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• FL# FL16107-R8
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived El
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
(S13) 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
Rl 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.
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
Validation Checklist- Hardcopy Received
Certificate of Independence FL16107 R8 COI Certification of Independence of Validation Entity-
Gary Pfuehler.Ddf
FL16107 R8 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/31/2015
Date Validated 08/31/2015
Date Pending FBC Approval 09/07/2015
Date Approved 10/16/2015
Summary of Products
Go to Page 1 0 0 40 Page 1/3 +�
FL# Model,Number or Name Description
16107.1 01 W6-16 DSIE-11`171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga, min.; interior
4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga, min.) Double-Car(9'2"to 16'2"wide)
67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door
6200, 6201, 6203
Limits of Use J Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104724-A-RevO3-sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.2 02 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(97"to 167"wide)
67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door
6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R8 II 104724-B-RevO3-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 FL16107 R8 AE CBPC 121212-A.odf
requirements of the building;code-,but DO NOT'm'eet=the-----=-Created-by_Independent Third.Party: No
impact resistant r_equirement for windborne debris regions. -
16107.303 W6-16 PAN-21`15 : 73, 7 , 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2" iw de) ..
94,42,48, 42B,48B, , 6RST, WINDCODEO W6 Garage Door with Optional Impact-Resistant
GD5S, GRSS,ARSS, EDSS Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104710-A-RevO3-sianed.pdf /
�. Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
i Impact Resistant:Yes Created by Independent Third Party: No l
I
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf
\� doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No s..-
resistant(large missile impact).
16f07-4 - 04-W6-16-PAN-2F153: 73, 75,--8-4A,- Steel Pan (min.25 ga.) Double-Car(9'2"to 16'2"wide)
94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door
GD5S, GRSS,ARSS, ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R8 II 104710-B-RevO3-sipned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.pdf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.5 05 W6-16 PAN-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide)
48,48B, 4F, 4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant
Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104753-A-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.6 06 W6-16 PAN-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide)
48,48B, 4F, 4RST WINDCODE® W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R8 II 104753-B-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.7 07 W6-18 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
4310, HOG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) 16'4"to 187" wide WINDCODE®W6
67, 67G, 68, SP200, SF200, SE200, Garage Door with Optional Impact-Resistant Lites .
6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104751-A-Rev02-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: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.8 08 W6-18 DSIE-11`171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE@ W6
67, 67G, 68, SP200, SF200, SE200, Garage Door
6200, 6201, 6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R8 II 104751-B-Rev02-sianed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.pdf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.9 09 W6-18 DSIU-11`171: 9200, 9201, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior
9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE® W6
7200, 7201, 7203, 8200, 8201, 8203 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104777-A-Rev02-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: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.10 10 W6-18 DSIU-IF171: 9200, 9201, Double-skin Insulated PUP (exterior skin 27 ga. min.; interior
9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE@ W6
7200, 7201, 7203, 8200, 8201, 8203 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R8 II 104777-B-Rev02-sianed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.11 11 W6-18 PAN-21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(16'4"to 18'2"wide)
94, 42, 48, 42B,48B, 4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact-Resistant
GDSS, GR5S,AR5S, EDSS Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104761-A-RevO4-sianed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or
doors with optional impact-resistant glazing are impact- FL16107 R8 AE CBPC 121212-A.odf
resistant(large missile impact). Created by Independent Third Party: No
16107.12 12 W6-18 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car (16'4"to 18'2"wide)
94,42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door
GD5S, GR5S, AR5S, EDSS
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R8 II 104761-B-Rev04-sioned.adf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meetthe wind load FL16107 R8 AE CBPC 121212-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: Yes
impact resistant requirement for windborne debris regions.
