HomeMy WebLinkAboutProduct Approval Y 190, 84A, 94,42, 48, 55,411ST, WINDCODEO W6 Garage Door
6RST, 4RSF, 6RSF, GD5S, GD5SV,
GRSS, GR5SV, AR5S, ARSSV, ED5S,
ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104710-B-RevO3.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 R5 AE CBPC 131211-A.13df
the wind load requirements of the building code but DOES Created by Independent Third Party: No
NOT meet the impact resistant requirement for windborne
debris regions.
16546.6 06 W6-16 PAN-21`156: 76, 2RST Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104710-A-RevO3.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 R5 AE CBPC 131211-A.odf
standard glazing) are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.7 07 W6-16 PAN-2F156: 76, 211ST Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104710-B-RevO3.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: +36 PSF/-42 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 R5 AE CBPC 131211-A.odf
the wind load requirements of the building code but DOES Created by Independent Third Party: No
NOT 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, 76SP, 76VSP WINDCODEO W5 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104818-A-RevOl-sianed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +32 PSF/-37 PSF Evaluation Reports
Other: Solid doors (no glazing) or doors with optional FL16546 R5 AE CBPC 131211-A.pdf
impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.9 09 W5-16 PANSP-21`153/6: 73SP, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide)
15SP, 76SP, 76VSP WINDCODEO W5 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104818-B-RevOl-sioned.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +32 PSF/-37 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 R5 AE CBPC 131211-A.odf
the wind load requirements of the building code but DOES Created by Independent Third Party: No
NOT 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.'mi ..; interior
'-- 2053, 4050, 4051, 4053, 62, 64, 65, skin 29 ga. min.) Single-Car(up to 9'0"wide) WIND.CODEO
62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door
n SRP38, 134, 135, 136, 6130, 6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 104814-A-RevOO.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 7"
Impact Resistant:Yes Created by Independent Third Party: No
r
:Design,i?ressure: +36 PSF/-44 PSF Evaluation Reports
O er..Maz"WtndcSpeed(Vrult),:-170?MP.H:Solid doors-(no:__ FL16546 R5 AE CBPC 131211-A.odf-
glazing) are impact-resistant(large missile impact),.- Created.-by Independent Third Parw---N`o
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) WINDCODEO
62G, 621-G, 64G, SDP38, SFL38, W6 Garage Door
SRP38, 134, 135, 136, 6130, 6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104814-B-RevOO.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: +36 PSF/-44 PSF Evaluation Reports
Other:The standard glazing available for this product meets FL16546 R5 AE CBPC 131211-A.Ddf
the wind load requirements of the building code but DOES Created by Independent Third Party: No
NOT meet the impact resistant requirement for windborne
debris regions.
16546.12 12 W6-09 DSIU-11`471: GD2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.;
GR2SU, GD2LU, GR2LU, AR2S1J, 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, Lites
9205, HDPR20, 7205, 8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 104432-A-RevO5.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 R5 AE CBPC 141219-B.Ddf
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 DSI1J-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
HDPC20, 7202, 8202, MFC68U,
9205, HDPR20, 7205, 8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 104432-B-RevOS.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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16546 R5 AE CBPC 141219-B.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.14 14 W6-16 DSIU-1F471: 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, MFC681J,
9205, HDPR20, 7205, 8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 104820-A-Rev03.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 (no FL16546 R5 AE CBPC 141219-B.Ddf
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-117471: 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)
AR21-1-1, 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 R5 II 104820-B-Rev03.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 R5 AE CBPC 141219-B.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.16 16 W6-18 DSIE-117471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga, min.) Double-Car(164"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 R5 II 104810-A-Rev04-sioned.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 (no FL16546 R5 AE CBPC 141219-B.Ddf
glazing) or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
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(164" 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 R5 II 104810-B-Rev04-sioned.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 R5 AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.18 18 W6-18 DSIU-11`471: GD2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.;
GR2SU, GD2LU, GR2LU, AR2SU, interior skin 27 ga, min.) Double-Car(16'4"to 18'2"wide)
AR2LU, ED2SU, ED2LU, 9202, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
HDPC20, 7202, 8202, MFC681J, Lites
9205, HDPR20, 7205, 8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 104821-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 R5 AE CBPC 141219-B.odf
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-1F471: GD2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.;
GR2SU, GD2LU, GR2LU, AR2SU, interior skin 27 ga. min.) Double-Car(16'4"to 18'2" 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: No FL16546 R5 II 104821-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
Other: Doors with standard glazing meet the wind load FL16546 R5 AE CBPC 141219-B.Ddf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact 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, Lites
9205, HDPR20, 7205, 8205, MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 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 R5 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).
