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A� �t�`Product Approval 1t7�_ USER:Public User St m Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL16107-R10 y I V Application Type Revision Code Version 2017 Application Status Approved Comments Archived �I i Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfreld@clopay.com i Authorized Signature Scott Hamilton j shamilton@clopay.com I Technical Representative Address/Phone/Email j Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received i I Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler i6 Validation Checklist-Hardcopy Received Certificate of Independence FL16107 RIO COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16107 R10 COI Statement on Independence of Evaluation Entity_ ScottHamilton 120424.pdf I 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 i Equivalence of Product Standards https:/iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOgaYpgetu2p/p2f5n8XnBD2p/a2fvo8JculDX0IV`/`2fA`/`3d°/`3d 1/5 1/2312020 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16107 RIO Equiv 20170809-FBC-DASMA 108 equiv.pdf FL16107 R10 Equiv 20170809-FBC-DASMA 115 equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 I Summary of Products ! Go to Page Page l/3i 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 16'2"wide)WINDCODE® 67,67G,68,SP200,SF200,SE200, W6 Garage Door 6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104724-A-RevO3-signed. df 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 R10 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 16'2"wide)WINDCODEO 67, 67G,68,SP200,SF200,SE200, W6 Garage Door 6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RIO II 104724-B-RevO3-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Parry: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No i resistant 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, WINDCODE@ W6 Garage Door with Optional Impact-Resistant GDSS,GRSS,ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO II 104710-A-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: +36 PSF/-42 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.4 04 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 GDSS,GRSS,ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104710-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: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.5 05 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 with Optional Impact-Resistant Lites https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIO9aYpgetu2%2f5n8XnBD2%2fVo8JcUIDX0IV%2fA%3d%3d 2/5 i 1/23/2020 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104753-A-Rev02-signed. df 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 R10 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). i 16107.E 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 WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104753-B-RevO2-signed. df 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 R10 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No 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 Garage 67, 67G,68,SP200,SF200,SE200, Door with Optional Impact-Resistant Lites 6200, 6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 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 R10 AE CBPC 121212-A.pdf 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 187'wide WINDCODE@ W6 Garage 67,67G,68,SP200,SF200,SE200, Door 6200, 6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104751-B-RevO2-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 R10 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.9 09 W6-18 DSIU-IF171: 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 Garage 7200,7201,7203,8200,8201,8203 Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 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 R10 AE