16107.13 13 W7-18 PAN-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) 16'4"to 18'2"wide WINDCODEO W7
48, 48B, 4F, 4RST Garage Door with Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104762-Rev02-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +41 PSF/-46 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH.'Solid doors or FL16107 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.14 14 W8-16 DSIE-1F171: HDG, HDGL, Double-skin Insulated (exterior skin 27 ga. min.; interior skin
4300, 4310, 4301, 66, 66G, 67, 67G, 27 ga, min.) Double Car(9'2"to 16'2"wide) WINDCODEO W8
68, 6200, 6201, 6203, SP200, Garage Door with Optional Impact-Resistant Lites
SF200, SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104736-RevO3-sianed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.15 15 W8-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double Car(9'2"to 16'2"wide)
48, 48B, 4F, 4RST WINDCODEO W8 Garage Door with Optional Impact-Resistant
Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104754-Rev02-signed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.16 16 W8-18 DSIE-1F171: HDG, HDGL, Double-skin Insulated (exterior skin 27 ga. min.; interior skin
HDGF,4300, 4310, 4301, 66, 66G, 27 ga. min.) Double Car(16'4"to 18'2"wide) WINDCODEO
67, 67G, 68, 6200, 6201, 6203, W8 Garage Door with Optional Impact-Resistant Lites
SP200, SF200, SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104752-RevO3 signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.17 17 W8-16 DSIU-1F171: 9200, 9201, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior
9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) Double-Car(97'to 167' wide)
7200, 7201, 7203, 8200, 8201, 8203 WINDCODEO W8 Garage Door with Optional Impact-Resistant
Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104778-Rev03-sianed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107,18 18 W8-18 DSIU-11`171: 9200, 9201, Double-skin Insulated PUR(exterior skin 27 ga. min.; interior
9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4"to 18'2"wide WINDCODE@ W8
7200, 7201, 7203, 8200, 8201, 8203 Garage Door with Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104779-Rev02-sioned.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-50 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.19 19 W6-16 DSIE-117471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(97"to 167"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 I Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 104785-A-Rev03-sioned.lidf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130214-A.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.20 20 W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga, min.) Double-Car(9'2"to 167"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 FL16107 R8 II 104785-B-Rev03-s1oned.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 130214-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
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4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 Ga 25 GA 1 25 GA 24 GA MODELS 25 GA 1 OF ¢ REV. NO. ZONE: DATE: ECN NO. APPVO: DESCRIPTION
CLOPAY 84 A. 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - 6/24/13 - SH ADDED LONG PANEL OPTION.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLt1ES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
SHORT LONG FLUSHLOCATION. ATTACHED 1V/TOG-L-LOC (TOP & BTM) AND
SHORT PANEL
D URETHANE ADHESIVE (ALONG CENTER).
r.—A "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC' D
LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS.
OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR ACT
GLAZINGRSS1APPROVED.STANT ISE SECTION 13-B ON NG. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW.
7 SHEET TWO FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION.
IN MILLI AIL SECTION.)
0
VIEW "8" (SEE SHEET THREE). Kid
1_
Z= VIEW "C" (SEE SHEET THREE). '
16 GA. END STILES ATTACHED TO
DOOR SKIM WITH PATENTED
C N TOG-L-LOC SYSTEM (TOP, BOTTOM &
xa CENTER). ATTACHED TO TOP AND
-- - -- - BOTTOM RAIL WITH PATENTED
TGG-L-LOC SYSTEM.
TWO POINT LOCKING
LQ
INTO TRACK.
L•---•�A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS
MAX. DOOR WIDTH = 16'-2" INNER BOTTOM BRACKET.
INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N
0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES
LOTION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END
DOOR HEIGHT OF SECTIONS ONE SNAP LATCH ON STILE.
SLIDE BOLT LOCK EACH SIDE OF DOOR.
UP TO 7'0' 4 'CLASSIC'RAISED PAEL EMBOSS DOORS •CARRIAGE HOUSE'RAISED ENGAGES 114TO p
B 7'3' TO 8'9' 5 S10RT PAfZL LONG PANEL PANEL EMBOSS DOORS END VERTICAL TRACK. O
9'0' TO 10'6' 6 a ar INTERN. s or STD '.or
CQ4M. SHORT PANEL STILE. ONE LOCK ON OUTSIDE
DOOR WIDTH STILES DOOR WIDTH INIERH.STILES INTERN.STILES a or INTERM. HANDLE. LOCK BAR
10'9' TO 12'3' 7 (PER SECTI@n (PER SECTION) (PER SECTION) DOOR WIDTH STILES EACH SIDE OF OUTSIDE ENGAGES IN
12'6' TO 14'0' 8 9'2'TO 9'10' 3 9'2•TO 11.2• 1 2 1PER SECTION) DOOR. KEYED ENO
14'3' T❑ 15'9' 9 lO'0.70 Ir[W 4 u'4.70 14.10• 2 3 9•r TD to'0• 3 STILE. TRACK ON
HANDLE. EACH SIDE
1610' 1 10 12'0'TO 13'10' 5 15'0'TO 16'2' 3 1 4 10.2•TO 11'4' NIA OF DOOR.