Go to Page W Page 1/ 2 v
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Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
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Product Approval Menu>Product or Application Search>Application List>Application Detail
I-OFFIC50FTHE FL# FL16546-R5
Application Type Revision
Code Version 2014
Application Status Approved
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
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C✓i Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
[✓J Validation Checklist- Hardcopy Received
Certificate of Independence FL16546 R5 COI Certification of Independence of Validation Entity-
Gary Pfuehler.Ddf
FL16546 R5 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.Ddf
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 08/31/2015
Date Validated 09/11/2015
Date Pending FBC Approval 09/11/2015
Date Approved 10/16/2015
Summary of Products
Go to Page Page 1/2
FL# Model,Number or Name Description
16546.1 01 W5-16-HY PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide)
75, 190, 84A, 94,42, 48, 55,4RST, WINDCODEO W5 Garage Door
6RST, 4RSF, 6RSF, GD5S, GD5SV,
GR5S, GRSSV,AR5S, AR5SV, ED5S,
EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 RS II 101922-A-Revl4.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: +32 PSF/-32 PSF Evaluation Reports
Other: Solid doors (no glazing) or doors with optional FL16546 R5 AE CBPC 131211-A.pdf
impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.2 02 WS-16-HY PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide)
75, 190, 84A, 94, 42, 48, 55, 4RST, WINDCODEO W5 Garage Door
6RST,4RSF, 6RSF, GD5S, GD5SV,
GR5S, GR5SV,AR5S, AR5SV, EDSS,
EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R5 II 101922-B-Revl4.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 R5 AE CBPC 131211-A.pdf
the wind load requirements of the building code but DOES Created by Independent Third Party: No
NOT 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) WINDCODEO W8 Garage Door with
Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 104791-Rev04.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: +46 PSF/-52 PSF Evaluation Reports
Other: Solid doors (no glazing) or doors with optional FL16546 R5 AE CBPC 131211-A.odf
impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No
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, 48, 55,4RST, WINDCODEO W6 Garage Door
6RST, 4RSF, 6RSF, GD5S, GD5SV,
GRSS, GR5SV, ARSS, ARSSV, EDSS,
ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 RS II 104710-A-Rev03.adf
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 RS AE CBPC 131211-A.pdf
standard glazing) are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.5 05 W6-16 PAN-21F153: 73, 1500, 75, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide)
i
f
f
MODELS 27 GA SHORT 27 GA FLUSH 27 DA LONG DDDR HEIGHT X OF KEY DATE DESCRIPTION'
SECTIONS THIS DOOR MEETS OR EXCEEDS 714E DESIGN LOADS FOR THE 00 6/2013 WAS DRAWING 101654AB-REV14,
ULTIUATC WIND SPEEDS LISTED BELOW ACCORDING 70 THE FLORIDA
CLOPAY 2050, 4DSO 2051,4051 4053,2053 UP TO 7'0' 4 BUILDING,COOC OR III[INTERNATIONAL BUILDING CODE(BASED ON
7'3' TO 8'9' 5 ASCC7-10)FOR IHC FOLLOYONG CONDmON&1)ENCLOSED
9,E). TO 10'6' 6 BUILDING. 2)DOOR IDS 2'or WIDTH IN BUILDING'S END ZONE,3)
HOLMES 62,,626,6246, 65,6131 6M1646.6133 ANY ROOF SLOPE,ADS 4).TCS71NG IN ACCORDANCE WITH
,
6130 10'9' TD 12'3' 7 ANSI/OASMA 108.'SITE-SPECIFIC CALCULATIONS BY A QUALIFIED
12'6' TO 14'0' B DESIGN PROFESSIONAL MAY OI:rER.
