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Product Approval fdenu>Prgdsict or Applation S.e..arch>Applicat:ion List>Application His�ry_>Application Detail
FL# FL16546-R5
Application Type Revision
Code Version 2014
Application Status Approved L �
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterfield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
1 off 9 3/23/2017 10:26 AM
Florida Building Code Online https//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w+nF...
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.
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
Validation Checklist- Hardcopy Received
Certificate of Independence FL16546 R5 COI Certification of Independence of Validation Entity-
Gary Pfuehler.pdf
FL16546 R5 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424pdf
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
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 68/31/2015
Date Validated 09/11/2015
2 of 9 3/23/2017 10:26 AM
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Date Pending FBC Approval 09/11/2015
Date Approved 10/16/2015
Date Revised 02/18/2016
Summary of Products
Go to Page tit✓ 4 10 Page 1/2
T_ ______.__.__..___.
.__..............................................._............_............................_................._..................................................................................................
FL# I Model, Number or Name I Description
16546.1 01 W5-16-HY PAN-2F153: 73,.1500, 75, 'Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) WINDCODE@
i 190, 84A, 94,42, 48, 55, 4RST, 6RST, W5 Garage Door
4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, j
AR5S, AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 101922-A-Rev14.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/-32 PSF Evaluation Reports 3
Other: Solid doors (no glazing) or doors with optional impact-resistant I� FL16546 R5 AE CBPC 131211-A.pdf
glazing are impact-resistant(large missile impact). ! Created by Independent Third Party: No
16546.2 102 W5-16-HY PAN-2F153: 73, 1500, 75, ?Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) WINDCODE@ i
1 190, 84A, 94, 42,48, 55, 4RST, 6RST, W5 Garage Door
4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, 1
I AR5S,AR5SV, ED5S, ED5SV 1
.. ........._......................................._......._......_............_.._.................i
Limits of Use Installation Instructions 1
Approved for use in HVHZ: No FL16546 R5 II 101922-B-Revl4.pdf
Approved for use outside HVHZ: Yes E 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 the wind i FL16546 R5 AE CBPC 131211-A.pdf
load requirements of the building code but DOES NOT meet the impact I Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16546.3 03 W8-16 PAN-2F443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-Car(9'2"to
ED4S,AR4S 16'2"wide) WINDCODE@ W8 Garage Door with Optional Impact-
I Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16546 R5 II 104791-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: +46 PSF/-52 PSF Evaluation Reports
Other: Solid doors (no glazing) or doors with optional impact-resistant FL16546 R5 AE CBPC 131211-A.pdf I
glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
....._............._............................................................................................................................................................................................................................................_._......................................._......_........................................_..........._..._-...........-........... ... . .............
.............................
...........
..................
....._............._.._......_..........._......_......_.........................................................i........_................................................................................................_................_....._............__............._..................._.............._........................_....... .
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j 16546.4 04 W6-16 PAN-2F153: 73, 1500, 75, 190, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) WINDCODE@-
1 84A, 94, 42,48, 55,4RST, 6RST,4RSF, W6 Garage Door
6RSF, GD5S, GD5SV, G115S, GR5SV,
ARSS, AR5SV, EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16546 R5 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 standard FL16546 R5 AE CBPC 131211-A.pdf
glazing) are impact-resistant(large missile impact). Created b Independent Third Party: No
9 9) P ( 9Y P
116546.5 05 W6-16 PAN-2F153: 73, 1500, 75, 190, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) WINDCODE®
84A, 94, 42,48, 55,4RST, 6RST, 4RSF, W6 Garage Door
16RSF, GD5S, GD5SV, GR5S, GR5SV, j
AR5S, AR5SV, ED5S, ED5SV
..__...._._..._._........_........................_............_............._...._......................A..._.........................................................____._..._.._....._.__..................-............_............_..............._......_--_...._........................_.............._................................._........................................_.__................_......._.........._.-..........._........_.__...............................................-.................____......._......_......_
Limits of Use Installation Instructions
I Approved for use in HVHZ: No FL16546 R5 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 the wind FL16546 R5 AE CBPC 131211-A.pdf
1 load requirements of the building code but DOES NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
--._...--...__...- ............__...._..__._.._._. _...._........._.............._............_..._..__......__....._._...__.._..._.................._.._..........................._..................._.......................................