14.0•TO 15.10• 6 SEE NOTE BELOW REGARDING EXTRA 11'6'7014 S INSIDE SLIDE BOLT INSIDE HANDLE
MAX SECTION HEIGHT: 21' 16.00 m 1s2' 7 STILES ON LONG PANEL DOORS, 14'B•TO 76'2' T LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING.
ADD MNAL 18 Qk
OMMERCfAL
ERM.STILES
IROD AS NOTED
♦\�,`C'�j HAM/C�',�I� M.
THHESEACOMMLES ORCIAL OCENTER STILES T ARE ATTACHED EMI)DPOINT BETWEEN ON
♦� G •GEA! O EXISTING RCSIOENTIIAL CENTER SOLES,COMMERCIAL CENTER STILES ARE THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
5�'�,� `S1$1 �i ATTACHED WITH TOG-L-LOC(TOP&BOTTOM)OR(4)3/16POP RIVETS ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
22 g OR(4)ps SHEET METAL SCRENS. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON
*.:• No 6,'348 1 ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED MANUFACTURING PRODUCT CODE
-Il SHORT PANEL: PAN-21`153
• BUILDING, 2)DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) LONG PANEL: PAN-21`756
ANY ROOF SLOPE.AND 4)TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.:L: P
ANSI/0ASMA 108. SITE-SPECIFIC CALCULATIONS BY A OUALIFIED TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. /�
A i9 STAT E OF :1C1� DESIGN PROFESSIONAL MAY DIFFER. unless 5eetee Onerwrse _ 8585 Duke Boulevard VINDLOAD RATING ~
�<p R 1 OP'�� uLTITau7E WIND TOLERANCES ere Clopay Atason,OH 450t0 USA
L55 160 - 170 IBD L95ndedsOmpr:y TeI.N0.513-770-4SPEED 8C0 W 6 D P 3 6 T
0NA�t��•�`,` EXPOSURE H) R.C, D B,C. D B.C B,c B 000= t00 .005 DESCRIPTION: 2'STEEL PAN DOORS 316'2'W (SEE TABLE FOR MODELS)
CATEGORY .0000= f.001 DRAWN BY: SH DATE: 11/19/1..SCALE: NTS DWG.D
DESIGN ENGINEER: Degrees= m 1/2 B
SCOTT HAMILTON, P.E. MEAN ROOF HEIGHT 25' 15' 25' 15' 30' CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF 4 SIZE
VNCSS SwedONS'Ot6[rw c
FLORIDA LICENSE NO. 63286 DIMENSIONS PRE IW LtlCMES.DWG. NO.: 104710-A/B I VER: IBC
4 3 2 FLOO IR DQ p ODD MCAT QpPRAGWAL 16107
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 1 25 GA 2 OF 4 REV, NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH I SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG FLUSH SHORT PANEL
D D
IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS
IMPACT-RESISTANT.'OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH F8C 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
'THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTIC14 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 NO7 MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC),
SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION)
c DETAIL'D' C
FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
AI -� IMPACT-RESISTANT FRAME.
OPTIONAL DECORATIVE 225 MULTIPURPOSE HIGH BOND TAPE �I-125
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE. ii ti
L GLAZING\
MOLDED INSIDE
o.1ee� LITE RETAINER.
} STRUCTURAL SILICONE SEALANT /8x3/4" PAN HEAD SCREW
L (BETSVEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE).
IMPACT RESISTANT
ONE-PIECE INJECTION POLYSTYREIJE RETAINER FASTENED TO FRAME WITH
B MOLDED GE LEXAN (10) #8 x.3/4"PAN HEAD MACHINE SCREWS.