IDEAL S111738, 135 SFL313.136 SRP38. 134 14'3' TD 15'9' 9 ULTIMATE WIND
OPTIONAL 1/8'ACRYLIC OR DSO GLASS LITES AVAILABLE. 10 SPEED(MPH)
OPTIONAL ACRYLIC 16'0' 450 155 765 I75 190
GLAZING IS PLASKOUTE OPTIX OR LUCITE CP APPROVED=PLASTIC IN MAX SECTION HEIGIi T: 21' EXPOSURE D,C,D IT.C.D B,C III. B
ACCORDANCE WITH IBC/FBC 2.605 (SEE SECTION B-B)..SHORT AND LONG CATEGORY 1 POUND DENSITY I
LITES APPROVED. GLAZING,IS NOT IMPACT RESISTANT, EXPANDED POLYSTYRENE. 12 GA.GALV.STEEL TOP BOLLER
MEAN.RDOF HEIGHT 'e5' l5' 25' IS' 00' 1.11 INSULATION LAMINATED BRACKET. EACH BRACKET ATTACHED
B A TO BOTH EXTERIOR AND �1 ()14x5/8"SHEET METAL
f INTERIOR SK01S' SCRLIVS.
--- 1 IMPACT-RESISTANT ASSEMBLY DETAILS. VFRTICAI.JA41R ATTACHI,D?NT(GROUT'-FILLED CMU ROCK OR -1
4y y eh IIIy y�;1 iii¢I ^y iii i��I--^-•�i SEE END DRAW/NQ 104814-A 2.000 PSI'MIN. f.ONf.RFTF CORHANI:
___�I IIA _`.yjt HiNCE cErnn 3/8-K4"SLEEVE ANCHORS(1-1/2"EMBED)ON 20'CENTERS
L____J L____._J l__---J L� ._J IMPACT-RFSISTA_N.L CONSTRIIC,TION; 27 GA STEEL MIN.EXTERIOR
W110 ODORS Mn cIAi1.0)ARE IMPACT-RESISTANT.THE (2,000 PSI MIN.CONCRETE)OR 1/4"x3"TAPCON,SCREWS ON SKIN Wal 0-40 GALVANIZING,
SEC c�IERNEO. CLAIRE DOOR ASa[I40LY INSTALLED Ili COMPLIANCE W11N IH 17"CENTERS(2.000 PSI MIN. CONCRETE)OR 9"CENTERS BAKED-ON PRIMER AND A
---- ---- tYNGE DE11% aCLRION MC[TS 1HE WIND LOAD REWINEMENIS OF THE 14 GA GALV.STEEL ROLLER
I 111TI j? _jtl Ir til FIAfiiW tlBM1DING CODE AND INIEPIiAT10NAl 811401146 CODE (GROUT-FILLED BLOCK),WASHERS IPLCLUDED WITH SLEEVE DAI(CD-ON PoLYCSiER HINGE.EACH FA57ENEO 70
AND 15 LARGE-AND SMALL-MISS4C IMPACT RE SUNT. ANCHORS, 1"0.0.WASHERS REQUIRED WITH TAPCONS.ANCHORS PAINTED TOP COAT. END STILES W/(4)014.5/5"
nf' _ IMY 8E(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A SHEET METAL SCREWS A!JD
i FLUSH A10UNTINC SURFACE. HORIZONTAL JAMBS 00 tJOT (4)1/4'x3/4"SELr TAP1vNC
z4' NOTE:TRACK CONFIGURATION
ku Ijr---�TjI IIII IIYYli,ll II TRANSFER LOAD. SCREWS.
�. 111 III 111 II III tl1 III III 7Y1D PONT LOCKING.ABOVE THE DOOR OPENING
�'a (LF=__=•51��I�=___AAI II}____�1` ____�i WTD TRACK DOES NOT AFFECT THF,WIND TONGUE AND GROOVE JOINS. O
A------ ----- _ LOAD RATING OF THIS DOOR. � SECT A-A
END HORIEONIN,1R4CK SUPPORT f7T
Si DOOR INSTALLER(TO SUIT) SEI FOR DOORS OVER W-0'
Fr— IrY---�I I ---�i sIIDE Do-T HIGH,TRACK CONFIGURATION SHALL
I III 111 111 rIl HIl III III III LnCK ENGAGES NOT EXCEED MAXIMUM SPACING
INTO VERTICAL PROVIDED.CONSULT FACTORY FOR 3"50 KSI U-84RS IN A
PATTERN.EACH U-OAR ATTACHED AT
L 1Ruu•D!IE MORE DETAIL IF ROD.
LAC.ON tE%4„x3/4C SEIFi TAPPITION NG SCREWS-
OPnOHAL.LOOK L SOMB A OF DOOR. l3 13 CA CAW.STEEL FUG BRACKET. 1-3/8'THICK--
'LOCH POSITION R EACH FM1STENED TO WOOD JAM O RT UI
M4x,DOOR WDIH-0'-0• iSm[5LIE6 POrT (3)0/10•.1-5/8'11000 LAG:CREW.