(_.....__...--..._........................._........................._............._...._...._.._.:._..........._......_........_...-- --,...---..._._........_........__..._.._....._.._...__..._._._......._..- -- ......__......_.._......_.. -._...__...__......._..._..- --.._._._............_.............._..----............
..........
........
...
.._...................
._..................
...
...
-_........_...
...................
_...__...._...............__,
16546.6 i 06 W6-16 PAN-2F156: 76, 2RST Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) WINDCODE@
W6 Garage Door
W .. ...........
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 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 standard FL16546 R5 AE CBPC 131211-A.pdf
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(9'2"to 16'2"wide) WINDCODE@
j W6 Garage Door
................................................................__........_......__...................................................................._............._...........__...._....._.__._._..._......._............_............ .. I........ ........................ ................._......_.........................__........_...__....................._............._.._...._...__.....__..__._.._.......
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104710-B-Rev03.pdf
j 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 the wind FL16546 R5 AE CBPC 131211-A.pdf
load requirements.of the building code but DOES NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
4 of 9 3/23/2017 10:26 AM
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i ...._..__....._......__...._....._..._..._.._.__......._......_.._..._.._..._....._......_.........-._......_-...._.........._.......__........._.._..._......----------_........................._._...._........._.._...._._........................................_......__.................._._.._....._._._...._.................__..............._.........................................._...-.................................----..__..._.............................._..__...._.i
16546.8 j 08 W5-16 PANSP-2F153/6: 73SP, 15SP, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) WINDCODE@
76SP, 76VSP W5 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104818-A-RevOl-signed.pdf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
i Impact Resistant: Yes Created by Independent Third Party: No
Design Pressure: +32 PSF/-37 PSF Evaluation Reports
lOther: Solid doors (no glazing) or doors with optional impact-resistant FL16546 R5 AE CBPC 131211-A.pdf
glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
..............................................................._................................................................._.._..................................................................................................._....................._............................._............................_._..................................-......_.............................................................................._..................................._.........................................................................._...
_,_._.__.........._.___...._..........._._................_..----_..__..i............._......___..._._....._.-._._._.._..._.___-.__..._._........._._...._.._.._.....___.....___._._--.._....__.___................._____.-----_.._.._._-._-_...._.........._..............._...........___...___._.._.._.___----..:_.._..._.............__.__-.....____-__-......
__.
16546.9 09 W5-16 PANSP-2F153/6: 73SP, 15SP, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) WINDCODE@
76SP, 76VSP W5 Garage Door
_....._....._...- -.........._.................._.........._._............._.........................._............__..........._........................_..._............._.....__...__....._---._._..........._...........__.._...._..__..................................................._........._.......---._.._._._.._...._..__..__._._.....----.._.._._..- -..._..- ......._._._..._....._......._..............
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104818-B-RevOl-sianed.pdf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
I Design Pressure: +32 PSF/-37 PSF I Evaluation Reports
Other:The standard glazing available for this product meets the wind FL16546 R5 AE CBPC 131211-A.pdf
I load requirements of the building code but DOES NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16546.10 10 W6-09 DSIE-1A171: 2050, 2051, 2053, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga.
4050, 4051, 4053, 62, 64, 65, 62G, 62LG, min.) Single-Car(up to 9'0"wide) WINDCODE@ W6 Garage Door
64G, SDP38, SFL38, SRP38, 134, 135,
j 136, 6130, 6131, 6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 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 glazing) are FL16546 R5 AE CBPC 131211-A.pdf
impact-resistant(large missile impact). Created by Independent Third Party: No
......................................................................................._....__......._...................................................................................._...............
