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Product Approval Menu>Product or Application Search>AW Jicatian List>Application Detail
FL# FL16107-R10
i Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterfjeld@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed 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
4! Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity_
Gary Pfuehler.pdf
FL16107 R10 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDXOIV%2fA%3d%3d 1/5
12/30/2019 Florida Building Code Online
Certified By
Florida Licensed Professional Engineer or Architect
FL36107 R10 Equiv 20170809-FBC-DASMA 108 equiy.pdf
FL16107 RIO Equiv 20170809-FBC-DASMA 115 equiy.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
Summary of Products
Go to Page Page 1/3
FL# Model,Number or Name Description
16107.1 01 W6-16 DSIE-IF171: 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 RIO II 104724-A-Rev03-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 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(97'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: No FL16107 R10 II 104724-B-Rev03-sianed.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.
16107.3 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 RIO AE CBPC 121212-A.odf
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 Rio 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 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 O5 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=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDX0IV%2fA%3d%3d 2/5
12/30/2019 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 Parry: 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)
148,48B,4F,4RST WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104753-B-Rev02-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-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 187'wide WINDCODE@ 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.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).
16107.8 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 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 RIO II 104751-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.
16107.9 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 187'wide WINDCODE®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 187'wide WINDCODEO 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 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, WINDCODEO W6 Garage Door with Optional Impact-Resistant
GD5S,GRSS,ARSS,EDSS 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:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fvo8JculDXOIV%2fA%3d%3d 3/5
12/30/2019 Florida Building Code Online
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO 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
GDSS,GRSS,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 RIO 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 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 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: 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 RIO 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 WB-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 RIO II 104754-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: +46 PSF/-50 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 RIO 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 W8
67,67G,68,6200, 6201,6203, Garage Door with Optional Impact-Resistant Lites
SP200,SF200,SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 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 RIO 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)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-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).
16107.18 18 W8-18 DSIU-IF171: 9200,9201, Double-skin Insulated PUR(exterior skin 27 ga, min.; interior
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhIOgaYpgetu2°/a2f5n8XnBD2°/`2fVo8JcuIDX01V%2fA°/`3d%3d 4/5
12/30/2019. Florida Building Code Online
9203,HDP20,HDPF20, HDPL20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE®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-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: +46 PSF/-50 PSF Evaluation Reports
Other: Max.Wind Speed (\_ult): 170 MPH.Solid doors or FL16107 R10 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(9'2"to 167'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.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 R10 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-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)WINDCODE@
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.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 R10 AE CBPC 130214-A.Ddf
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 Pagel/3
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4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 25 GA 1 24 GA MODELS 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
CLOPAY B4A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - 6/24/13 - SH ADDED LONG PANEL OPTION.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 4B, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
LOCATION.ATTACHED W1 TOG-L-LOC (TOP & BTM)AND
SHORT LONG FLUSH SHORT PANEL
D URETHANE ADHESIVE (ALONG CENTER).
"CLASSIC" SHORT PANEL DESIGN SHOWN_ GALLERY SHORT PANEL AND "CLASSIC"
A LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS.
OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR
F ® ® i IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW.GLAZIN
GLAZING IS APPROVED. SEE SECTION B-B ON
SHEET TWO FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION.
INTERMEDIATE SECTION.)
0
/ 7 � / 1 / IL/ '1/ / " / / // / / / / / // / -
• � VIEW "B" (SEE SHEET THREE). / � /
n r—
N
r
2
29C
Z= VIEW "C" (SEE SHEET THREE).
o 15 GA. END STILES ATTACHED TO
DOOR SKIN WITH PATENTED
C �+� U TOG-L-LOC SYSTEM (TOP, BOTTOM &
CENTER). ATTACHED TO TOP AND
-- BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM.
TWO POINT LOCKING
INTO TRACK.
L•-•- A OPTIONAL OUTSIDE KEYED LOCK POSITION. II2) L BOTTOMHR TOPBRACKET T.USED AS
!,(AX. DOOR WIDTH = 16'-2"
INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N
0120394) USED WITH 3" TRACK, SNAP LATCH ENGAGES
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. 014TO VERTICAL TRACK. END
DOOR HEIGHT R OF ONE SNAP LATCH ON STILE.