CBPC 121212-A.pdf 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 WINDCODE@ W6 Garage 7200,7201,7203,8200,8201,8203 Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 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 R10 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.11 it 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 with Optional Impact-Resistant GOSS,GR5S,AR5S,ED5S Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fvo8JcUIDXOIV%2fA%3d%3d 3/5 1/2312020 Florida Building Code Online Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 121212-A.pdf 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,ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 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 R10 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party:Yes resistant requirement for windborne debris regions. 16107.13 13 W7-18 PAN-2F143: 84A,94,98, Steel Pan(min. 24 ga.) 16'4"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 R10 II 104762-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: +41 PSF/-46 PSF Evaluation Reports Other:Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 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: HOG,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 Utes SF200,SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 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 R10 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 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 WINDCODE@ W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104754-RevQ2-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 R10 AE CBPC 121212-A.12-df doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.16 16 W8-18 DSIE-1F171: HOG,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®W8 67,67G,68,6200,6201,6203, Garage Door with Optional Impact-Resistant Utes SP200,SF200,SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10•II 104752-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/-50 PSF Evaluation Reports Other: Max.Wind Speed (V ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). I 16107.17 17 W8-16 DSIU-1F171: 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)WINDCODEO 7200,7201,7203,8200,8201,8203 W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104778-Rev03-siqned.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 R10 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10gaYpgetu2%2f5n8XnBD2%2fVo8JculDXOIV%2fA%3d%3d 4/5 1/2N2020 Florida Building Code Online 9203, HDP20,HDPF20,HDPL20, skin 27 ga.min.) 16'4"to 18'2"wide WINDCODEO W8 Garage 7200,7201,7203,8200,8201,8203 Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104779-RevO2-signed. df 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 R10 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). I 16107.19 19 W6-16 DSIE-IF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.) Double-Car(9'2"to 16'2"wide)WINDCODE® AR2LP,ED2SP,ED2LP,4302,HDGC, W6 Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305,HDGR,6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 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 R10 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-11`471: 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)WINDCODEO AR2LP,ED2SP,ED2LP,4302,HDGC, W6 Garage Door 6202,MFC68,4305,HDGR,6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104785-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 R10 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. Go to Page _ Page 1/3 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer,CMyright 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 mall.