- - .................................._._........-- -
16546.11 j 11 W6-09 DSIE-1A171: 2050, 2051, 2053, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga.
Ii 4050, 4051,4053, 62, 64, 65, 62G, 62LG, min.),.Single-Car(up to 9'0"wide) WINDCODEO W6 Garage Door
I 64G, SDP38, SFL38, SRP38, 134, 135,
1136, 6130, 6131, 6133
. ---..............._._..........._......... ..---..._........._......................-------.................__......_........._......_.............._............._......................_._......_......_.................._..........
. _....,_._..._.........._......_......
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 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 the wind FL16546 R5 AE CBPC 131211-A pdf
I load requirements of the building code but DOES NOT meet the impact Created by Independent Third Party: No
_.__-__-__...__
5 of 9 3/23/2017 10:26 AM
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resistant requirement for windborne debris regions. ^�
16546.12 12 W6-09 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin
GD2LU, GR2LU,AR2SU, AR2LU, ED2SU, 27 ga. min.) Single-Car(up to 9'0" wide) WINDCODE@ W6 Garage Door
ED2LU, 9202, HDPC20, 7202, 8202, with Optional Impact-Resistant Lites i
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16546 R5 II 104432-A-Rev05.1)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/-44 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no glazing) or FL16546 R5 AE CBPC 141219-B.pdf
doors with optional impact-resistant glazing are impact-resistant(large Created by Independent Third Party: No
missile impact).
16546.13 13 W6-09 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin
GD2LU, GR2LU,AR2SU, AR2LU, ED2SU, 27 ga. min.) Single-Car(up to 9'0" wide) WINDCODE@ W6 Garage Door
ED2LU, 9202, HDPC20, 7202, 8202,
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
j Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104432-B-Rev05.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
I Other: Doors with standard glazing meet the wind load requirements of FL16546 R5 AE CBPC 141219-B.pdf
the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No
windborne debris regions.
_........
.........
__...........
_:...
..............
........
..---. ....................__
-- -......._..........................................
.....
..........
....-._.......................................__.�.. --._.._..__...._.._
16546.14 ! 14 W6-16 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin
GD2LU, GR2LU,AR2SU, AR2LU, ED2SU, 27.ga. min.) Double-Car(9'2" to 16'2" wide) WINDCODE@ W6 Garage
ED2LU, 9202, HDPC20, 7202, 8202, Door
i s MFC68U, 9205, HDPR20, 7205, 8205,,
' : MFR68U
Limits of Use �- -� Installation Instructions
Approved for use in HVHZ: Yes FL16546 R5 II 1.04820-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: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no glazing) or FL16546 R5 AE CBPC 141219-B.pdf
doors with optional impact-resistant glazing are impact-resistant(large Created by Independent Third Party: No
missile impact).
- ....._..-. ___.._.- -..._._._.........._..........._._.........._._........---...__.._.._._........_..........---.........--- -.. -...._._.._........_............---.....__......_..._..-_.___-..........._..._..........-..........
�16546.15 15 W6-16 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin
�� GD2LU, GR2LU,AR2SU,AR2LU, ED2SU, 27 ga. min.) Double-Car(9'2" to 16'2" wide) WINDCODE@ W6 Garage
6 of 9 3/23/2017 10:26 AM
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..... _.__._.__._.
ED2LU, 9202, HDPC20, 7202, 8202, Door _.._____ .�_..___._._._ _.___
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68 U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104820-B-Rev03.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
j Other: Doors with standard glazing meet the wind load requirements of FL16546 R5 AE CBPC 141219-B.pdf j
i the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No
i windborne debris regions.
116546.16 s 16 W6-18 DSIE-11F471: GD2SP, GR2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga.
