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Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVE®q
• if FL# FL16546-R11 AUG O 9 ry 209
® Application Type Revision
Code Version 2017 ST. Lucie County, Permitting
Application Status Approved
Comments
Archived D
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blv
F2 MR== 0�opy
Mason,OH 45010=
(513)770-6062
1 LE %410
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed 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
Z Validation Checklist-Hardcopy Received
Certificate of Independence FL16546 R11 COI Certification of Independence of Validation Entity_
Gary Pfuehler 2016-02-19.pdf
FL16546 R11 COI Statement on Independence of Evaluation Entity_
ScottHamilton 2016-02-19.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_dtl.aspx?par6m=wGEVXQwtDgvgqu2w%2bnFgUMAgulPw2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 1/6
8/1/2019 Florida Building Code Online
Certified By
Florida Licensed Professional Engineer or Architect
FL16546 R11 Equiv 20170809- FBC-DASMA 108 equiy.pdf
FL16546 R11 Equiv 20170809- FBC-DASMA 115 equiv.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2018
Date Validated 02/13/2019
Date Pending FBC Approval 02/13/2019
Date Approved 04/16/2019
Summary of Products
Go to Page Page 1/4
FL# Model,Number or Name Description
16546.1 01 W5-16-HY PAN-2F153/6: 73, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
1500,75,76, 190,84A,94,42,42B, WINDCODE@ W5 Garage Door
_ 48,48B,55,4F,4RST,6RST,4RSF,
6RSF,GDSS,GD5SV,GR5S, GR5SV,
AR5S,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for u HZ: No FL16546 R11 II 101922-A-Revl5.pdf
Approved f Unt:Yes
a HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Res si t Created by Independent Third Party: No
Design PressuF/-32 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional impact- FL16546 R11 AE CBPC 131211-A.pdf
resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.2 02 W5-16-HY PAN-2F153/6: 73, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
1500,75,76, 190,84A,94,42,42B, WINDCODE@ W5 Garage Door
48,48B, 55,4F,4RST,6RST,4RSF,
6RSF,GDSS,GD5SV,GR5S, GRSSV,
AR5S,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 101922-B-ReviS.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: +32 PSF/-32 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 Rll AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No
meet the impact resistant requirement for windborne debris
regions.
16546.3 03 W8-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-
ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with
Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104791-Rev05.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(no FL16546 Rll AE CBPC 131211-A.pdf
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.4 04 W6-16 PAN-2F153: 73, 1500,75, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide)
190,84A,94,42,42B,48,48B,55, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
4RST,6RST,4RSF,6RSF,GDSS, Lites
GD5SV,GR5S,GR5SV,ARSS,
AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104710-A-Rev03.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(no FL16546 R11 AE CBPC 131211-A.pdf
standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No
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16546.5 05 W6-16 PAN-2F153: 73, 1500,75, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide)
190,84A,94,42,48, 55,4RST, WINDCODE@ W6 Garage Door
611ST,4RSF,6RSF,GD5S,GD5SV,
GRSS,GR5SV,AR5S,AR5SV,ED5S,
ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 104710-B-Rev03.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:The standard glazing available for this product meets FL16546 R11 AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No
meet the impact resistant requirement for windborne debris
regions.
16546.6 06 W6-16 PAN-2F156: 76,2RST Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 Rll II 104710-A-Rev03.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(no FL16546 Rll AE CBPC 131211-A.pdf
standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.7 07 W6-16 PAN-2F156: 76,2RST Steel Pan(min. 25 ga.)Double-Car(92"to 16'2"wide)
WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104710-B-Rev03.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:The standard glazing available for this product meets FL16546 Rll AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No
meet the impact resistant requirement for windborne debris
regions.
16546.8 08 W5-16 PANSP-2F153/6: 73SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
15SP,GDSSSP,GD5SSPV,76SP, WINDCODEO W5 Garage Door
76VSP
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104818-A-Rev01-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: +32 PSF/-37 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional impact- FL16S46 Rll AE CBPC 131211-A.pdf
resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.9 09 W5-16 PANSP-2F153/6: 73SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
15SP,GDSSSP,GD5SSPV,76SP, WINDCODE@ W5 Garage Door
76VSP
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104818-B-RevOl-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: +32 PSF/-37 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 R11 AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No
meet the impact resistant requirement for windborne debris
regions.