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 Approval Accepts: M ® ® cC(rcsk M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2°/`2fVo8JculDX01V%2fA%3d%3d 5/5 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL E14DOSS DOORS SHEET. REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 1 OF 4 11REV. NO.1 ZONE: DATE: ECN NO. APPVD:I DESCRIPTION CLOPAY 84A, 94 73, 75 1 76, 75L 98 CLDPAY 'GALLERY' GD5S, GR5S 03 — 6/24/1.3 — SH ADDEO LONG PANEL OPTION. IDEAL 4RST 6RST I 2RST 4F HOLMES 'ARTISTRY' ARSS HOLMES 48, 48B 42, 42BI IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.ATTACHED W/TOG—L—LOC (TOP & BTM)AND SHORT LONG FLUSH SHORT PANEL URETHANE ADHESIVE (ALONG CENTER). D "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC" D -A LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. EX OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR IMPACT® GLAZING RSSIAP ROVEDSTANT ?SEE SECTION B ONLY R B ON COMMERCIAL (LONG PANEL). SEE TABLES BELOW. SHEET TWO FOR DETAILS. (GLAZING SHOWN IN c GLAZING SHOWN IN TOP SECTION. 114TERMEDIATE SECTION.) \ b _ N Is C,_ V,,-VIEW "B° (SEE SHEET THREE). A _ ► vv C Z= VIEW V (SEE SHEET THREE). rrA r 16 GA. END STILES ATTACHED TO A r w a - DOOR SKIN WITH PATENTED C N 0 TOG—L—LOC SYSTEM (TOP, BOTTOM & C z>< CENTER). ATTACHED TO TOP AND _ BOTTOM RAIL WITH PATENTED _ TOG-L-LOC SYSTEM. A TWO POINT LOCKING INTO TRACK. 2 LHR TOP BRACKETS USED AS L-•-•�-A OPTIONAL OUTSIDE KEYED LOCK POSITIOtJ. INNER BOTTOM BRACKET. LaaX. DOOR WIDTH = 16•-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3` TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END H OF ONE SNAP LATCH ON STILE. DOOR HEIGHT SECTIONS SLIDE BOLT LOCK EACH SIDE OF DOOR. UP TO 7'0' 4 'CLASSIC'RAITCD PAIEL EMBOSS DOORS -CARRIAGE HOUSE'RAISED ENGAGES INTO B 7'3' TO 8'9' 5 ShORi PAI.EL LONG PANEL - PANEL EMBOSS DOORS END VERTICAL TRACK. B 9'0' TO 10.6" 6 tl OF 11(7ERK OF si➢ X OF CCHH. SNORT PANEL STILE. ONE LOCK ON OUTSIDE ODOR WIDTH STILES D002 WIDTN NTEPJL STILES VITERN STILES p OF 1HTS HANDLE. LOCK BAR 10'9' TO 12'3' 7 (PER SECTI6H) (PER SECTION) (PER SECTICID DOOR WIDTH STILCS EACH SIDE OF OUTSIDE 12'6' TO 14'0' 8 Ve•TO 9.1D' 3 9'2'TO Il'2' 1 2 (PER SCCTIOrJ) DOOR. KEYED ENO ENGAGES IN I0•0,TD u•10• a Uv TO 14.101 2 3 9.2•TO 1010• 3 STILE. TRACK ON 14'3' TO IS'9' 9 12'0•TO 13'ID' 5 15'0'TO 16.2' a 10'2'TO 11'4' N/A HANDLE. EACH SIDE l6'0' 10 1440'To 1510' 6 SEE NOTE BELOW REGARDING EXTRA it%-TO 1.1'6' 5 OF DOOR. MAX SECTION HEIGHTI 21' 16.0•TO 16.2, 7 STILES OI:LONG PANEL DOCRS. wa•TO I.-e-I 7 INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION, LOCK BAR LOCKING. ♦♦♦♦- HA T,,,'1�e THETTABLESIf301`E CCUMERCFA;INTERN.SOLES REONRED AS NOTED ON ♦ '- I� TNESE CONMORCCLL CENTER SIRES ARE ATTACHED CENTER BETWEEN THE ��� O•''G E N• .O � EXISTINE RWITHETOG CENTER STILES.COMMERCIAL CENTER STILES ARE T1115 DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE `S(.••,2 ^ ATTACHED.WITH TOG-L-LOC(TOP&BOTTOM)OR(4).3/16-POP RIVETS U1.71VATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA OR(4)I:8 SHEET ZAL SCREWS, BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON MANUFACTURING PRODUCT CODE ` • NO 6//328f ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED • * BUILDING, 2)DOOR HAS 2'OF'WIDTH IN BUILDING'S END ZONE. 3) SHORT PANEL: PAN-2F753 dT ANY ROOF SLOPE.AND 4) TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. LONG PANEL: PAN-2F756 3r/�3/(6� �Iz z ANSI/DASFJA T08. SITE—SPECIFIC CALCULATIONS BY A QUALIFIED TEST LOADS: r54.0 P.S.F. & —63.0 P.S.F. PART NO.: N/A A STATE OF :�� DESIGIJ PROFES TONAL MAY DIFFER. Unless 5ete4 o(ne se _�Clopay 8686 Duke Boulercrd VINDLOAD RATING „ P,:' TOLERANCES Are 1lason,OH—770—USA , `c D P 3 6 T R L.?.•G��� SPEED(MPH)Nn 155 160 170 ISO 195 0 = t.031 8u PreOu(1s C-poe) fnla 6b.613-770(853 W 6 AL ♦♦♦ EXPOSURE B.C. D e,c. n B,c B.C 8 pop = f.005 DESCRIPTION: 2" STEEL PAN DOORS 16'2'\V (SEE TABLE FOR MODELS) CATEGORY .000O 3.001 DRAWN BY: SH DATE: 1)/19/1 SCALE: 14TS DESIGN ENGINEER: De fees- Y 1/2 DWG.p SCOTF HAMILTON, P.E. MEAN ROOF HEIGHT 2s• 1s• 2s• Is' 30• um...su(..D..I'(eae CHECKED BY: siJ DATE: 1 Vzo/1z SHEET 1 OF d SIZE B FLORIDA LICENSE 140. 