SECTIONS SLIDE BOLT LOCK EACH SIDE OF DOz
UP TO 7'0' 4 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED ENGAGES INTO o
B 7'3' TO 8'9' S PANEL EMBOSS DOORS VERTICAL TRACK. OUTSIDE B
SHORT PANEL LONG PANEL END
910' TO 10'6' 6 X OF IN TERK a of STD X OF COMM. SHORT PANEL STILE. ONE LOCK A
DOOR VlOTH STILES DOOR WIDTH INTERN.STILES INTERN STILES a OF 114TERM HANDLE. LOCK BAR
10'9' TO 12'3' 7 (PER SECTION) (PER SECTION) )PER SECTIDIO DOOR VIDTH STILES EACH SIDE OF OUTSIDE
12'6' TO 14'0' B 9'2•To 9.10' 7 9.2'TO 11'2' 1 2 (PER SECTION) DOOR. KEYED ENGAGES IN
14'3' TO 15'9' 9 m'o•To IND• 4 N'4'TO 14.10. 2 3 9.20 To 10.0' 3 HANDLE. TRACK ON
16'0' 10 12'0'To 13'10' 5 1510,To 16'2' 3 4 10'2'TO 11'4• N/A EACH SIDE
14'0'TO 15'IG' 6 SEE NOTE BELOV REW,RDING EXTRA 11'6'TO 14.6' S OF DOOR.
MAX SECTION HEIGHT: 21' 16.0•TO 16.2• 7 STILES ON LONG PANEL DOORS. 14'8'TO 16.2- 7 INSIDE SLIDE BOLT INSIDE
LOCK OPTION. OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION LOCK BAR LOCKING.
,"011 EE"7j ADDITIONAL IS CA.COMMERCIAL INTERLI.STILES REQUIRED AS NOTED ON
THE LES ABOVE.
%% G�. HA)y/4�ijl THESEA COMMERCAL CENTER STILES ARE ATTACHED LIIOPoI4T BETWEEN THE
. ''' G E IVS' 'O �i� EXISTING RESIDENTIAL CENTER STILES.COMMERCIAL CENTER STILES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
`4% 5,.•�� �.`••ti ATTACHED WIN TOG-L-LOC(TOP 6•P.OTTON)OR(4)3/16'POP RIVETS ULTIIAATE WINO SPEEDS USTEO BELOW ACCORDING TO THE FLORIDA
OR(4)98 SHEET MPAL SCRE.S. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
*:• NO 6328$/ '.*!� ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED MANUFACTURING PRODUCT CODE
BUILDING. 2)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE, 3) SHORT PANEL: PAN-2F753
ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. LONG ANEL: PAN-21`756
• 'S ANSI/DASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED TEST LOADS' +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^
A �9 STA E OF $T� DESIGN PROFESSIONAL MAY DIFFER. unless Slated Otnecwme ® � 8585 Duke Boulevard VINDLOAD RATING A
TOLERANCES a, Iflo/ a Mason,OH-770-USA w P 3 6 T
��F'•�O R�Q• .` ULTI D M WIND 155 160 170 I80 I95 ® N Tel.No.513-770-48C0
C?�� SPEED cNPH> ,p = f.037e OuJdi PTcdals Company Fax No.5T3-770-4853
S111NA110%% EXPOSURE g,C, D H,C. D E.C H,C g clop =oo ±.015
5 DESCRIPTION: 2"STEEL PAN DOORS 16'2%1 (SEE TABLE FOR MODELS)
CATEGORY .0000 3.001 DRAWN BY: SH DATE: t1/19/t SCALE: NIS DWG.D
DESIGN ENGINEER: MEAN ROOF HEIGHT 25' 15, 2S' 15' 30' Degrees= t t/2' CHECKED BY. SH DATE: t l/20/t2 SHEET t OF 4 SIZE-f�
SCOTT HAMILTON, P.E. UNess Slated 0lnerwise
FLORIDA LICENSE NO. 63286 OINAET15loN5 ARE IN INEHEs.DWG. NO.: 104710-A/B VER: IBC
4 3 2 IGLOO R00A PRODUCT DD UC T APPROVAL 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 Z OF 4 1 REV. 140.1 ZONE: I DATE: I ECN 140. APPVD:I DESCRIPTION
CLDPAY 84A, 94 73, 75 76, 75L 1 98 CLOPAY 'GALLERY' 6115S, GR5S 03 - - - SH I SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST I 6RST 2RST I 4F HOLI4ES 'ARTISTRY' AR5S
HOLMES 48. 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 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 IBC/FBC
GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2605.
IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH F8C 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTIO14 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 AI4D IS LARGE—AND SMALL—IAISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC),
SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
C DETAIL
C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
IMPACT—RESISTANT FRAME.
OPTIONAL DECORATIVE / 2E5 MULTIPURPOSE HIGH BOND TAPE I---_7
I 25
SNAP—IN INSERT. / (BETWEEN FRAME AND FACADE).
II DECORATIVE FRONT FACADE.
L r GLAZING
o.tee� MOLDED INSIDE
STRUCTURAL SILICONE SEALANT LITE RETAINER.
(BETWEEN STEEL SKIN AND FRAME). #8x3/4" PAN HEAD SCREW
(10 SCREWS PER LITE),
IMPACT RESISTANT
ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
8 MOLDED GE LEXAN (10)b8 x 3/4"PAN HEAD MACHINE SCREWS.
SLX2432T FRONT B
FRAME&GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104714 DRAWING 104710-B
��1AL a+4r
HAM/ �O
' MANUFACTURING PRODUCT CODE
*::• No 68 * SHORT PANEL: PAN-2F153
LONG PAN • PA -2F156
�/ DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. PART NO.: N/A
TEST LOADS: 5 ,0 P.S.F. & —63.0 P.S.F. A
STATE OF :��: un caa sfoae4 otnerwiae ®Clopay 8585 Duke Boulerord WINDLDAD RATING
0 R 1 TOLERANCES ore MFlodocis osan,OH 45040 USA
T.I.No.51J-770-4SOD W 6 D P 3 6 T
S��NA�E� � .00= t.015 DESCRIPTION! 2-STEEL+PAN DOORS�16'2'1V (SEE TABLE FOR MODELS)
000 t-005 DRAWN BY: SH DATE: 11/19 1e SCALE: NTS
DESIGN ENGINEER: .0000 = t.001 /' DWG.
Degrees = t 1/2' CHECKED-BY: SH DATE:-11/20/12 SHEET 2 OF -I SIZE B
SCOTT HAIAILTON, P.E. D:.Ie stotcd otnawlae
FLORIDA LICENSENo 63286 DIMENSIONS ARE IN ndCHES.DWG. NO.: 104710—A/B VER: IBC
4 3 2 FLOO UIDIMA p ODMC T AaPPROO VAL 16107 77
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 3 OF 4 REV. NO.1 ZONE: I DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY 014 SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' ARSS
HOLMES 46, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS
SHORT LONG FLUSH I SHORT PANEL -1 1-2"THICK
D p
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM ODOR) NOTES: 25 CA. (0.019" 14114. THICK)-�_ (2RACKETS (2-1/2"GALV. STEEL x TOP ROLLER 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKINEACH I AST BAKED-014 POLYESTER PAINTED TO TOP BRACKET WITH THE 2x6 VERTICAL SYP(GRADE#2 OR BETTER)JAMBS.140 LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, BRACKET ATTACHED W/(4) #14x5/8" SHEET
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. BAKED-ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+288 LB k -336 LB.PER LINEAR
FOOT OF J TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
I/4'xl/2" BOLTS
3. ALL JAMBF FASTENERS I.IaY 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 WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY,
MAX.O.C.
SHIP TAP C 14 GA. MIN. GALV. ROLLER HINGE. EACH C'JOINTS
2x6 VERTICAL JAMB -------_HINGE FASTENED TO END STILES W/(4)
/j144/8" SHEET METAL AND (2)
1/4"x3/4' SELF TAPPING SCREWS. SEE
4"— VIEW "B'•
r
4-1/4„
ONE 4" T-STRUT PER SECTION. (SEE VIEW
2.6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VI 'N „D'• "D") EACH T-STRUT ATTACHED AT EACH
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. /-HINGE LOCATION WITH (2) 1/4'z3/4" SELF
ONY-J EUN 0.057" MIN. GALV. STEEL,
TAPPING SCREWS.
ON-CENTER 50 KSI. l.71N.
DISTANCE STEEL
BUILDING TYPE FASTENER TYPE BETWEEN WASHERS
REQUI
FASTENERS'REQUIRED?
WALL 1 4 • 1-1 4"IAIN. EMBED TAPCON CONCRETE ANCHOR 7-1/2" 1 O.D.