INSIOf FIfYATIDN ApDK J(PilOn
13 GA.GALV, STEEL BOTTOM BRACKET.
(SHORT PANEL SHOWN) mnlRArnH ATTACHED WITH (2) B14xb/8' SHEET METAL SCREWS. 29 GA. STEEL MIN.INTERIOR SKIN
SNAP UTCH 01CAOES RACK m WITH G-40 GALV.,BAKED-ON
ONTO VERNCAL TRACK, i NM DOUBLE,TRACK VERTICAL JAMB ATT,�CHMENi(}VDDO iRAMF XVII OIN(:Rl PRIMER AND A,SAKED-ON POLYEM
END ONE SNAP UTCH ON LOW HEADROOM IS 3/8'x3"WG SCREWS(I-1/2"EIABEO}ON 24"CENTERS. '�' TOP COAT.
ITU.[ FACH,SIDE OF WOR, x AVAILABLE AS AN OPTION LAG SCREIYS MUST USE 1 0.0.WASHER. LAG SCREWS MAY
BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE
$ A FLUSIi I.1GUN71NG SURFACE.HORIZONTAL JAMBS DO NOT --��ALUMINUM EXTRUSION
2'GALV.STEEL TRACK, TRANSFER LOAD.
TRACK MICKNCSS:.004' Pt NtO1 WFATHERSTFBP.
OUTS01
HANDLE OUTSIDE KMO END
HANDLE STILE x STANDARD ASSEMBLY CONSTRUCTION; `1U T)/
LOC1CTggR `
CNGA4 S In �-T'P.L2-0/2'x12 CA.GALV.STEEL TRACK BRACKET. OPttOhv4 OSS Ok /B'ACYRLIC LRCS AVNLMIC.0E`TION4L AL1 T. HAZY/
iP.rEK ON INSIDE HANDLE a (4)1RACK 8RACKET PER SNE UP TO B'.DISTANCE ACRYLIC GLAZING IS PUSKOIITE OPTY Oft LUCITE CP `\� O'C /[r
0111SIDF KEYED I.CK TACIT SNE RCMIEEN.ORACKCIS NOT TO EXCEED O.C. AP OVERENTIRCOIXIRSIC.ACCORDANCEmR.11. �WJ..'E 2609.
`�,GjC.�'\C+ENS•'•��ji/y�
nC.DAR LOErRtf., Or.DWR. GNAP.LATUYT LINK OP1IOv WOR ' 1 �i (`••
BE
nO SA RUIL MEETS THE YnN TERAD REDUIRUX...OF MFLORIDARUILOINCCODL DR WTFfitlATx:t4L BLICDINGCODENV!32
(4) °n 14 SHEET METAL SCREIYS 9LR P➢ESNor MEET ME IMPACT RESIST.WI REOMEMENT ti .STANDARD ASSEMBLY DETAILS FOR WNDSORNE VEERS REOIUNS CREF.CHAPTER 1G .DRAWING 104814-13 Tec/lac). VVJ ') /
O LHR TOP BRACKET B,
FRONT FRAME WITII U.V. STATE OF 47�
0 0 DOUBLE HORIZONTAL COATING ON OUTSIDE SURFACE. O•. 4A�
(4) 1/4"DIA SELF TAPPING SCREWS 'TRACK /'n•• (p RTp?:r��,�
14 GA END_HfN_GE, 'T8 GA INTERMEDIATE HINGE yi//ALS1p11 U %
fMIIRLE TRACK Lj
STOP MOULDING DY DOOR IOW HFMROOMOPTION GLAZING DESIGN ENGINEER:
INSTALLER(TO SUIT) SCOTT HAMILTON, P.E.
20 GA.MIN. GALV.STEEL ENO STILE MOLDED INSIDE SECTION X-X '8x3/M1"PAN HEAD SCREW FLORIDA LICENSE No. 63286
LITE RETAINER. STANDARD GLA2INC(NOT IMPACT RESISTANT)
DESIGN LOADS: 436.0 P-S.F,.k-44.0 P,S.E,.
12 GA. GALV. 57EEL TRACK NOTE$ THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS TEST LOADS: +54.0 P.S.F. & -66.0 P.S.F.