6328E OIN[r151oN5 ARE n4 INCHES.DWG. NO.: 104710—A/B VER: IBC 4 3 2 I��OO[ pD I OO DD MCAT LaPPROO VALi� 1610`�7 4 3 2 1 '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 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION CLOPAY 64A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 0.3 - - - SH SEE REVISION HISTORY 014 SHEET ONE. IDEAL 4RST 6RSi 2P.ST 4F HOLMES 'ARTISTRY' AR5S HOLMES 49, 48B 42. 42B -- -- IDEAL 'CARRIAGE HOUSE' 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'ACYRLIC UTES 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 IBC/FBC GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/F6C 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 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 BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT, REGIONS (REF- CHAPTER 16 FBC/!BC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C r ^ DETAIL 'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN D TAIL ---.` IMPACT-RESISTANT FRAME.rILwj OPTIONAL DECORATIVE 1—zas �\ MULTIPURPOSE HIGH BONG TAPE SNAP-IN INSERT. 7 I (BETWEEN FRAME AND FACADE). DECORATIVE-FRONT FACADE- L. GLAZING\ MOLDED INSIDE a.lne� LITE RETAINER. STRUCTURAL SILICONE SEALANT #8e3/4- PAN HEAD SCREW (BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASIE14ED TO FRAME WITH B MOLDED GE LEXAN (10)PS x 3/4"PAN HEAD MACHINE SCREWS. LX2432T FRONT B FRAME& GLAZING, IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DFtAWIIVG 104710-B Lttt1 rrr�r `Jto�T HAMIC�4ii� ........ G E I F NO 6g�8 MANUFACTURING PRODUCT CODE *7� ,• .J r 1M- SHORT PANEL: PAN-217753 LONG A ;It' NEL• PAN-2FI56 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A '07 ,��(/t1/� s TEST LOADS: +54.0 P.S.F. & -63.0 P.SF. A A •�'. STA I E OF � Unless Slates Otnerwtse =Clopay 8585 Duke Boulevard VItJDLOAD RATING O• •�/ Mosen,ON 45040 USA �T•.,A p,: �� TOLERANCES ere TeL t1o.513-770-4BG0 \' 0i sSl.O0 R 1�.�U.`��` .p= g,031 8uv g N oduds Co.pol Fes Na 513-770-4851 Y'/6 D P 3 6 T r ! NAI-E .DO= x 0 5 DESCRIPTION: 2-STEEL PAN DOORS 16'2'V (SEE TABLE FOR MODELS) rlrrr ttttt .00D t.005 DODO= m.00 DESIGN ENGINEER! l DRAWN BY: SH DATE: n/t9/t2 SCALE: N75 pKrG,Degrees = f 1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF 4 SIZE B SCOTT HAl.4ILTON, P.E. umess 51mm Omaw:ae FLORIDA LICENS No. 63286 DI .SION5 ARE IN U4CHE5. DWG. NO.: 104710-A/B VER: IBC 4 3 2 FLOQ�©Q p ODMC��1 Lappi OO�ILaL 16107 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EI4BOSS ODORS SHEET. REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. NO.1 ZONE:I DATE: I ECN NO.I APPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' G05S, GR5S 03 - - - SH SEE REVISION HISTORY 014 SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42. 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S D SHORT LONG FLUSH SHORT PANEL 1-2"THICK D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 GA. GALV. STEEL TOP ROLLER (NO LOAD FROM ODOR) NOTES' 25 GA. (0.019" MIN. THICK) H AE EC 1. SHEET ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FRO14 THE TRACK TO DDS STEEL EXTERIOR SKIN 8"),THE 2.6 VERTICAL SYP(GRACE K2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, BRACKET ATTACHED W/(4)BRACKETS (2-1/2" x 5-3/8"). TRANSFERRED TO THE HORn-ONTAL(TOP)JAMB. BAKED-ON PRIMER AND A METAL.SCREWS. ADJUSTABLE SLIDE ATTACHED 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) 1/4'x1/2" BOLTS FOOT OF JAMB. TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. TYPE 4-A 1/3 STRESS INCREASE FOR WINO LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. MAX.O.L. C - JOOINTS� I4 GA. MIN. GALV- ROLLER HINGE. EACH p-HINGE FASTENED TO END STILES W/(4) 2x6 VERTICAL.aA6 �� METAL AND (2) 1/4"x3/ SHEET 4" SELF TAPPING SCREWS. SEE VIEW 'B 4-1/4' ONE 4" T-STRUT