SLX2432T FRONT B
FRAME&GLAZING.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104710-A DRAWING 104710-13
r, .cstisMANUFA;Z
��':•• N �R8 * SHORTCPANEL:EL
PANu2F153TURING PRODCT E
-,97 g i� l6 •• DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A AN-21`156
TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. A
STA E OF :�-' Un1—Stated Others se _ 8585 Duke Boulevard WINDLOAD RATING
rC p7 Mason,OH 45040 USA
�'O¢`'• O R' P: �`: TOLERANCES a,t CSO a Tel.Im. li 45040 UFw W6
SA
�i�is •.. V'�� .0 :E.031 8.7dnq FrW.Ls Cwp q Fo:No.513-770-4053 D P 3 6 T
,if
NAiIE�`�� tion= t 015 DESCRIPTION: 2' STEEL PAN DOORS 16'2V (SEE TABLE FOR MODELS)
DESIGN ENGINEER: 05
0000 = ±.00 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DING.I:)
SCOTT HAMILTON, P.E. a CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF 4 SIZE JJ
Unless Slated Olhermst
FLORIDA LICENSE No. 63286 a�+ENsows ARE w iNCHEs.DWG. NO.: 104710-a/B VER IBC
4 3 2 'LOO F-HOA PIFIMUCT APPROVAL 16107
4 3 2 1
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 1 25GA 1 24 GA MODELS 25 GA 3 OF 4 REV. NO'. ZONE: I DATE: I ECN N0. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S,,GR5S 03 - - - SH I SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 48B 142, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS
SHORT LONG FLUSH SHORT PANEL 2"THICK
D D
HORIZONTAL(TOP)JAM8 JAMB' TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) NOTES: 25 GA. (0.019" MIN. THICK) (2) 12 GA. GALV. STEEL TOP ROLLER
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN !BRACKETS (2-1/2" x 5-3/8"). EACH
TME 2x6 VERTICAL SYP(GRADE#'2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS WITH G-40 GALVANIZING, BRACKET ATTACHED W/{4) /j14x5/8" SHEET
TRANSFERRED 70 THE EES A HORIZONTAL(TOP) SIGN. BAKED—ON PRIMER AND A J METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+288 LB& —336 LB.PER LINEAR BAKED—ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET.
FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN.
TYPE
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY,
MAIC. Q.C.
SHIP
C JOINTS P
14 GA. MIN. GALV. ROLLER HINGE. EACH C
—HINGE FASTENED TO END STILES W/(4)
2x6 VERTICAL JAMB
14x5/8" SHEET METAL AND (2)
1/4'x3/4" SELF TAPPING SCREWS-SEE
I,—,44' VIEW "B".
4->/
'ONE 4" T-STRUT PER SECTION. (SEE VIEW
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D" "D") EACH T-STRUT ATTACHED AT EACH
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. —HINGE LOCATION WITH (2) 1/1".3/1" SELF
MAXIMUM 0.057" MIN. GALV. STEEL, TAPPING SCREWS.
ON-CENTER 50 KSI. LAIN.
DISTANCE STEEL 1
BETWEEN WASHERS
BUILDING TYPE FASTENER TYPE FASTENERS'REQUIRED?
BLOCK WALL 1 4"x I-1 4"IAN. MEED TAPCON CONCRETE ANCHOR 7-1/2" 1"O.D.
3000 PSI MIN.CONCRETE 1 4 x I'MM. EM6ED TAPCON CONCRETE ANCHOR 8-1/4" 1'O.D.
B 318-X 1-3/4- MIN, EMBED WEJ-IT ANKR DTE SLEEVE ANCHOR INCLUDED p
4900 Pal MIN. N R T - X 1-3/4-MIN, EMBED W -IT ANKR Y RIN U I-) U
V/ AM 1 x 3" A W'R ATMA 7 GRADE A 1- M I STRUCTURE /7'-3/4" 7 O.D.
FIRST (BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED '
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2" EXCLUDING STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) #14x5/8" SHEET METAL
SCREWS.