3000 PSI MIN.CONCRETE 1 4"x 1"Wli. EMBED TAPCON CONCRETE 1%4CHOR B-1 4 1`O.D.
B R T 3 B'X 1-3/4-MIN.EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 1 -1 114CLUDED o
4000PSI MIN. CONCRETE 3/8*X 1-3/4-MIN.EMBED WEJ-17 AN R TITE SLEEA ANCHOR 4NCLUPIC,
WOOD AM Cl SCREW ATM A307,GRADE1-5/8"EMBED INTO STRUCTURE17- 4"
FIRST(BOTTOM)ANCHOR STARTING AT NO MORE 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.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2 EXCLUDING STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS.
ALUMINUM EXTRUSION &VINYL WEATHERSTRIP.
IT HAM/4 /it4x5/8" SHEET METAL SCREWS ALUMINUM
A-A (SIDE VIEW)
T , o
�J�gG�'�GE N g �'L�•,
No 6 '.•*t I MANUFACTURING PRODUCT CODE
00 0 0 SHORT PANEL: PAN-2F153
1/4"z3/4" SELF LONG PANEL: PAN-2P156
`O L i`AS O D TAPPIt4G SCREWS DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F.
TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A
A 9', STA E OF :ItJ� 1 Unless Staled Otherwise 8535 Ouke Boulevard V 14 GA. END HINGES 18 GA. 0.014.) INTERMEDIATE HIN.E INDLDA➢RATING
T •° A:_,• w " " vI 7 TOLERANCES are Ueson,ON 45040 USA
VIE B E1 C � opay TN.No.513-7J0-4800 W 6 D P 3 6 T
�i��t4S, •. % O= t.031 Bmld'nq Proetids LwnPsrr) Fas h'o.513-170-4853
I r'llNALTE`��� .000 0 = 3.005 DESCRIPTION: 2"STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
DESIGN ENGINEER: oe0ees= t 0 1 DRA741N BY: SH DATE: 11/19/12 SCALE: NTS DWG.R
DESIGN
SCOTT HA ENGINEER:
P.E. D / CHECKED-BY: Sri DATE:"11/2D/12 SHEET 3 OF 4 SIZEAL
Unless 51"'ed Otherwise
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES,DWG. NO.: 104710-A/B VER: 18C
4 3 2 FLU OORB13A PRODUCT DD UCT GAPPROO d L 16107
- - - -
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL E14ROSS DOORS SHEET. REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4 OF 4 REV. N0. ZONE:I DATE: ECN N0. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 76. 75L 98 CLDPAY 'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' ARSS
HOLMES 48, 48B 42, 42D -- -- IDEAL 'CARRIAGE HOUSE' E➢5S
SHORT LONG FLUSH SHORT PANEL
D HORIZONTAL TRACK SUPPORT BY D
DOOR INSTALLER(TO SUIT).
NOTE:TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
DOOR OPENING,DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS.
WIND LOAD RATING OF THIS DOOR. I HEIGHT 'L
[. 63"
3 CA GALV.STEEL FLAG BRACKET ATTACHED TO 6'-6" 70" 1`DOOR OVERLAP (EACH SIDE) STOP IJOULOING BY DOOR INSTALLER(TO SUIT).
AMB WITH (3) 5/I6-X 1-5/8`LAG SCREWS 7'-0-
ND TO TRACK WITH (2) 1/4`RIVETS " 2.6 SYP WOOD JAMB, SEE 16 GA.GALV.STEEL END STILE.
7-6` 8 • "JAMB PREPARATION NOTE`. 18 GA.GALV.STEEL DOUBLE END STILE.
2" TRACK CONFIGURATION i -O "
DOORS UP TO 800 LBS. w OD:SPACING HIE 14`O.C. W-6" 4" 20 CA t.IW.GALV. STEEL INTERt.1.STILE.
x 9-0" 00" 2-1/2-X 12 CA GALV. STEEL / 18 GA.CALV. STEEL INTER.