16546.10 10 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
2053,4050,4051,4053,62, 64, 65, skin 29 ga. min.) Single-Car(up to 9'0"wide)WINDCODE@ W6
62G, 62LG, 64G,SDP38, SFL38, Garage Door
SRP38, 134, 135, 136, 6130, 6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104814-A-Rev00.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/-44 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 Rll AE CBPC 131211-A.pdf
glazing) are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.11 11 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
2053,4050,4051,4053,62, 64, 65, skin 29 ga, min.)Single-Car(up to 9'0"wide)WINDCODE®W6
62G,62LG,64G,SDP38,SFL38, Garage Door
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 3/6
8/1/2019 Florida Building Code Online
SRP38, 134, 135, 136,6130,6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104814-B-Rev00.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/-44 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 R11 AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES NOT Created by Independent Third Party: No
meet the impact resistant requirement for windborne debris
regions.
16546.12 12 W6-09 DSIU-1F471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga. min.)Single-Car(up to 9'0"wide)
AR2LU, ED2SU,ED2LU,9202, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
HDPC20,7202,8202, MFC68U,9205, Lites
HDPR20,7205,8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104432-A-RevOS.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/-44 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R11 AE CBPC 141219-B.pdf
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.13 13 W6-09 DSIU-IF471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga, min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga. min.) Single-Car(up to 9'0"wide)
AR2LU,ED2SU,ED2LU,9202, WINDCODE@ W6 Garage Door
HDPC20,7202,8202,MFC68U,9205,
HDPR20,7205,8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104432-B-RevOS.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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16546 R11 AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16546.14 14 W6-16 DSIU-11`471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga, min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)
AR2LU, ED2SU, ED2LU,9202, WINDCODE@ W6 Garage Door
HDPC20,7202,8202,MFC68U,9205,
HDPR20,7205,8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104820-A-Rev03.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(no FL16546 R11 AE CBPC 141219-B.pdf
glazing) or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.15 15 W6-16 DSIU-IF471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga. min.) Double-Car(9'2"to 167"wide)
AR2LU, ED2SU, ED2LU, 9202, WINDCODEQ W6 Garage Door
HDPC20, 7202,8202, MFC68U,9205,
HDPR20,7205,8205,MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104820-B-Rev03.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 FL16546 R11 AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16546.16 16 W6-18 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga, min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(16'4"to 18'2"wide)
AR2LP,ED2SP, ED2LP,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 FL16546 R11 II 104810-A-RevO4-s!gned.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(no
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUMAguIPw2FMmFvBgsvYdca%2fzGzwcCAmK5Q%3d°/`3d 4/6
8/1/2019 Florida Building Code Online
glazing)or doors with optional impact-resistant glazing are FL16546 Rll-AE CBPC 141219-B.Ddf
impact-resistant(large missile impact). Created by Independent Third Party: No
16546.17 16 W6-18 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(16'4"to 18'2"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 FL16546 Rll II 104810-B-Rev04-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 FL16546 Rll AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16546.18 18 W6-18 DSIU-1F471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga, min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga, min.) Double-Car(164"to 18'2"wide)
AR2LU, ED2SU, ED2LU,9202, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
HDPC20,7202,8202, MFC681J,9205, Lites
HDPR20,7205,8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 Rll II 104821-A-Rev04.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(no FL16546 Rll AE CBPC 141219-B.pdf
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.19 19 W6-18 DSIU-IF471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga. min.) Double-Car(164"to 18'2"wide)
AR2LU, ED2SU, ED2LU,9202, WINDCODE@ W6 Garage Door
HDPC20,7202,8202,MFC681J,9205,
HDPR20,7205,8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 104821-B-Rev04.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 FL16546 Rll AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16546.20 20 W8-09 DSIU-1F471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga. min.) Single-Car(up to 9'0"wide)
AR2LU, ED2SU, ED2LU,9202, WINDCODE®W8 Garage Door with Optional Impact-Resistant
HDPC20,7202,8202, MFC68U,9205, Lites
HDPR20,7205,8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 Rll II 104435-RevO5.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: +54 PSF/-60 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R11 AE CBPC 141219-B.pdf
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
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Product Approval Accepts-
POM 1MV-M
is cChEcE p
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4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS ODORS DOOR HEIGHT a OF a OF U-BARS SHEET. REVISIONS
SECTIONS 1 OF 4 REV. NO. ZONE: DATE: ECN NO.. APPVD: DESCRIPTION
MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS UP TO 7'0' 4 8
CLOPAY Bblk 94 -- 73, 75 1500,190 76 76V 7'3' TO 8'9' 5 10 15 - 9/2016 - SH UPDATED U-BAR DESCRIPTION.
IDEAL 'RST,41`■1 4RSF I 6RST 6RSF 2RST -- 9'0' TO 10'6' - 6 12
HOLMES 48;489 1 -- 142,42B 55,55S -- -- 10'9' TO 12'3' 7 14
SHORT PM'EL LONG PANEL 12'6' TO 14'0' 8 16
D x -MODEL 4F IS FLUSH 14'3' TO 15'9' 9 18 D
16'0' 10 20
MAX SECTION HEIGHT: 21' "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC"
'CLASSIC'RAISED PANEL EMBOSS DOORS
A LONG PANEL ALSO APPROVED. SEE TABLES AT LEFT FOR DETAILS.