GD2LP, GR2LP,AR2SP, AR2LP, ED2SP, min.) Double-Car(16'4" to 18'2" wide) WINDCODE@ W6 Garage Door
1 ED2LP,4302, HDGC, 6202, MFC68, 4305, with Optional Impact-Resistant Lites
HDGR, 6205, SFR68, MFR68 -
Limits of Use Installation Instructions -
Approved for use in HVHZ: Yes FL16546 R5 II 104810-A-RevO4-signed.odf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
1 Impact Resistant: Yes Created by Independent Third Party: No I
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no glazing) or FL16546 R5 AE CBPC 141219-B.odf
doors with optional impact-resistant glazing are impact-resistant(large Created by Independent Third Party: No
missile impact).
.._............_.._...._ _- _ ._.___.._.___................._.........
;
16546.17 16 W6-18 DSIE-11F471: GD2SP, GR2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga.
GD2LP, GR2LP,AR2SP, AR2LP, ED2SP, min.) Double-Car(16'4" to 18'2" wide) WINDCODE@ W6 Garage Door
ED2LP,4302, HDGC, 6202, MFC68,4305,
I
HDGR, 6205, SFR68, MFR68
_..............--......:..................................................----................_.......--.....----............._......__......._....._..- - ....................... ---.._..__................................._.........................-...--...__..__......_...._.........................._................................_........_........._..._..........
_;
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104810-B-Rev04-signed.odf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
j Other: Doors with standard glazing meet the wind load requirements of FL16546 R5 AE CBPC 141219-B.odf
the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No
windborne debris regions.
_..._...._............_...._._.._.-_._..._.__........_........._.__........._._......._......._.._...._.._........----........................_......._........_..........._.__........_.__......._........_.........._.._........_............__..._............._....................._......._..._...._......._---........................_........_........_..._:..__......._.._..__._.........._................................_....._..........................---............_..._.----...._..
................_.................--.._...._...._....-_._........._...... ........................................_......._..__.....__........._....
.._.......
i 16546.18 18 W6-18 DSIU-11F471: GD2SU, GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin
j GD2LU, GR2LU,AR2SU,AR2LU, ED2SU, 27 ga. min.) Double-Car(16'4" to 18'2" wide) WINDCODE@ W6 Garage
ED2LU, 9202, HDPC20, 7202, 8202, Door with Optional Impact-Resistant Lites
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
_.__.._.._..._..- .._.. ..
--..._.._.. ---............._................_..... ..._.............._...__........_......- _:.........._..._..........................._._.__...._....._........
----.._.._.... - ----._._......_ ... _..._
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16546 R5 II 104821-A-Rev03.odf
7 of 9 3/23/2017 10:26 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDgvgqu2w+nF...
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 glazing) or FL16546 R5 AE CBPC 141219-B.Ddf
I doors with optional impact-resistant glazing are impact-resistant(large Created by Independent Third Party: No
missile impact).
._._......._._......_.......__..-....__._............._... ..._...__........._........._..._......................-......................-....._._._....._............-....,.............._......._........._._..._......_................_..._........_................._.....__........._._._....._.......,....................._....._....._...__......._......._......_...._..._..........__.........._................._...__..._..._..- - -...-._.._..........._....._..__....;
16546.19 19 W6-18 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin
GD2LU, GR2LU, AR2SU, AR2LU, ED2SU, 27 ga. min.) Double-Car(16'4" to 18'2" wide) WINDCODEp W6 Garage
I ED2LU, 9202, HDPC20, 7202, 8202, Door
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U i
Limits of Use _ - - - _- �- Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104821-B-Rev03.pdf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 I
Impact Resistant: No Created by Independent Third Party: No
i Design Pressure: +38 PSF/-42 PSF Evaluation Reports i
Other: Doors with standard glazing meet the wind load requirements of FL16546 R5 AE CBPC 141219-B.pdf
the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No
windborne debris regions.