0 9_6 6 TRACK BRACKETS FASTENED lOJ HINGE FASTENED TO CENTER
o 2"GALV.STEEL TRACK, 10-0 12` STILE W/(4)EACH 914x5/8"
oO_ ••1 Yf00D JAMBS WITH 5/6"% 1-5/8` SHEET METAL SCREWS.
c TRACK THICKNESS:Q.083". 1 '-0" 4" LAC SCREWS NOT TO EXCEED 14" 1
ll'-6" - ON-CENTER.MIN.OF(9)LAG L 7/18"I.D. ROU14D
0 1 '-0" 36"
SCREWS REQUIRED PER JAMB. PUSH NUT
= L" [318"
1 '-6"1 " 2"GALV.STEEL TRACK FASTENED TOFASTENER.
TYP.2-1/2`X 12 GA GALV. 13'-0" 4 12 GA GALV STEEL TRACK BRACKETS 14 CA GALV.STEEL ROLLER H04CES FASTENED TO ENO STILES W/(4) EACH #14x5/8"STEEL TRACK BRACKETS, 13'-6"154' WITH EITHER(2) I/4"DIA.RIVETS OR SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.
ATTACHED TO JAMB WITH (1) 14'- " (1) 1/4"X 5/8`BOLT&NUT PER
" 5/16'X 1-5/8`LAG SCREW PER 14'-6"1 TRACK BRACKET. 2•DIA. 7-1/2"LONG STEM, 10 BALL STEEL ROLLER\VRH STEEL OR NYLON TIRE.
TRACK BRACKET. 15'-0"15'-6"16'-0` 84" SECTION C-C
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 THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE ENO STILE`AS SHOWN 114
NOTE.TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1.
3"TRACK CONFIGURATION DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLF TRACK
DOORS 800 LBS AND OVER, WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. 1 HEADROOM OPTION
CENTER HANG REQUIRED FOR
DOORS OVER 8'HIGH. (A/AIL.FOR BOTH 2"AND 3`TRACK)
DOUBLE HORIZONTAL
.. I"DOOR OVERLAP(EACH SIDE) TRACK.
B 2.6 SYP WOOD JAMS. SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT)- p
3`GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 16 CA.GALV. STEEL END STILE. B
THICKNESS:0.I01`.ANGLE THICKNESS:0.080". HORIZONTAL.TRACK JAMB PREPARATION NOTE". GA.GALV.STEEL DOUBLE END STILE.
MIN,ANGLE DIMENSIONS 3-1/4'x 2-7/8". SUPPORT BY DOOR 20 CA. MIN.GALV.STEEL INTERM.STILE.
YERTICAL/HORIZONTAL TRACK 14`l.IAXI.MUM SPACING INSTALLER(TO SUIT). 18 GA.GALV.STEEL INTER.
3-1/4"x 2-7/8"MIN. :QOBO"TAPERED / HINGE FASTENED TO CENTER
JUNCTION.TWO 1/4"BOLTS FROM LAST lOUNTING J
&NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE.SEE LAG BOLT MOUNTING BELOW. a STILE W/(4)EACH @14x5/8"
7/16` .D. UNO SHEET METAL SCREWS.
= 11 1 PUSH NUT
O ADDITIONAL AIOUNi1MC SLOTS 1 FASTENER.
o SPACED AT 12`CENTERS. 14 GA.GAIN. STEEL ROLLER HINGES FASTENED TO END
0 0.101`THICK 3"GALV.STEEL TRACK FASTENED
TO TAPERED ANGLE.TRACK ATTACHED TO STILES W/(4) EACH®14x5/8"SHEET METAL SCREWS
`5�5�4'.11 HA114/4 fl.. II 12`ON CENTER TAPERED ANGLE WITH ONE 1/4"x5/B•BOLT& AND(2) 1/4•SELF TAPPING SCREWS PER END HINGE.
♦% GO,•••EN••'�0 �'i 4fi` NUT AT EACH MOUNTING SLOT.
c�•V�O 6E •,L = 3"DIA.8-1/2"LONG STEAL BALL BEARING STEEL ROLLER.
