-CENTER.MIN, OF (9)LAG 7/16"I.D.ROUND 138" SCREWS REQUIRED PfRJALIfl. PUSH NUT �•" 12•-6"14 „ 2"GALV.STEEL TRACK FASTENED TO FASTENER. = 38" TYP 2-I/2"X 72 GA CALV. 1;'_ 12 GA GALV STEEL CRACK BRACKETS 14 GA,CALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH #14x5/8" C STEEL TRACK BRACKETS, 13'-6"154" WITH EITHER(2) 1/4"DIA.RIVETS OR SHEET METAL SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. C z ATTACHED TO JAMB WITH (1) 14-0"16D' (1) 1/4'X 5/8'BOLT&NUT PER 0 24" 5/18'X 1-5/8" LAC SCREW PER4"-6" Fi " TRACK BRACKET. 7.•DIA, 7-1/2'LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. �0"1�2" I G'-O"I 184 SFCTION C- 3- 2- LHR BRACKET (2-1/2"x 5-3/4°x 12GA) PREPARATION OF JAMBS_BY OTyEQ ATTACHED WITH (2) 1/4"x 3/4"SELF TAPPING SCREWS.NOTE THAT LHR 13RACKEIS ARE ALSO USED WITH 'DOUBLE END STILE"AS SHOWN IN 20NE D-3 StiE(7 1. NOTE,TRACK CONFIGURATION ABOVE THE 3"TRACK CONFIGUkATIONI DOOR OPENING DOES NOT AFFECT THE 041QLF TRACK ,IAMB CONFIGl1RATION DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS ODOR. I Oy!HEADR001d_OPL01 CENTER HANG REQUIRED FOR nooks ADo f1R AND OVER. (AVAIL. FOR BOTH 2"AND 3"TRACK) DOORS CVFR 8' MGH. OOIiBLf HOR170NIAL TRAcx. I"DOOR OVERLAP (EACH SIDE) SUI O 7.x6 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR STILE (TO 7). U S"CALV.TAPERED STEEL TRACK AND ANGLE.TRACK "JAMB PREPARATION NOTE-.--•• •», 16 CA.CALV STEEL END STIIJE. THICKNESS 0.101'.ANGLE THICKNESS:0.080 HORIZONTAL TRACK " 18 GA,CALV.STEEL DOUBLE ENO STILE. _ kGH.ANGLE DIMENSIONS 3-1/4'x 2-7/8•. SUPPORT BY DOOR -20 GA. MIN.CALV.STEEL INTERM.STILE. VERTICAI,/HORI7.ONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT). 1$GA. CALV,STEEL INTER. JUNCTION.TWO 1/4' BOLTS FROM LAST I.tOUNTING 3-1/d"x 2-7/8'MIN.x 0.080"TAPERED HINGE FASTENED TO CENTER &NUTS,FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE.SEE LAC BOLT MOUNTING BELOW. - STILE Vl/(4)EACH 114x5/6" 7/16' .0,1 UNO SHEET METAL SCREWS. PUSH NUT ¢ ADDITIONAL MOUNTING SLOTS FASTENER. o -_ SPACED AT 12"CENTERS. 14 GA CALV, STEEL ROLLER HINGESFASTENED TO ENO 0.101"THICK 3"GALV. STEEL TRACK FASTENED {L IIIT TO TAPERED ANGLE.TRACK ATTACHED TO STILES W/(4) EACH#I 4x5/8-SHEET METAL SCREWS ,p+"l1 NAM/;,6;4� 0 12"ON CENTER TAPERED ANGLE WITH ONE 1/4"xS/8"BOLT& AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. `GQ'.CN.. ��� V 46" NUT Al EACH MOUNTING SLOT. `� GJ;'�,1 S'�..,y '�� _ 3"DIA 8-1/2"LONG STEM BALL SEARING STEEL ROLLER. s .noN -_ AAUFACIURING PRODUCT CODE ti No QQ z - SINJORT PANEL: PAN-2F153 *l• r ,j 1k NE.Y."TRACK BOLT AND NUT AT EACH PREPARATION D JA 6.S_BY OTHERS "34" MOUtITING SLOT LOCATION. �—M- LONG PANEL: PAN-2F156 .D ZS'tS o DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. PART NO.: N/A TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. DOOR VERTICAL Unlxxx Stated Othen M nil 8585 Oukc Oeulevmd VINDLOAD RATING O A" •�C 22" HEIGHT rRnq<LENGTH TOLERANCES are [�` Tets 1," 6134770 4 800 t.oatUSA ' cW•., P a. 72 0��,�,5•L O R l Q.������ .r--= .D 0u1dn9 Products Compony Fax No.513-7741853 W6 D P 3 90 00 968 pISTANCESONE 1A5 THE RACKCBOLTSv(I.Ea 3-�/ZT,TIO'22E 34% 000 J:.005 OD DESCRIPTION: 2" STEEL PAN DOORS 18'2"W (SEE TABLE FOR IAODELS) 12-0- 132 46",ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16".28",& •0000 1.001 DRAWN BY: SII DATE: 11/19/12 SCALE: NTS DWG. 40"FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE DeOTeas #1/2' DESIGN ENGINEER: $_ CHECKED BY: SH DATE: 11/20/12 SHEET 40F 4 SILE ""'" "' VERTICAL/HORIZONTAL TRACTS JUNCTION, FLORIDA !CENSE. P.E.53268 DIMENSIONS ARE WI ise SCOTT HA,MILTCN, P. NCHES,DWG. NO.: 104710-A/0 VER: IBC 4 3 2 FLOG30DQ PRODUCT DUC T APPROo VAL 16107 December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited Independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC, For the doors listed In Tables I through 5, Static Pressure Tests were conducted in accordance with TA$ 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 El 886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. 