SHORT PANEL LONG PANEL _ OPTIONAL GLAZING MAY BE
a.OF INTERN a Of iNTERM. a OF STD a OF COMM. a OF INTERN. IMPACT-RESISTANT OR STANDARD (DS8 OR
DDDR WIDTH DDDR WIDTH BETTER). SEE SECTION B-8 ON'SHEET TWO
STILES HINGES INTERN.STILES INTERK Si7LES HINGES
9'2'TO 9'10' 1 1 9'2'TO 11'2' 1 0 1 FOR DETAILS. GLAZING MAY BE IN TOP OR
10'0'TO 11'10' 2 2 11'4' TO 14'10' INTERMEDIATE SECTION (SHOWN IN
12'0' TO 13'10' 3 2 15'0'TO 16'2' 3 2 3
I INTERMEDIATE SECTION).
14'0'TO l5.10' 4 4 SEE NOTE BELOW REGARDING EXTRA Ip I I I I I / I SHORT GLAZING ONLY.
16'0• TO 16'2' 5 3 STILES ON LONG PANEL DOORS. .-
u
VIEW "B
'CARRIAGE HOUSE' 'CARRIAGE HOUSE'RAISED PANEL
RAISED PANEL EMBOSS DOORS SHORT EMBOSS DOORS t C
U
MODELS 25 GA 25 GA INS DDDR WIDTH a OF INTERM.a OF INTERN.CL = C VIEW "C'.
OPAY STILES HINGES
C GALLERY' GDSS,CRSS ODSSV,GRSSV 9.2- TO 10.0' 1 1 Q 20 GA. END STILES ATTACHED TO C
HOLMES 10.2' TO 1104' NTA MIA c, DOOR SKIN VII PATENTED
'ARTISTRY' ARSS AR5SV 9146' TO 13410' 3 2 TOG-L-LOC SYSTEM (TOP, BOTTOM &
IDEAL 'CARRIAGE l4.O' TO 16'0' 5 3 CENTER).ATTACHED TO TOP AND
HOUSE' ED5S ED5Sv BOTTOM RAIL WITH PATENTED
SHORT PANEL
TOG-L-LOC SYSTEM.
TWO POINT LOCKING
THIS DOOR MEETS OR EXCEEDS THEDESIGN LOADS FOR THE INTO TRACK.
ULTIMATE KIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON
ASCE7-10) FORTHEFOLLOWING CONWIDTH
IN BUILDING'S
1) ENCLOSED A OPTIONAL OUTSIDE KEYED LOCK POSITION.
BUILDING,2)DOOR HAS 2' OF WIDTH W BUILDING'S END ZONE,3)
ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH MAX. DOOR WIDTH - 16'-0"
ANSI/DASMA 10& SITE-SPECIFlC CALCULATIONS BY A QUALIFIED INSIDE ELEVATIONS SNAP LATCH ENGAGES
DESIGN PROFESSIONAL MAY DIFFER. LOCATION OF OPTIONAL VENTS. TOTAL ONTO VERTICAL TRACK.
ULTIMATE WIND VENT OPENINGS: 60 IN' PER VEHICLE. ONE SNAP LATCH ON
B 140 145 150 160 175 END
SPEED 4MPH1 EACH SIDE OF DOOR.
EXPOSURE STILE.
CATEGORY B,C,D B.C. D B,C B.C B
. SLIDE BOLT LOCK
MEAN ROOF HEIGHT 25' IS' 25' is, 30' EXTRA STILES FOR LONG-PANEL MODELSOUTSIDE
ADDITIONAL IB CA COMMERCIAL INTERN. STILES REQUIRED AS NOTED ON ENGAGES INTO KEYED-� END OUTSIDE
THE TABLES ABOVE. END VERTICAL TRACK. HANDLE STILE. HANDLE.
THESE COMMERCIAL CENTER STILES ARE ATTACHED.MIDPOINT BETWEEN THE STILE. ONE LOCK A LOCK BAR
EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER SIILES ARE EACH SIDE OF ENGAGES IN
ATTACHED WITH TOG-L-LOC(TOP&BOTTOM)OR (4)3/16"POP RIVETS INSIDE HANDLE TRACK ON
OR(4)g8 SHEET METAL SCREWS. DOOR. OUTSIDE KEYED LOCK WITH EACH SIDE
yAM14lI!IiI SNAP LATCH LOCK.OPTION. OF DOOR.
rp •,GENS�Diy�i� INSIDE SLIDE BOLT OUTSIDE KEYED LOCK WITH
• `\• F LOCK OPTION. LOCK BAR LOCKING.