NO g 22 SECTION C-C MANUFACTURING PRODUCT CODE
* �J TP �""''" - SHORT PANEL: PAN-2FI53
�l W 34• NE.Y"TRACK BOLT AND NUT AT EACH i' '.'.'.).. . PREPARATION OF JAh16S BY OTHERS.
a MOUNTING SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F- N PANEL: PAN- F156
TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. N/Ap1
•O; 'S LS YS PART NO.:
A �9', STATE OF :1G+ DOOR VERTICAL un ess Stated Otnerw¢e Clopay 8385 Duke Boulevard WINDLOAB RATING
0•. /l/� 22" HEIGHT TRACK LENGTH TOLERANCES ar ® Ilozoo,OH 45040 USA \ /C D P 3 6 T
�'n•• [ QQ:•'�Z� 7'-0" 7 ° Tel.Ko.513-770-4800 W O
....... • G, `� 8-0" 84" ,0 f.031 00dieq PtoduNs Coweprr, Fox No.513-770-4853
0 10` W-O" 96" ONE 5/16"x 1-5/8"LAG SCREW SPACED AT THE SAME .00 = 3.015 DESCRIPTION: 2" STEEL PAN DOORS 16.2`V! SEE TABLE FOR MODELS
1 '-0' 1 " DISTANCES AS THE TRACK BOLTS(I.E.3-1/2% 16%22-,34", .000 = t.005 )
12-O 132 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16',28`,& ,DODO 3.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.
3-1/2` 14-0' 156'
DESIGN ENGINEER 16—0 1Do 40"FR01.1 BOTTOM.-TV10 LAG SCREWS ALSO LOCATED ABOVE Degrees t I/2' CHECKED BY: SH DATE: t 1/20/12 SHEET 4-OF a SIZE
SCOTT HALIILTON, P.E. '..' VERTICAL/HORIZONTAL TRACK JUNCTION. U,xess Stated olnaraxe
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 104710-A/8 VER: IBC
4 3 2 FLOO QODQ p ODUC T APPROVAL 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 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).
TABLE 1: Drawings for doors with Manufaccturino Product Code (MPC) PAN-2F1
104710-A-Rev03, max. door size 1612" x 1610"; +36/-42 PSF (design load)
104761-A-Rev02, max. door size 1812" x 1610"; +36/-42 PSF. (design load)
TABLE 2; Drawings for doors with Manufacturing Product Code (MPC) PAWZE 143:
1047.53-A-ReV02, max. door size 16'2" x 1610"; +38/-42 PSF (design load)
3.04762-Rev02, max. door size 1812" x 16'0"; +41/-46 PSF (design load)
104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF (design load)
:TABLE 3: Drawings for doors with Manufa�c ring Dr
dur-t Gode.(MPC) DSIE-1F171:
1104724-A-Rev03, max. door size 16'2 x 16'0 ', +38/-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 load)
104752-Rev03, max. door size 1812" x 1610"; +46/-50 PSF design load)
ABLE 4: Drawin s for doors with Manufactur- Prod PC DSIU-1F171:
.;104777-A-Rev02, 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 18'2" x 16'0"; +46/-50 PSF (design load)
TABLE 5• Drawings for doors with Manufacturing, Product Code (MPC Wes- G899
104439-Rev02, max. door size 910" x 12'0 +47/-55 PSF (design load)
PAGE 1 of 4 FILE: CBPC._121212-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6--WS
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: Drawings ford grs with MgnufacturingProduct Code MPC P - 3•
104710-B-Rev03, max. door size 16'2 x 16'0"; +36/-42 PSF (design load)
104761-3-Rev02, max. door size 18'2 x 16'0"; +36/-42 PSF (design load)
TABLE 7• Drawings f_or._d_QQrjj WithManufacturing Product Code,(MPQ PAN-ZF1LA3:.
104753-B-Rev02, max. door size 16'2" x 161
011
; +38/-42 PSF (design load)
TABLE 8, Drawings for doors with Mang rod 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 1610"; +38/-42 PSF (design load)
TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171:
104777-B-RevO2, max. door size 18'2" x 1 '0"; +38/-42 PSF (design load)
'Pest Reports:
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-1009.01-12R (11/20/12), ATL-0827.01-12
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 doors 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, 42B, 55, 55S, GD5S, GD5SV, GR5S, GRSSV, AR5S,
AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing.
Product Description for doors with MPC PAN- F143:
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 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--W8
equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 4813. Not all models
may be shown on a given drawing.
Product Description for doors 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 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, 661 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 . 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.
Product Description for 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, CH900, CRDnnn. Not all models may be
shown on a given drawing.
Impact 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
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 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: 0 J� �HAA4/4,fff
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* No 63286
Scott Iton, P. ;
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Florida P. E. No. 63286 •c�4
STATE OF :•gym
Date: 8l `� '�i F"'•<�o R N,���
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PAGE 4 OF 4 FILE:CBPC_121212-A.3