PER SECTION. (SEE VIEW 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D" 'D") EACH T-STRUT ATTACHED AT EACH (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT. ��HINGE LOCATION WITH (2) 1/4"x3/4" SELF AIAxIMUL1 0.057" MIN. GALV. STEEL, TAPPING SCREWS. ON-CENTER 50 KSI. MIN. DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS'REQUIRED? K WAIL WAILL i 4 x i-I 4' IN. EMBED TAPCOH CONCRETE ANCHOR 7-1 1'D D. 3000 PSI MIN.CONCRETE I 4"s 1'LAIN. EMSED TAPCON CCNCRETE ANCHOR 8-1 4 1"O.D. B 3 B X I-3/4"MIN. El.IBED WEJ-IT ANKR T1TE SLEEVE ANCHOR - _ NC UDED 40 P 1 MINCO. R B"x 1-3/4'MN MSED W -IT ANKR TIANCHOR 4" IN U �j U WOOD FRAME P 1 AG SCREW ATM A307 RA A 1'5/8"EmBED INTOSTRUCTURE 17- 4" - FIRST(BOTTOM)ANCHOR STARTING AT NO!.LORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 12 GA. MIN. GALV- STEEL BOTTOM BRACKET DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"'.EXCLUDING STUCCO THICKNESS. ATTACHED WITH (2) 114x5/8' SHEET METAL SCREWS. #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. \J���T HA!<?t/�� � SECTION A-A (SIDE VIEW) ��S�Cp •�G E N S by��i p p � �. :'� of D NO 6 8 MANUFACTURING PRODUCT CODE p p p SHORT PANEL: PAN-2F153 1/4"x3/4"SELF DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. LONG PANEL: PAN-2F756 'O S 1 iS Az� p TAPPING SCREWS. TEST LOADS; +54.0 P.S.F. & -63.0 P.S.F. PART NO.. N/A A A 'A S STA E OF :UJ+ 14 GA. END HINGES 78 GA. (AIIN.I INTERMEDIATE HINGE unless stated Otnerxlse _ 8585 DuNe B-le'ad aI1JDl0A➢RATING .�'ci'•.T� 10 : �: VIEW "B W " . e _p1 '] y uasll,o1 4S70D 8CO ' OR �� TOLERANCES n. C�O a Tel.IN..513-770 13-77D-460D `4�6 D P 3 6 T Lion= 3.015 ESCRIPTION:Asr2'STEEL PANDOORS 316'2'N (SEE TABLE FOR MODELS) DESIGN ENGINEER: - 005 0000= f.DDt DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.R De➢roes ±1/2' CHECKED BY: SH DATE: I I/20/12 SHEET 3 OF 4 SIZE L SCOTT HAMILTON, P.E. unless semee DIAa=se FLORIDA LICENSE No. 63286 OIAIENSIONS ARE IN IT CHES.DtVG. NO.: 104710-A/B VER: IBC 4 3 2 FL1�ORRO I� OO DNJC��I QppG OO dQL� 16107 4 3 2 + 1 `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. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLDPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 — — — SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST GRST 2RST 4F HOLMES 'ARTISTRY' ARSS ' HOLMES 46, 48B 42, 42D -- -- !DEAL 'CARRIAGE HOUSE' E115S SHORT LONG FLUSH SHORT PANEL D HORIZONTAL TRACK SUPPORT BY D DOOR INSTALLER(TO SUIT). NOTE:TRACK CONFIGURATION ABOVE THE s• • DOOR COUNTERBALANCE SYSTEM JAN,B CONFIGURATION DOOR OPENING DOES NOT AFFECT THE t DOOR DOORS UP TO A00 LBS WIND LOAD RATING OF THIS DOOR. HEIGHT "L" r GALV.STEEL FLAG BRACKET ATTACHED TO 61_6" 7 - 1"DOOR OVERLAP(EACH SIDE)— STOP MOULDIFIG BY DOOR INSTALLER(TO SUIT). WITH (3)5/I6"X 1-5/8"LAG SCREWS 16 CA,GALV.STEEL END STILE. i O TRACK WITH (2) 1/4"RIVETS. �•_6• 6 " 2.6 SYP WOOD JAMB.SEE 18 GA.GALV.STEEL DOUBLE END STILE. 2" TRACK CONFIGURATION = 'JAMB PREPARATION NOTE'. ^:�r<:,�4; .� 20 C.A. MIN.GALV, STEEL INTERLI.STILE. DOORS UP TO 800 LBS. = SPACING 117E 14"O.C. 9p• p" 16 GA,GALV.STEEL INTER. 2-1/2"X 12 GA GALV, STEEL9'-6"106" �' HINGE FASTENED TO CENTER 10'-0" 1 - TRACK BRACKETS FASTENED TO STRE W/(M1)EACH �'14a5/8' ?"GALV.STEEL TRACK, WOOD JAMBS WITH 5/6'K 1-5/8"10'-6" SHEET METAL SCREIVS. TRACK 7h11CKNE55:4.083'. 11•-0"'1 4" LAG SCREYlS NOT TO E%GEED 1M1" 1 I1'-0"1 0" ON-CENTER. MIN.OF (9)LAG `7/I6"I.D. ROUND �a I '-D"1 6" SCREWS REQUIRED PER JAMB. PUSH NUT .L 12'-6"14 2' 2'GALV.STEEL TRACK FASTENED TO FASTENER. _ - 38' TYP.2-1/2"X 12 GA GALV. 13'-0" 4 12 GA GALV STEEL TRACK BRACKETS 14 G0.GALV.STEEL ROLLER HINGES FASTENED TO ENO STILES Vl/(4)EACH gl4x5/5- C z STEEL TRACK BRACKETS, 1 '-6.1 - VOTH EITHER(2) 1/4"DIA. RIVETS OR SHEET METAL SCREWS AND(2) 1/4-SELF TAPPING SCREWS PER END HINGE. C ATTACHED TO JAMB WITH (1) 14--0" - (1) 1/4-X 5/5-BOLT&NUT PER a 24" 5/16-% 1-5/8-LAG SCREW PER 1<'-6`16C TRACK BRACKET. 