#14x5/8" SHEET
�.:•
No 6 8 •'•*.! METAL SCREWS MANUFACTURING SHOTANEL:•PRODUCT CODE
/�hJ\—b*•+ O MIN. 25 GA. DOOR MP- PAN- 1`15 /6 SHORT PANEL: PAN-21`153
DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F. LONG PANEL: PAN-21`156
:cc: lbdd TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A ^
STA E OF :4j 1/4"x3/4" SELF Ualeso Staled Omer.::c _Clopay 0585 Duke Boulemd WINDLOAD RATING A
�•,,p P,;_` OO TAPPING SCREWS O TOLERANCES�cre _
O. \ , Mon.OH 45040 USA
F •.,o R, Td.No.513-770-4880 W 5 D P 3 2
��il Ss �� O .0- 3.031 Bw1Lnq ProUls Compaq Fax No.513-770-4853
VIII�ONAI-E���� .00 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
T�TTLI 1111 14 GA, END HINGES 18 GA. INTERMEDIATE HINGE .000 3.005
DESIGN ENGINEER: u w VEtV "C" D�.000 o *102. DRAWN BY: MWW- DATE: 1/26/96 SCALE: Mrs DING
.R
SCOTT HAMILTON, P.E. CHECKED BY: - DATE: -- SHEET 1 OF a SIZE 1J
FLORIDA LICENSE No. 63286 oui[I+SIONS AREEliNiivcRm DWG. NO.: 101922 VER: IBC
4 3 2 1
4 3 2 1
'CLASSIC'RASED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET, REVISIONS
RAISED PANEL EMBOSS DOORS Z OF 4
MODELS 24 GA 24 GA INS 25 GA 25 GA IN 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,94 -- 73, 75 1500, 190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL
OL4RST, 4F• 4RSF QRST 6RSF 2RST -- 'GALLERY' GDSS, GRSS GDSSV,GRSSV
HHES 48,488 -- 42,42BI 55,55S I -- I -- HOLMES
'ARTISTRY' ARSS ARSSV
SHORT PANEL LONG PANEL IDEAL 'CARRIAGE D
D •-MODEL 4F IS FLUSH HOUSE' EDSS EDSSV
SHORT PANEL
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 OPTIC OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENITRE 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 ANP.MEETS THE IMPACT-RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC). REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
C �1DETAIL C
I - �- FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
7A— IMPACT-RESISTANT FRAME.
OPTIONAL DECORATIVE224 MULTIPURPOSE HIGH BOND TAPE 125
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE. Ii \A (i
i I 6lAZINC
�( �r MOLDED INSIDE
0188-F LITE RETAINER.
STRUCTURAL SILICONE SEALANT (18x3/4" PAN HEAD SCREW
(BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH
B MOLDED GE LEXAN (10) g8 x 3/4"PAN HEAD MACHINE SCREWS. p
SLX2432T FRONT Lg
FRAME do GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101922-A DRAWING 101922-B
0, 4
N 6326MANUFACTURING PRODUCT DE
* //'
SHORT PANEU PAN2F153
��-4: / MIN. 25 GA. DOORS, MPC PAN-2F153/6 LONG PANEL: PAN-21`156
lll::: DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F.
TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A ^
UIZ—Slated Oth-'se � 8585 Duke B."".'d VINDLOAD RATING A
TOLERANCES a.e _CiopayTe Nu.511345040
5 0USA 1,/�j
.0 - t.031 o0dng Nlw: is Compaq Fax No.513-770-4855 Vv 5 D P 3 2
o00 ±,005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
DESIGN ENGINEER, De.0000 = t102 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.
R
CHECKED BY: -- DATE: -- SHEET 2 OF a SIZE B
SCOTT HAMILTON, P.E. Ualeex storm O"I'lise
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES. DWG. NO.: 101922 VER: IBC
4 3 2 1
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' SHEET. REVISIONS
RAISED PANEL EMBOSS DOORS 3 OF 4
MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 ca INS MODELS 25 GA 25 GA INS REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A,94 -- 173, 75 11500,190 76 76V CLOPAY - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST.4Fx 4RSF 6RST 6RSF 2RSi 'GALLERY' GD5S,GR5S GD5SV,GR5SV
HOLMES 48,48B -- 42,42H 55,55S -- -- HOLMES
SHORT PANEL LONG PANEL 'ARTISTRY' ARSS ARSSV 3" TALL U-BAR.
D • - MODEL 4F IS FLUSH IDEAL HOUSERIAGE ED5S ED5SV �{ 2"THICK 20 MNCYIELDA. LV.ST STRENGTH: 80 KSI. D
SHORT PANEL f 80 KSI" STAMPED ONTO U-BAR.
IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO 3 r
ACCEPTABLE ALTERNATIVES: 25 GA. MIN: G-40 GALV.1)THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS STEEL SKIN WITH A
MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE BAKED-ON PRIMER AND A
BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE. SEE DETAIL BELOW. THE CENTER OF BAKED-ON POLYESTER TOP
SCREW HOLE MUST BE AT LEAST h' FROM BOTH EDGES FOR A 5/16' LAG SCREW. COAT APPLIED TO BOTH
2)IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS). A SIDES OF STEEL SKIN. \ 12 GA. GALV. STEEL TOP ROLLER
2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING BRACKET. EACH BRACKET ATTACHED
USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENERS MUST W/(4) #14x5/8" SHEET METAL
BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE SCREWS.
PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE.
—1/2• FROM EDGE BOTTOM OF SECTION: U-BAR PLACED
SHIP LAP JOINTS. ABOVE OF LEAF HINGE AS SHOWN.
C 14 GA. GALV. STEEL END HINGE
FASTENED TO END STILES W/(4) EACH C
#14x5/8" SHEET METAL SCREWS & (4)
1t/ DENSITY POLYSTYRENE FOAM 1/4" SELF TAPPING SCREWS.
INSULATION 1-5/16" THICK WITH ir VINYL HAIRCELL BACKER TION: U-BAR PLACED ON
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): (INSULATED MODELS ONLY). TOP OF TOP OF SECTION:
LEAHINGE AS SHOWN.
3/8"x3" LAG SCREWS (1-1/2" EMBED) ON 24" CENTERS- 1-1/8" MIN. O.D. WASHER REQUIRED. LAG SCREWS MAY
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT
TRANSFER LOAD. - •
3" TALL x 20 GA. GALV. STEEL U-BAR.
VERTICAL JAMB ATTACHMENT BOLTS
(1 BLOCK OR 2,000 PSI MINCONCRETE, COLUMN): ONE AT THE TOP OF EACH SECTION AND
INCLUDE SLEEVE ANCHOR CMOS (1-1/2" EMBED) ON 17" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS ONE AT THE BOTTOM OF EACH SECTION.
INCLUDED WITH SLEEVE ANCHORS. EACH U-BAR ATTACHED WITH (2)
1/4"x3" TAPCON SCREWS (1-1/2- EMBED) ON 14" CENTERS (2,OOD PSI MIN. CONCRETE) OR 8" CENTERS (C-90 1/4"x3/4" SELF TAPPING SCREWS PER
B BLOCK). 1" MIN. O.D. WASHERS REQUIRED WITH TAPCONS. STILE LOCATION. - B
ANCHORS MAY BE COUNTERSUNK (BUT.NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL
JAMBS DO NOT TRANSFER LOAD.
OTHER JAMB CONFIGURATIONS: REFER TO DASMATDS-1.61. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE
EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS.
13 GA. GALV. STEEL BOTTOM BRACKET.
NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS
PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES TALUMINUM EXTRUSION
FOR THE LOADS LISTED ON THE DRAWING. & VINYL WEATHERSTRIP.
,vvv�T HAM/4 ����i SECTION A—A (SIDE VIEWI
,�.5:�.�GENSF••2 i
� NO 838 •_• MANUFACTURING PRODUCT CODE
� MIN. 25 GA. DOORS, MPC PAN-2F153/6 SHORT PANEL:PAN-21`153
* 7
LONG PANEL: PAN-2F156
DESIGN LOADS: +32.0 P.S.F. & -32.0 P.S.F.
� TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A
A %9 STATE O � Uwess Stated Otnemise8585 Duke Boulerd VINDLOAD RATING
TOLERANCES are r'Q a Mason,OH 45040 USA
�i F•' O R 10,.E\�� J Tel.No. va513-770-4800 W 5 DP 3 2
.0 = tN..031 f uLiieg Prabets Qdvxry Fos N 513-770-4853
7O�a tt� ..00 1.005 00 :E.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
DESIGN ENGINEER: .0000= S:001 DRAWN BY: MW1Y DATE: 1/26/96 SCALE; NTS DWG.�Q
Degrees = t 1/2' CHECKED BY: -- DATE: -- ISHEET 3 OF 4 SIZE ,J)
SCOTT HAMILTON, P.E. Udiene stated ome..a,e
FLORIDA LICENSE No. 63286 IDIMENSIONS ARE IN INCHES.DWG. NO.: 101922 1 VER; IBC
4 3 2 1
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS BOORS 'CARRIAGE HOUSE' SHEET. REVISIONS
RAISED PANEL EMBOSS DODRS 4 OF 4
MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS REV. NO.1 ZONE: I DATE: ECN N0. APPVD: DESCRIPTION
CLOPAY B4A,94 -- 73, 75 1500,190 76 76V CLOPAY 15 - - - - SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST,4F■ 4RSF 6RST 6RSF 2RST -- 'GALLERY' GDSS,CRSS G➢SSV,GRSSV
HOLMES 48,488 1 -- 142. 42BI 55,55S I HOLMES ARSS ARSSV
SHORT PANEL LONG PANEL 'ARTISTRY'
D IDEAL 'CARRIAGE ED5S ED5SV D
-MODEL 4F IS FLUSH HOUSE'
SHORT PANEL
2'TRACK CONFIGURATION.