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 I 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: Qrm-wing-s f-Qr dQQrs wU Monufacturino Product Code (MPC) . PAN-2FI53: 104710-A-Rev03 max. door size - +561 42 PSF (design load) 104761-A-RevO2: max, door size 1812" x 1.5'0"; +36/ 42 PSF (design load) TABLor-doors wltb L4aE)j1 cturing Product Code MPC PAN-2FI43: fa 104753-A-RevO2, max. door size 16'2" -x-3.6`O1` +387-42 PSF -(design load) 104762-Rev(i2max, door size 1812" x 1610'; +41/-46 PSF design load) ' 1 O 04754- V02: max.door size 1612" x 16101; +46/-50 PSF design load) TABLE 3:.Drawings for ddors-yy,!,tb Me ,n FpptudagrP duct Code (MPC) D8111-1F171: 104724=A-Rev 3, max. door Size 16'2 X 16 0 -i:58 PSF '(design load) 104751-A-RevO2, max. door size 1812" x 1610"; +38/-42 PSF! (design load) 104736-Rev03, max. door size 1612' X 16:0 ; +46/-52 PSF (design load) 104752-RevO3, max, door size 1812' x 16'0 ; +461-50 PSF (design load) TABLE 4: Drawinas for doors with Manufacturing P (MPC)CO e DSIU-IF17f: !D4777-A-Re�02,-max. door size 1812" x :16'011 , 38/-42 ps# n load) I 104778-Rev03, max, door size 16'2" x 16'0 ; , +46/-52 PSF (design odd) 104779-RevO3, max. door size 1812" x 3.6'0`"; +46/-50 PSF (design load) TABLE-5: Orawbricis for doors with Manufacturina Product Code., MPQ W-IG899, - ,---nT I , , , 10443T---k-ev�02-, -max,-door size 9 0'. x 12'0; +47/-55 PSP (designload) PAGE 1 of 4 FILE CDPC_.121212-A,3 i EVALUATION REPORT FOR CrLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6 s w$ 704998-Rev00, max. door size 16'2" 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 4 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:.,brawl fQ Manufacturing Product Code MPQ PA 53• 104710-a-Rev03, max. oor Mid-1612".....x. x.6'0"; +36/-42 PSF (design load) 104761-8-ReV02, max. door size 1812" x 16'0"; x•36/•-42 Psr (design load TABLE 7:..brawlncis,_fbL&QM ZEfth ManufocturingProduct Code MPiW 2A = F 104753-8-Rev02, Max. door size 16'2" x 16'011; +38/-42 PSF (design load) TABLE 8: Drawings for doorsmith,Manufa i MPC DSIE-1F171: 104724-s-Rev03, max. door size 1.6`2" x 1 'O"; +38/-42 iasF (design lead 104751-B-RevO2, max. door size 1812" x 1610"; +38/-42 PSF (design load3 TABLE 9: Drawin s for doors with Manufacturin ro ctCode (MPC) DSIV-IF171:. 104777--B- 6VO2, max. door size 1.812" x 1610"; +38 -42 FSF (design load) Test Reports ATL-0601.01.-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1015,01-12 (11/3/1.2), ATL-111.301-1211 (2/13/13), ATL-11.07.01-.12 (11/20/12), ATL- 1023.01-12 (11/13/1.2), ATL-1009,01-1.211 (1.1./20/12), ATL-0827,01-12 (10/9/12), ATL 0123.01.-1.44 (9/3/2014), ATL 0121.01- 15 (2/6/2015). These reports document compliance with the'l'AS.testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for d-o- rs 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 structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 40, 4013, 42, 4213, 55, 55S, GD5S, GD5SV, GR5 , GRSSV, ARES, AR5SV, EMS, ED5SV. Not all models may be shown on a given drawing. Product Description for-doors-with MPC PAN211143• These doors consist of 2"thick steel pan sections with min. 24 ga, (0.022") skids. 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 PRODUcrs COMPANY SECTIONAL GARAGE DOORS,W6-W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing, Product Descriptionfordoons.With 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 gai (0,016") G40 DDS per ASTM A653. The maximum section height Is 21". These doors may have optional Impact-Resistant Glazing (IM). Optional Impact-Reslstant 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, HLDGI-, HDGF, 66, 66G, 67, 67G, 68, 62001 6201f 6203, 513200, SF200, SE200. Not all models may be shown on a given drawing. Product Description fordoers : .prs with 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-Reslstant 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, H-DPL20i 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Descriptlonfor,doors with 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, CH 900, CRDnnn, Not all models may be shown on a given drawing. Impact Resistant Glazing CIM): 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-13 2612. Approval based on review of the following tests; HETI-06-A002 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 '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. PAGE 3 or 4 FILE:COC_12121243 SvAwAmN 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 drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, 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. Signature: HAP414 E N V No 63286 Scott aitoanp, Florida P. E. No. 63286 13% STATE OF Date: I/V N 0 PACE 40F4 FILE:CBPC--I212124.3