�t11 rrttff14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
�p4,�S HAA4/4"",, SECTION.A-A (SIDE VIEW)
O o
NO 6 8�i ,:•*� MANUFACTURING PRODUCT CODE
M!^ 00 0 o SHORT PANEL: PAN-21`753
1/4"x3/4" SELFLONG PANEL: PAN-2Ft56
DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F.
-D: 2. TAPPING SCREWS. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A
STA E OF :@7C unless state4 dens se C[opay 8585 Duke Boulevord VINDLOAD RATING
t4 GA. END HINGES 18 GA. lA71N.1 INTERMEDIATE HINGE
1.T'•° p ._�` VI " "
VIEW " '• TOLERANCES a.. Mason,OR 45040 USA,
•.<o R,o..' . _ Tel.It;,513-770-4�0 W 6 D P 3 6 T
--S �� .0= t.031 BA-1 Prod cls C=pq Fox No.513-770-4853
aDo= ±.015 DESCRIPTION: 2' STEEL PAN DOORS 16'2"W (SEE TABLE.FOR MODELS)
.0000 = f.001 DRAWN BY: SH DATE: 11/19/l2SCALE: NTS Dv1G.
DESIGN ENGINEER T�
Degrees = t 1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 SIZE B
SCOTT HAMILTON, P.E. Unress Stated Otnem;se
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 104710-A/B I VER: IBC
4 3 2 FLOO RMA p ODD MCAT QppIROO VAL I GIV7
4 3 2 1
- 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET REVISIONS
MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4 OF 4 REV. NO. ZONE: -DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' G05S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
HOLMES 48, 48B 42, 4213 -- -- IDEAL 'CARRIAGE HOUSE' ED5S
SHORT LONG FLUSH SHORT PANEL
D HORIZONTAL TRACK SUPPORT BY D
DOOR INSTALLER(TO SUIT 94
NOTE,TRACK CONFIGURATION ABOVE'THE r50"
R COUNTERBALANCE SYSTEM APAB CONFIGURATION
DOOR OPENING DOES NOT AFFECT THE ODOR DOORS UP TO 800 LBS,
WIND LOAD RATING OF THIS DOOR. HEIGHT "L"
7WITH'(3)
L FLAG BRACKET ATTACHED TO 6'-6' 7 " 1"DOOR OVERLAP(EACH SIDE) STOP hIOULDING BY DOOR INSTALLER(TO SUIT).
16"X 1-5/8"LAC SCREYIS II- 16 GA GALV. STEEL END STILE.
H(2) 1/4"RIVETS. 7'_6" 2x6 SYP WOOD JAMB.SEE ST STEEL DOUBLE END STILE.
2" TRACK CONFIGURATION 8'-O" "JAMB PREPARATION NOTE.DOORS UP TO 800 LBS. w 14"O.C. W-6" 4' CA AiIN.GALV.STEEL INTERIJ.STILE.
r 9'-0"1 O" 2-1/2-X 12 GA GALV.STEEL 18 CA.GALV. STEEL INTER.
9'-6"1 6" � HINGE FASTENED TO CENTER
10'-0•• 1 TRACK BRACKETS FASTENED TOEEL TRACK, 10._ .. " YlOOD JAMBS WITH 5/6"X 1-5/8" SHEET WMETALESCREACH WS4x5/8"
TRACK THICKNESS:0.083 LAG SCREWS NOT TO EXCEED 14"
r 11•-D"1 4"
11'-6"130" ON-CENTER. A!IN. OF (9) LAG 7/16"I.D. ROUND
_ SCREVlS REQUIRED PER JAMB. PUSH NUT
L^ _ 12'-6" 142- 2"GALV. STEEL TRACK FASTENED TO FASTENER.
u 38 TYP.2-1/2-X 12 GA GALV. 13--0"148- 12 CA GALV STEEL TRACK BRACKETS 14 GA.GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14x5/8"
C z STEEL TRACK BRACKETS, 13'-6"154- WITH EITHER (2) 1/4"DIA. RIVETS OR SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. C
z ATTACHED TO JAMB WITH(1) 14'- (1) 1/4"X5/8"BOLT&NUT PER
o 24" 5/16"% 1-5/8"LAG SCREW PER 14'-6` 6" TRACK BRACKET. 2'DIA. 7-1/2"LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
TRACK BRACKET. 15'-0"
15'-6"178"
10"
16-0'184 SECTION C-C
3-1/2.... .. LHR BRACKET(2-1/2^.5-3/4'z 12GA)
....