DOOR COUNTERBALANCE SYSTEM JAM13 CONFIGURATION.
HORIZONTAL TRACK
rAIND
GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR
WITH(3)5/16'X 1-5/8"LAG SCREWS HEIGHT "L" INSTALLER(TO SUIT).
O TRACK WITH (2) 1/4"RIVETS. 6'-6"T-0" 2x6 SYP WOOD JAMB.SEE OPTIONAL.STOP h10UL01NC BY INSTALLER TO SUIT.
.NOTE:TRACK CONFIGURATION ( )7'-6" "JAMB PREPARATION NOTE".ABOVE THE DOOR OPENINGDOES SPACING ME 30"O.C. " ° 20 CA CALV. STEEL END STILE.
NOT AFFECT THE WIND LOAD _64" P 20 G0.MIN.GALV:'STEEL INTERN.STILE.
RATING Of THIS DOOR. 9,-0,2'GALV.STEEL TRACK, g'-6"I 6" 2-1/2"X 12 GA GALV.STEEL
TRACK THICKNESS:0.060'. 10'—D" TRACK BRACKETS FASTENED TO
10'-6" WOOD JAMBS WITH 5/6"X 1-5/8"v 18 C0.GALV. STEEL CENTER HINGE-L- I I-0" LAG SCREWS. FASTENED TO INTER.STILES W/(4)EACH
= I,-6" .17/16'LD.ROUND PUSH #14.5/8"SHEET METAL SCREWS.
]6"tZ" TYP.2-1/2"X 12 GA(0.099") 12'-0' 136" NUT FASTENER.
C z GALV.STEEL TRACK BRACKETS, 12--6-142- 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14x5/8" C
z ATTACHED TO JAMB WITH(1) 13--0- SHEET METAL SCREWS AND(4) 1/4"SELF TAPPING SCREWS PER END HINGE.
ao 5/16"X 1-5/8"LAC SCREW PER 13'-6" 4" 2"CALV.STEEL TRACK FASTENED TO
TRACK BRACKET. 14'-0" 12 CA GALV STEEL TRACK BRACKETS
4'-6' WITH EITHER(2) 1/4"DW.RIVETS OR 2`DIA SHORT STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10" - (1) 1/4"X 5/8'BOLT&NUT PER
3_1/2- TRACK BRACKET. SECTION C-C
PREPARATION OF JAMBS BY OTHERS.
LHR BRACKET(2-1/2"x 5-3/4'x 12GA)
3"TRACK IS ALSO AVAILABLE. .
ATTACHED WITH(2) 1/4"x 3/4'SELF TAPPING
SCREWS
DOUBLE TRACK
LOW HEADROOM OPTION
DOUBLE HORIZONTAL
TRACK.
B B
NO 63 8 MANUFACTURING PRODUCT CODE
MIN. 25 GA. DOORS, APC PAN-2F153/6 SNORT PANEL: PAN-2F753
* DESIGN LOADS: +32.0 P.S,F, & -32.0 P.S.F. LONG PANEL- PAN-2F156
TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A
A ;o•, STAT OY :��7 I VNers Stated Olna.ae _ 8585 Duke 80ulevard VIN➢LOAD RATING
Il n y Mamn.OH 45040 USA
�.........Rlpp:�\�`�
TOLERANCES Boldin ProdudsOCana Tel.No.513-7711 800 W 5 DP32
q ;Wy foc No.513-170-4853
Too ±_015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN DC +32/-32 PSF
DESIGN ENGINEER: 0000= f.001 DRAWN BY: MWW DATE: 1/26/96 SCALE: NTS DWG.
Degrees= t 1/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 IS17E B
SCOTT HAMILTON, P.E. unle:s Stored Otn—%e
FLORIDA LICENSE No. 63286 .INEN.A AAE IN INCHES.DWG. NO.: 101922 VER: IBC
4 3 2 1
December 11, 2013 (revised 12/17/18)
Evaluation Report for Clopay Building Products Company Sectional (garage Doors, W5
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 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 and CBPC-ATC. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 8, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005/2012.