2-DIA.7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 0 TRACK BRACKET. IS'-0" 15'-6" 7 " to" t6-0-1184"1 SECTION C-c 3-1/2" LHR BRACKET(2-1/2-x 5-3/4"x 12GA) •- PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4'x 3/4-SELF TAPPING SCREWS.NOTE HAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE-AS SHOWN IN M TRACK CONFIGURATION ABOVE THE $ZONE 1-RA3 CK.SHEET 1. 3"TRACK CONFIGURATION N DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER, WIND LOAD RATING OF THIS DOOR. DOORS 800 LFIS AND OVER. %INLOW HEADROOM OPTION CENTER HANG REQUIRED FOR (AVAIL..FOR BOTH 2"AND 3'TRACK) DOORS OVER S'HIGH. DOUBLE HORIZONTAL .__..._------_..._._...........-__"...__-._....._..._..... ..._. ._..... I"DOOR OVERLAP(EACH SIDE) T B2.6 SYP WOOD JAMB. SEE STOP lAOULDING BY DOOR INSTALLER(TO SUIT). p _ ' 3"GALV.TAPERED STEEL TRACK AND AMC--ANGLE.TRACK "JAMB PREPARATION NOTE'. �.;,ryl•.>;y,.�. 16 C0.GALV. STEEL END STILE. U THICKNESS:0.101'.ANGLE THICKNESS:0.080". HORIZONTAL TRACK -;r'•,���; .r i6 CA.GALV, MIN.STEE DOUBLE END STILE. MIN.ANGLE DIMENSIONS 3-1/4'a 2-7/8". SUPPORT BY DOOR 20 GA. I.iW.GALV. STEEL INTERN.STILE. VERTICAL/HORIZONTAL TRACK 14"MA%IMUM SPACING INSTALLER(TO SUIT). 18 CA GALV,STEEL INTER. JUNCTIAL/ORIIwo 1/M1"BOLTS FROM LAST MOUNTING 3-1/4"a 2-7/0"MIN. v 0.090"TAPERED HINGE FASTENED TO CENTER &NUTS FOR EACH TRACK. SLOT TO TRACK JUtICT10t4 ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE Vf/(4}EACH �14x�/8" ` 7/16" D. UND SHEET METAL SCREWS. = 4 ` PUSH 14UT m ADDITIONAL MOUNTING SLOTS l4L FASTENER. o SPACED AT 12"CENTERS. 14 GA GALV. STEEL ROLLER HINGES FASTENED 70 ENO o O.I01"THICK TO R GALV. STEEL TRACK FASTENED ttItL HAM�''�4, n �1EWS 2"ON CENTER TAPERED ANGLE D1VI HANGLE. ONET1/4"a5/8-RACK ATTACHED OLT T& AND E(2)f 1/4"SELF TAPPl(4) EACH ING-5 SCREWS PER SHEET LENDRHINGE. �.`%gG�'�G E Ng�TQ �� 46" NUT AT EACH MOUNTING SLOT. ;2 w 3"DIA.B-1/2'LONG STEM BALL BEARING STEEL ROLLERMANUFA. . o SECT1074 C-C SHORT TURING PRODUCT CODE NO 2 '.�.: - - ;r. - SHORT PANEL: PAN-2F153 w 34- NE.Y"TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS BY OTHERS. LONG PANE PAN- F156 ' IOUNTING SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. /' -O; •D L3 tS ¢ o TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART 140.: N/A !'1 i�•• STATE OF u.;, DOOR VERTICAL Unless Stated Otherniae a Clopay 8565 Odke Boulevard VINDLOAD RATING Q•, YC/ 22" HEIGHT TRACK LENGTH TOLERANCES w u @asap ON 45040 USt w D P 3 6 T "C'-.� P,:�=Q T-0" 72 - ° TeL No.513-770-4S00 tC�i' O R .. C9�d� 8'-0" 8a- .0 - k.031 8u1Qna Prafuels Crm7en7 Fur Ito.51}_710-4457 �iiS/0NALE����` 10" 9'-D 9 ONE 5/lb'a 7-5/8`LAC SCREW SPACED AT THE SAME .00 = t.015 DESCRIPTION: 2"STEEL PAN DOORS 16.2•W (SEE TABLE FOR MODELS) 'I�TII j1T�t 10'-0. 109" DISTANCES AS THE TRACK BOLTS (I.E.3-1/2% 10",22",34 .000 f.005 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS 12'-O 132 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16'.28-,& ,0000 f.001 DWG. DESIGN ENGINEER: 3-Vz' _ 14'-0' t56" q0"-FRCIA BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees -tI/2' SCOTT HAIAILTON,'P.E. iG-G 180 - VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Slated DlhGriae CHECKED BY: SH DATE: i t/20/12 SHEET a OF a SIZE FLORIDA LICENSE No. 63286 DIuENSi0NS ARE IN RicnEs.DWG. NO.: 104710-A/B VER: IBC • 3 2 FLOO MBA, PRODUCT MCAT APPROVAL VAL 16107 1 I 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 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 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). i TABLE 1: D oors with Manufacturing Product Code (MPC) PAN-2F 5 � 104710-A-ReV03, max. door size 16 x 16 0 +36/-42 PSF (design load) 104761-A-Rev02, max. door size 1812" x 16'0"; +36/742 PSF (desi(3n load) TABLE Drawin s or doors with ManuPacr urintt