BRACKET FASTENED,TO WOOD SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
JA.MB:WITH ONE'5/16'il-5/8" 4 RECORD FOR THE,BUILDING OR STRUCTURE AND IN ACCORDANCE
WOOD LAG SCREW PER'BRACKET. 18 CA. MIN. GALV STEEL CENTER HINGE WRl7 CURRENT BUILDING CODES FOR'7HE LOADS LISTED ON THIS'DRAWING.
2'C,N,V:STEEL TRACK FASTENED TO DACK,OF DOOR W/(4) TACTUiMG pcO;VCt CppE, VIp0.DAD RAgNG MAX'slZa
EACH fJ14x5/8' SHEET METAL SCREWS. ® � CLOPAY BUILDING PRODUCTS COMPANY hIPC-USIE-1A171
FASTENED TO TRACK-DRACKETS• 14 GA..GALV.STEEL ROLLER HINGE 8585 DUKE BLVD. DATE, W6 IIP36 9"0" x.:16'0"
EACH BRACKET ATTACHED WITH OWE FASTENED TO END STILES W/(4)EACH
• .5/8',80LT &NUT.DR {/14x5/B'SHEET MEIAL.SCREWS AND MASON. OH 45040 7/16/96 DESCRIPTION
TWO 1/4"RIVETS. (4) 1/4"x3/4'SELF TAPPING SCREIYS, Building Products (513) 770-4800 DRAWN VY, BRW/ 5050/
MODEL 2050 404053: 35 ESE"DESIGN
bR14050/
SECT C-C 2" 10 BALL SHORT STEM STEEL ROLLER' CHECKED RYA i 0481 4-A/D
WITH STEEL OR NYLON TIRE. Company Uup4y C4rp4IPlI4n Al H14AIs R4am•xb.
FLOIR90A PRODUCT G°1PPROVAL 16646
December 11, 2013 (revised 3/25/15)
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 7, 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 203-1.994 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 assemblles (large,missile
impact).
.TABLE 1: Drawings for doors with Manufacturing Product Code. MPC PAN-2F153:
101922-A-Rev14, max. oor size 16'0" x 1610"; +32/=32 PSF (design load)
TABLE 2; Drawings for doors With Manufacturing Product code'(MPC) PAN-2F443:
104791-RevO4, max. door size 3.6'2" x 16'0"; +46/-52 PSF(design load)
3.0,4.121-Rev03, max: door size 9'0" x 16'0"'; +50/-58 PSF (design load)
JABL,,E 3• Drawings for doors with Manufacturing, Product Code�C _ ,
104710-A=RevO3, max. door size 162 x 16'0";, +36/_42 PSF (d gn oad)
TABLE'4: Drawings for dwra-with ManyfacturingProduct Code PC. P N- F 56•
10473.0-A-RevO3, max. door size 16'2" x 16'0"; +36/-42 'PSF (design load)
TABLE 5, =Ihgs for doors with Manufacturing Product Code (MPC) P,AN$P-2F153:
104818-A-RevOY, max. door size 16'2" x -16'0"; +3.2/-37 PSF (design load)
TABLE.6: Drawings for door with Manufacturing Product Code (MPQ PANSP-21=156:
1048187A=Rev01', max. door size 16'2 x --16'0"; +32/=37 PSF (design load)
T E T: Drawings.for doors with Mr2py dcturina Product Code (MPC) DSIE-1A1 .1:
3.04814-A-RevOO, max. door size 910 11x 16'0"; ::+36. -44"PSF -(designload)
For the doors In Tables 8 through 13, 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
PAGe 1:0F 4 PILO: CBP.C_131211-A.2
EVALUATIONREPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8
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 $: Dowings for doors with ManufacturingProduct Cod(MPC) PAN-21=153:
101922-B-Rev14, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F153:
104710-B-Rev03, max. door size 16'2" x 16"0"; +36/-42 PSF (design load)
TABLE 10• DraWInQs for doors with a. c u in roduc Cod PC PAN-21F156:
104710-B-RevO3, max. door size 1612" x 16'0"; +36/-42 PSF (designload)
TABLE 11.: Drawings for doors with Manufacturing Product.Code:(MP_ P-21=153:
104818-B"Rev01, Max. door size 16'2" x 16'0"; +32/-37 PSF ( esign load)
TABLE 12: Drawings for doors with Manufacturing Product,Code (MRC) PANSP-21=156-,
104818-B-ROV01, max. door size 1612" x 1610"'; +32/-37 PSF (design loan )
TAB E!1 fgr Ogqrs with Manufrgdugte PC DSIE A171:
104814-B-Rev0.0, max. door size 9'0" x 16'0' ; +36/-44 PSF (design load)
Test Reports:
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), 1.206.01-12
(1/23/13), 0117-01-13R (3/18/13), 0.220.01-13 (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.