__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 115-2005/2012. 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 sectional garage door designs listed below in
Tables i through 7 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 7.• Drawings for doors with Manufacturinq�o�1uc Code (MPC) PAN-2F153:
101922-A-Rev15, max. door size 1.6'0" x 16'0"; +32/-32 PSF (design load)
104710-A-RevO3, max. door size 1612" x 1610"; +36/-42 PSF (design load)
TABLE 2: Drawincis for doors with Manufacturing Product CodePAN-2F443:
104791-Rev05, max. door size 1.6'2" x 16'0".!
'0"; +46/-52 PSF (design load)
104121.-Rev04, max. door size 9'0" x 16'0 +50/-58 PSF (design load)
105109-A-Rev01, max. door size 18'0" x 16`0"; +25/-25 PSF (design load)
TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) PAN-U156:
1.01.922-A-Rev15-, max. door size 16'0" x 16'0"; +32/-32 P5F (design load)
104710-A-RevO3, max. door size 1.6'2" x 1.6'0"; +36/-42 PSF (design load)
TABLE 4• Drawing for doors with Manufacturing Product Code (MPC) PANSP-2F153•
104818-A-ReV01, max. door size 16'2" x 16'0 '; +32/-37 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) PANSP- F1.56:
104818-A-ReV01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE 6: Drawings for doors with Manufacturing Product Code (M- Q DSIE-1A171:
104814-A-ReV00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load)
TABLE 7: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446:
105109-A-ReV00, max. door size 18'0" x 16'0";+25/-25 PSF (design load)
PAGE 1 4F 6 FILE: CBPC_131211-A.7
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5—W8
TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) SPO-2F_49 :
104791-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
104121--Rev04, max, door size 9'0" x 16'0"; +50/-58 PSF (design load)
For the doors in Tables 9 through 18, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005/2012. 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
sectional garage door designs listed below in Tables 8 through 13 are in compliance
with these test requirements of the Florida Building Code.
TABLE ;Drawings for doors with Manufacturing Product Code_(_.LCI PAN-2F153:
101922-8-Revl5, max. door size 16'0" x 1 '0"; +32/--32 PSFesi
( gn load)
104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 10• Drawings for doors with Manufacturing Product Code (MPC)_PaN-.2F143:
105101-ReV00, max. door size 20'0" x 16'0"; +30/-32 PSF (design load)
TABLE 11: Drawings for doors with Manufacturing Product Code (MPC) PAN-21F156;
101.922-B-Revl5, max. door size 16'0" x 1610"; +32/-32 PSF (design load)
104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 12: Drawings for doQr5 with Manufacturing Product Code (MPC) PANSP-2F153:_
104818-B-ReV01, max. door size 1612" x 1610"; +32/-37 PSF (design load)
`CABLE 13: Drawings for doors with Manufacturing Product Code (MPC) PA_SP-2F156:
10487.8-B-Rev01, max. door size 16'2" x 16'0"; *32/-37 PSF (design load)
TABLE 14: Drawings oQM witti Magufacturing Product Code MPC DSIE-1A171:
104814-B-Rev00, max. door size 9'0 ' x 16'0"-, +36t--44 PSF (design load)
TABLE 15: Drawings for doors with Manufacturing Product Code (MPC) PAN-2 ;.
105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design oad)
105430-Rev00, max. door size 16'0" x 16'0"; +25/-25 PSF (design load)
TABLE 16: Drawings for doors with Manufacturing. Product Code (MPC) PAN-2F446:_
x.05109-B-RevO1, max. door size 18'0" x 16'0"; +25/-25 PSF (design load)
TABLE 17: Drawings for doors with Manufacturing Product Code (MPC)_W-Q-8p2
105116-RevOl, max. door size 18'0" x 8'0"; +32/-36 PSF (design 'Toad)
TABLE 1$: Drawings for doors with Manu-taQW-doci Product Cgdg (MPQ PAN-2F441:
105430-Rev00, max. door size 16'0" x 16'0 ', +25/-25 PSF (design load)
TestepQrts:
The following test reports are based on testing conducted by American Test Lab at their
North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12
(1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13),
0102.01-13 (2/20/13). These reports document compliance with the TAS testing
standards and are signed and sealed by David Johnson, FL PE 61915.
PAGE 2 OF 6 FILE: CBPC_131211-A.7
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5--W8
The following test reports are based on testing conducted by CBPC-ATC at their Mason
testing facility (accredited by ANAB/L-A-B for ASTM E330 and ANSI/DASMA 108
testing): CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-013 (4/29/13), 16-004
(4/4/16), 16-007 (5/16/16) CBPC-ATC 18-041 (9/25/18).