Product Code(MPC PAN-2F 104753-A-ReV02, max. door size 16.'2" x 16'0"; +3"8/-42 PSF (design load) 104762-Rev02, max. door size 1812" x 1610"; +41/-46 PSF (design load) 104754-Rev02, max. door size 1612" x 1610"; +46/-50 PsF (design load) TABLE 3: Drawin s for doors with a f t Product ode MPC DSIE-1F 7 1.04724=A-Rev03, max. door size 16'2 x 1 0 r38/-42 PSF (design load 104751-A-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load 104736-RevO3, max. door size 1612" x 1610"; +46/-52 PSF (design Toad) 1.04752-Rev03, max. door size 1812" x 1610"; +46/-50 PSF (design load) TABLE 4: Drawin s for doors with Manufacturing,,P duct C P DSIU-1F171: 104777-A-Rev12, max, door size 18'2" x 16'0"; +38 -42 ,PSF (design load) �104778-Rev,03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779=Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) 1 T_ABLE_5; -rawfn s for doors with Manufacturing Product Code (MPC) W—l-Q 99_; 104439-ReV02, max. door size 9'0" x 12'0"; +47/-55 PSF (design load) PAGE 1 OF 4 FILE: CBPC_121212-A.3 i EVALUATION REPORT FOR CLOFAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 104998-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 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: .Dra ( igs a s with ManWfacturingProduct Code MPC) P 3: 104710-B-Rev03, max. oor size 1612". x 16'.0"; +36/-42 PSF (design load) 104761-5-R642, max. door size 18'2" x 1610"; +36/-42 PSF (design load) TABLE 7: Drawings for doors with Manj&�curing Product Code (MPC) PAN-ZE 4 L 104753-B-Rev02, max. door size 16'2" x 1610"; +381-42 PSF (design load) TABLES- Drawings for doors with Manufactur(na Prod+uct Code (MPC) 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 ABLE 9: Drawings for doors with Manufacturing Product-Co PC DSIU-1F171: 104777-B-Rev02, max, door size 18'2" x 1 '0 +38 -42 PSF (design load) Test.Reports: i ATL-0801.01-12 (8/15/12), ATL-0813.01-12 (10/9/12), ATL-1015.0142 (11/3/12), ATL-1113.01-12R (2/18/13), ATL-1107.01-12 (11/20/12), ATL- 1023.01-12 (11/13/i2), ATL-1009.01-12R (11/20/12), ATL-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 and sealed by David Johnson, FL PE 61915. Product Description for does 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, 48, 48B, 42, 42131 55, 55S, GD5S, GD5SV, GUS, GR5SV1 ARSS, i AR5SV, EDSS, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F143: These doors consist of 2"thick steel pan sections with min. 24 ga. (0.022 ) skins. The steel skin is at least G40 DDS per ASTM A6.53. 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 PILE: CBPC_121212-A.3 l i EVALUATION REPORT FOR CLOPAY.BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 equivalent to the tested door: 84A, 94, 98, 4RST, 417, 48, 48B, Not all models may be shown. on a given drawing. Product Description for dooM )Ulth MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS .core i 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 211. 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, 43011 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-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". Those 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. Product Description for doors. vith 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: C11800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Impact Resistant Glazino (IMI: The optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432`f) 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 G1.SS; 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 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—W$ j 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. ' ����un�irrri Signature. ��` -� HAA4 4!! �`,� .•' WENS ••: No 63286 ;. .*' .. . Scott alton, P. Florida P. E. No. 63286 STATE OF ..�44/ Date: R'4/V s-- r'y'�,'�:,4 pRtpQ'•' ��a,`� i i I i PAGE 4 oP 4 FILE: C6PC 121212-A,3 j