The following test reports are based on testing conducted by CBPC-ATC at their Mason
testing facility (accredited by 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).
Product Description for doors with MPC PAN-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. 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, 15,00, 190, 4RST,.4F, 4RSF, .6RST, 6RSF, 48., 48B, 42, 42B, 55, 55S, GD5S,
GD.5SV, GRSS, GR5SV, ARSS, AR5SV, EDSS, EDSSV. Not all models may be shown on a
given drawing.
Pradugt Descrlptign for doors with MPG PAN-717443•
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 maxlmum 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, S.S4V, AR4SV. Not all models may be shown ,on a given drawing.
PAGe'2 or 4 FILE: CBPC_131211-A.2
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS.COMPANY SECTIONAL GARAGE DOORS,W5-WS
Product Description for doors with MPC PAN-2F156:
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
21The 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.
educt Description for doors with MPC PANSP-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. 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-Reslstant 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, 1500SP. Not all models may be shown on a given
drawing.
Product DescNotlon for.doors with MPC.PANSP-2F156:
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.
Product Description 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
structurallyequivalent to the-tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62,
62G, 62LG, 6130, 65, 65G, 6131, 64, 640, 6133, 135, SDP38, 136, SFL38, 134,
SRP38. Not all models may be shown on a given drawing.
Product Description for doors with MPC 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") G40.1DDS 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, GR2L.U;AR2.SU; AR2LU, ED2SU, ED2LU, .9202; HDPC20, 7202, 8202,
MFG68CU,.9205; HDPR20, MFR68U, 7205; 8205. Not all models may be shown on a
glven drawing.
Product Desqrintlondoors 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-Reslstant• Glazing (Aluminum). Optional Impact-Resistant Glazing is an
PAGC 3 or 4 FILe: CBPC 13121i-A.2
EVALUATION REPQAT'P.Ok CLOPAY BUILDING NobucTs C6MPANY SECTIONAL GARAGE DOORS,W5—wa
aluminum front frame.and 'a separate polycarbonate glazing. The following models are
at least structurally equivalent to the tested I door: GD2SP, 'GR2SP,:GD2LP, GR2LP,
AR2SP, AR2LP, ED2SP, ED2LP/ 4302, HDGC, 6202, MFC68, 4305, HIDGR, MFR68, 6205,
SFR68, Not all models may be shown on a given drawing.
Impact ResIstant,GIazln:94KQW AMU
The optional impact resistant-glazing Is an injection-molded polycarbonate front
frame and glazing`(GE LEXAN,SL.X2432T) that is an approved C1 plastic in accordance
with testing' required by the Co-cip. Approval based on review of the following tests;
HE ImM-A002ASTM G185;. HETP-06-T566 ASTM D638 (before);,HETImO&T634 ASTM
T T
D658 (after); Etbo06-024-17496:0 ASTM D2843, ASTM D635, ASTM D1929,
IMP-act Resl5jtant Glazing (Alurninurn):
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 S I abic'IP Lexan 9034
(versions,also,approved: MR10, 9030, 9018, 90316i 90.317, 90311, 90314, 90355)
and Bayer Makrolon GP (versions also approved; SL,I AR, 15). Approval based on
review of NOA'13-0717.01 ,(SabIc IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp.
8/2,7/17).
Limitations:
The drawin'g(s) c I Ited,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
111,uWations and text of these drawings as well.
Jambs, lintels, sills or other structural elements required. to prepare openings
are not covered. The design of
f the supporting structural elements shall be the
responsibility of the professional of record foe-the building or structure and in
acoordance,with 'current building codes for the loads listed on the drawlhg(s) referenced
'above.
Installation reqUirements per the relevant Florida Administrative Rule, including
attachmentsi are detailed on the drawing(s) listed above, Installation must be in
accordance with mqnufbcturor's'instaIla6on Instructions and must be as shown on the
draw.Ing(§) listed above. The manufacturer's lltensed design professional listed on the
draWlng(s) has reviewed the attachment details and installation requirements,
Signature:
-,,I HAA41e
0
No 68286
a
I alto Sa? A
Florida.P. 5. No. 0286
Date'. o J STATE OF
N
G..
OAGV 4 or 4 FILE: UPC-131211-A.2