-----------......---- ._...__..._......__._........._._.__._...... - ._......._..._............._..._..._...--------- -- --...._....__...... -----..._._...__...---
j 16546.20 20 W8-09 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin
1( GD2LU, GR2LU,AR2SU, AR2LU, ED2SU, 27 ga. min.) Single-Car(up to 9'0" wide) WINDCODE@ W8 Garage Door
i ED2LU, 9202, HDPC20, 7202, 8202, with Optional Impact-Resistant Lites
MFC681J, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16546 R5 II 104435-Rev05.pdf
I 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 glazing) or FL16546 R5 AE CBPC 141219-B.pdf
I doors with optional impact-resistant glazing are impact-resistant(large Created by Independent Third Party: No
missile impact).
.....--.....__..._..........._..................-- --.._....-..._........_......._....................................-...--._.....-................._.................._........_.........._............._._.._....._........._......_...._..._......_......................-........._............._.._.................__._....__............._...................._...._....................._..._._............................_.-..._..............__._......._............._._......._....
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees
8 of 9 ' 3/23/2017 10:26 AM
December 11, 2013 (revised 10/14/16)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, WS
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 108-2.005. Missile
Impact and Cyclic Pressure Tests were conducted in accordance with "rAS 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 sectional garage door designs listed below in Tables 1 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 1: Drawings for doors with Ma ufacQkIrIt).9 Product Code (MPC) PAN-2F1.53_
101922-A-Rev7.5, max, door size 16'0 x 16'0"; �+•32/-32 PSF- (design load)
3.04710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TAB 2.:_Drawings for doors with M7n.tafaturing Product Code (MPC_ PAN-2_F
• 104791-Rev05, max. door, size 16'2'' x :1.6'0 +46/-52 PSF (design load)
104121--Rev04, nrax, door size 9'0" x 16'0"; •+-50/-58 PSF- (design load)
1:05109-A-ReV00, max. door size 18'0" x 16'0"; +25/-25 P5F (design load)
TA 3L _ ; Drawings for doors with M7nslfgjr._.train Product C de PAN 21»'j.e5_,I
1.0�1710--A—Rev03, rnax. door size 16`2 x 16'U"; +36/-42 PSF (design load)
TABLE 4: Drawing,5 for doors with ManujOclurirUc-P.rc d_ia t Code MPC PANSP-2F153:
1.04818-A-Rev0l, max. door size 1.6'2" x .16'0"; +32_%-37 PSF (design load)
TABL1-5: Drawings for doors with.Manuf c ring Product_Cade (MPC) PAN -2Fi.56�
104818-A-RevOl., max. door size 16'2" x 16'0"; +32/-37 PSF (design load)
TABLE f: r-1 jg5Aor doors with Manufacturing Pro" i Code MPCJ DSIE-]A171:
104814-A-Rev00, max. door size 9'0" x 16'0", .+•36/-44 PSF (design load)
TABLE 7: Draw incs far cio ;5 with M6nt_Lfacturing- r d j�,pcte f?C) f��1tV-7F446:
105109-A-Rev00, rnax. door size :1:8 0'' x 16'0"; +2.5/z-2.5. PSF (design load)
PAGE 1 Or 6 Fu_e., CI3PC .131211-A.5
`
-
'
°
e«05. niax. door oiru 16'2^ x I6'0^; +46/-52 P3F (design 'load) '
I04121-VpvO4. wax. door size 9'0" x 3.5'0''; +50/-58 P6F (design load) ^
For the doors io Tables g through 17/ Static Pressure Tests were conducted in
accordance With A5TM'E330-I0U2 and A1O8-2005. The p,essuraoUutadon
_ the drawings are either direct results of these tests or results obtained through
engineering rational analysis based on actual tosts. I have concluded that the sectional
- Aane0e door designs listed, below in Tables 8 through 13ore intnnnp//anca with these
bagt nequiruments of the Florida Building [ode.