Product De$cril2tiQn for doors.with MPC 266-2F153;
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 (Molded): 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, 417, 4RSF, 6RST, 6RSF, 48, 486, 42, 42B, 55, 55S, GD5S,
GDSSV, GR5S, GR5SV, AR5S, AR5SV, ED5S, 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 doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
21". The sections may have EPS foam insulation inserted into the pan cavity. The
following models are at least structurally equivalent to the tested door: 84A, 94, 4F,
4RST, 4RSF, 48, 48B. Not all models may be shown on a given drawing.
Product Desgriplign for dggr5 witb MPC PAU-2F443:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: G4S, GS4,
GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4,
AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing.
Product DescriDttlon for doors with MPC PAN F15
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. Sections may have 1-5/16"
insulation captured In the cavity of the pan section. The maximum section height is
21". The following models are at least structurally equivalent to the tested door: 76,
75L, 2RST, 76V. Not all models may be shown on a given drawing.
Product Description for doors with MPC PANSP-2F153:
These doors consist of 2" thick steol pan sections with min. 25 ga. (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
insulation captured In the cavity of the pan section. The maximum section height is
21". These doors may have optional Impact-Resistant Glazing in either the top section
or the next-to-the-top section. 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. 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be
shown on a given drawing.
PAGI:3 OF 6 FILE: CBPC 131211-A.7
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,w5^WS
Product Description for doors with MPC PANSP-21=156:
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. Sections may have 1-5/16"
insulation captured in the cavity of the pan section, The maximum section height is
21". These doors may have optional Impact-Resistant Glazing in either the top section
or the next-to-the-top section. 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: 76SP, 76VSP. Not all models may be shown on a given
drawing,
Pescription for doors with MPC DSIE-1A171•
These doors consist of 1-3/8" 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". The following models are at least
structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62,
62G, 621-G, 6130, 65, 65G, 6131, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134,
SRP38, Not all models may be shown on a given drawing.
product Description for doors with MPQ DSI1_1-11=471
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. (0.0161) G40 DDS per ASTM A653. The maximum section height is 24". These
doors may have optional Impact-Resistant Glazing (Aluminum), Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: GD2SU,
GR2SU, GD2LU, GR2LU, AR2SU, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202,
MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a
given drawing.
Product DescriptiQo for doors with MPC DSIE-1F471:
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 per
ASTM A653. The maximum section height is 24". These doors may have optional
Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an
aluminum front frame and a,separate polycarbonate glazing. The following models are
at least structurally equivalent to the tested door: G1j2SP, GR2SP, GD2LP, GR2LP,
AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205,
SFR68. Not all models may be shown on a given drawing.
Product Description for doors it j M C SPO-2F449:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have decorative overlays. The following models are at least
structurally equivalent to the tested door: GHnn, GHRnn, GHRvnn, Senn, SPVnn, SMnn
where "nn" represents the configuration of the overlays. Not all models may be shown
on a given drawing.
PAGE 4 OF 6 FILE: CBPC 131211-A.7
EVALUATION REPORT FOR CLOPAY BUILDING,PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8
Product Description for doors with MPC W-1899:
These doors consist of 1-9/16" wood door sections with hemlock rails and stiles
and decorative cladding and overlays. The maximum section height is 28". These doors
may have optional Glazing. Optional Glazing is not impact resistant. The following
models are at least structurally equivalent to the tested door: RHxx, where "xx"
represents the configuration of the cladding and overlays. Not all models may be shown
on a given drawing.
Product Description for doors with MPC PAN-2F446:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin Is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: G4L, GL4,
GD4L, GR4L, G4LV, GL4V, GD4LV, GR4LV, E4L, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L,
MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing.
Product Description for doora with MPC PAN-2F441:
These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653. The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: 4F4, GD4S,
GR4S, GD4SV, GR4SV, ENS, ED4SV, AMS, AR4SV, GD4L, GR4L, GD4LV, GR4LV,
ED4L, ED4LV, AR4L, AR4LV. Not all models may be shown on a given drawing.
aka-ct Resistant GJazin_g(Molded):
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 the Code. 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.
Impact Resistant Glazing (Aluminum):
The optional impact resistant glazing is an aluminum front frame and a separate
polycarbonate glazing that Is an approved C1 plastic in accordance with testing
required by the Code. Approved polycarbonate materials are Sabic IP Lexan 9034
(versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355)
and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on
review of NOA 13-0717,01 (Sabic IP, exp. 7/17/18) and NOA 12-0605,05 (Bayer, exp.
8/27/17).
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 S OF 6 FILE: CBPC_131211-A.7
f
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W$
.lambs, 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; `++++� C`MAM/4����i
NO 6 2 6
Scott Hamilton, P.
Florida P. E. No. 63286
ATE 0 : QJ�
PAGE 6 OF 6 FILE: CBPC_131211-A.7