TQdq�L�MPQ PAN
wi
' 1-u4818-I3~Rex0I-, max. door o1zo 16'2" -x IG'U"| +32/-37 PSp (design -|oad}
' 3,04814-°-"=."". "=^. door ^/zc , v x in o ; +xn/-y* p�� iAms�gn /uau}
l05I1.6-Kuv00, 8xxx. door size
Test Rei3orts-
The following test reports are based on testing conducted by American Test Lab at their
North Carolina Facility: v2.1o.v1-13 \*/2v/3.3/, uw/3,uf-1z (zu/yy1.2)v12uo.U1'lu
(1/23/13), 0117-01-13 3/ 220.01-13 (4/29/13), 0312.01- �
1� (S/1/��
0102.01-13 (2/20/I3). Those rmporiydocu[nent conrpUoncevv|Lh theTAStesting
standards and are signed and sealed by David Johnson, FL PE 61915.
The following test reports are based on i83bng conducted by CBPC'8TCat their Mason
testing facility (accredited by L'A-B fnrASTM E330nnd ANSDDASMA 108 tasUOy>:
C8pC-ATC13-0O9(6/25/13)/ 13-01o /�/2S/13), 13'O13 /4/��/13}, 16-OD4 /4/-^l6),
16-007 (5/16/16) . ` ' ` ' ` `
euaaopo
ruu' copC_131211'A.5
EVALUATION.REPoit'r FOR CLOPAY BUIL WW,PRODUCI'.<;COMPANY SFUI IONAL GARArI:WoRs,WS--^W8
Product Description for doors with MPC ) N:2Fj jj
h These doors consist of 2" thick steel pan sections with min. 2.5 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, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 426, 55, 55S, GD5S,
GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a
given drawing.
Product Description for doors wi Ii�KPQ._e6N-Zf 7; Yi
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.
Prg rigj CJ ccr{ .1 jc 0 f� 1Qors with MPC.PAN-217443:
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:mgy have optional Irnpact-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,
G04S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4,
AMS, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing.
' Pro__ c iption for doors.with MPC PAN-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", 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-217153:
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
21r". 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 Ieast structurally
equivalent to the tested door: 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be
shown on a given drawing.
PAGE.3 GF 6 Fux: CBPC._.1312:11-A.5
EVALUAI ION RUPORT FOR CLOPA'(BUILDING PROI?U(AS COMPANY SECnONAL GARAGE DOOR:,WS
Pro r�ct DeSCrjption for doors with MPC__PAKP C-_ 56;.
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 doers 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
o
irijection�moldecl 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,
P jc- scri l'to for- daor•s w' I PC DSIE-1A171:
l�dt �l_De _.l� __.__.� �_ � �,
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 g?. (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, 62LG, 6130, 65, 65G, 61.31, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134,
SRP38, Not all models may be shown on a given drawing.
('lcltic l Description for doors wiih• C DSIU-1F471:
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
go. (0.016") •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 alumillUm front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: GD2SU,
GR2SU, GD2LtJ, GR2LU, AR2SU, AR2LU, ED2SU, ED2LU, 9202, FIDPC20, 7202, 8202,
MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a
given drawing.
Pjc_dII.Le.t Description 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 at-)
aluminum front frame and a separate polycarbonate glazing. The followin j models are
at least structurally equivalent to the tested door: GD2SP, 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 Qescrirtion for doors with MPC a{?C7 y.1 49:•
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: GI-inn, GFIRnn, GHRvnn, Senn, SPVnn, SMnn
where "nn" represents tl,c: configu atlon•of the overlays. Not all models may be shown
on a given drawing.
PAGk 4 or 6 FILI: C13PC_131211-A.5
'
| wS m8
These doors consist of 1-9/16" wood door sections with hemlock rails and nU|as
~ and decorative cladding and overlays. The noaxinourn section height io28". These doors
may have optional Glazing. Optional Glazing is not impact resistant. The following
models are ot least Structurally equivalent bothe tested door., RHxX, whora "xx"
| represents the Configuration ofthe cladding and overlays. Not all rnude|y may be shown
nna given drawing.
These doors consist of2" thick steel pan doors with nn|n. 24 ga. (0.022") outer
skins. The steel skin is at least 640 perASTM A653. The nnoxinnunn section [)eight is
%4". The sections may have E95 foam insulation inserted into the pan cavity. These
doors may have optional Impact-ResistanC Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame aOd ooepnrnha po|ycarbunateg|azing.
The following nnodm|a are gL least yLrubtun:/|y equivalent to the tested door; G4S, GS4/
GD4S, GR4S, G4SV/ GS4V, GO4SV, GR4SY, E4S, EO4S, E4SV, EO4SV, MR4S, GS4,
AR4S'MR4SV/ SS4V, AR4SV. Not all models may be shown on a given drawing.
Product De-F. jptjpjjfo
These doors consist of2" thick steel Van doors with min. 24 ga. (0.022") outer
skins. The steel skin is at (east G40 per ASTM A663. The rnoxinnunn section height is
24". The sections may have EPS [oorn insulation inserted into the pan cavity. These
doors May have optional Impact-RexistantG|az|ng (Aluminum), Optional Impact-
Resistant Q|uz{hg is an aluminum front frame and o separate pn|yoorbonate glazing.
The following models are at least structurally equivalent to the tested door: G4L/ GL4,
GD4L/ GR4L, G4LV, GL4V, QD4LV, GR4LV, E4L, W4L, E4LV, ED41-V, y4R4L, SL4, AR4L,
MR4LV, SL4V, A&4LV. Not all models may be shown on a given drawing..
"
The optional impact n:aistantA|nz|Og is on |njoct(on'molded po|yc8rbonaLe.[vont '
* frame and glazing (GE LEXAm SL%2433T) that is an approved C1 plastic in accordance
vv|th testing required by the Code. Approval based on review of the [o||o\w|Og tests:
HETI-06-A802 ASTM G1S5; HETl-06'T586 A57M D638 (before); HETl'86'T634 ASTM
| D638 (after); ET['05-10I4'17496.0 AGTM D2843, ASTM [)635,-A5TM D1929.
Impa
,s__cSBe5j5 ant Glazing (Aluminum):
TUc optional /nnpaCL resistant glazing is an a/uuninunn front hanne and a separate
pV|ycarboVatm glazing that |san approved [1 plastic in accordance with testing
required by the Code, Approved po(ycarUVnaLA materials are Embic lP LaXa'n 9034
(versions also approved: MR10/ 9030, 90318, 90316, 90317, 90311, 90314, 90355\
and 8ayerMokro|on GP (versions also approved: SL, AR, 15). Approval based on
n:Y|mw-ofNOA 13-0717.01 (SaUiclP, exp. 7/17/18) and NOA 12-8605.05 (Bayer, exp.
8/]7/17).
The drawing(s) cited above are an explicit part of this evaluation repo/L The
text orthis report does not attempt to address all design details and relies on the
illustrations and text of these drawings as well.
Jn[nhs, lintels, sills nr other structural elements required to prepare openings
are not covered. The design of the Supporting nLruotunn| elements shall be the
responsibility of the professional of record for the building orsLrucLure and in
pAmoSor6 F/m, CnoC_131211~A.5
EvAwAmN RUM FOR CLOPAY BUILOING PRODUCTS COMPANY S[CfIONAL GARAGE DOOLS,_W5
accordance with current building codes for the loads listed on tile drawing(s) referenced
above.Installation requirements per the relevant Florida Administrative Rule, including at
attachments, are detailed on the drawing(s) listed above. Installation must be ill
accordance with manufacturer's installation instructions and must be as shown on th'e
drawing.(s) lis ted above. The rnanufacturers licensed design professional-listed on the
drawing(s) has reviewed the attachment details and installation requirements.
Signature:
cENs*.
No G 3 2,0 6
Scott Hamilton, P. E,
Florida P. E, No. 63286
E OF 441
lwe: t 6 lice
R
/fill AX, %
PAG F 6 OF 6 FILE: CBPC_131211A5