PREPARATION OF JAMBS BY OTHERS, ATTACHED WITH 2 1/4"x 3/4-SELF TAPPING
SCREWS,NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE'AS SHOWN IN
3"TRACK CONFIGURATION NOTE,TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER WND LOAD RATNG OF TH15 DOOR.
CENTER HANG RECURRED FOR DOORS POO LRS AND OVER. LOW HEADROOM OPTION
DOORS OVER 8'HIGH.
(AVAIL. FOR BOTH 2"AND 3"TRACK)
DOUBLE HORIZONTAL
1"DOOR OVERLAP(EACH SIDE)- - TRACK.
2.6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). p
B T - 3"GALV.TAPe'REO STEEL TRACK AVO ANGLE.TRACK 16 GA•GALV. STEEL END STILE. U
"JAMB PREPARATION NOTE". 18 GA.GALV. STEEL DOUBLE END STILE.
THICKNESS:0.101 ANGLE THICKNESS:0.080". HORIZONTAL TRACK •' 20 GA PAIN.GALV.STEEL INTERM.STILE.
MIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8'. SUPPORT BY DOOR
VERTICAL/HORIZONTAL TRACK 14•MAXIMUM SPACING INSTALLER(TO SUIT). 18 GA.GALV.STEEL INTER.
JUNCTION.TWO 1/4"80LTS FROM LAST MOUNTING 3-1/4"x 2-7/8"MIN. .0.080"TAPERED HINGE FASTENED TO CENTER
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W/(4)EACH #14x5/8"
= 7/16" D. UND SHEET METAL SCREWS.
PUSH NUT
o ADDITIONAL MOUNTING SLOTS FASTENER.
SPACED AT 12"CENTERS.
0 0.101"THICK 3"GALV.STEEL TRACK FASTENED 14 GA.GALV. STEEL ROLLER HINGES FASTENED TO ENO
♦♦♦�'ti�T HAIy �� EWS
12"ON CENTER TAPERED ANGLEWWTHANGLE. CHED TES W/(4) EACH 114KS/8"SHEET LR
ONE 1/4 1/4"x5/8"BOLT AND (2) 1/4"SELF TAPPING SCREWS PERENDHNGE.
♦ O T i _ NUT AT EACH MOUNTING SLOT.
�
• V tc••, = 3"DIA.8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
*•:• NO C'T2 •1,*^ ce SECTION C-C MANUFACTURING PRODUCT CODE
3q^ NE.Y."TRACK BOLT AND NUT AT EACH �11 PREPARATION CIF JAMB5 BY OTHERS. SHORT PANEL: PAN-2FT53
MOUNTING SLOT LOCATION.
LONG PANEL: PAN-ZF756
DESIGN LOADS: P.S.F. & -42.0 P.S.F.
o TEST LOADS: +54.04.0 P.S.F.P & -63.0 P.S.F. PART NO.: N/A A
STATE OF :k1� ODOR VERTICAL unless Slated Otne xlse _C1Upay 8565 Duke Baul—rd VINDLOAD RATING
O•. �/ 22" HEIGHT TRACK LENGTH Itason,OH 45D40 USA
i <`:° " ♦• 7-o' n TOLERANCES ere W 6 D P 3 6 T
�(OS• .F1 1 O,.•�\,♦♦ 7'-0" 84' Tel.hb.513-770-4800
_ .0 a 1.031 Bd&g Producls C.lVsq Fes No.513-770-4853
i�7jS,ONQi`�C`,♦♦ 10" 9'-O• 96 DISTANCES AS THE/TRACKGBSCR (I EEW P SPACED
T THE SAE 34", OOD = f.015 DESCRIPTION: 2' STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS)
At2-0 132 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16".28", & .0000 = 3.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.
3-1/2" -14---0 156-
DESIGN ENGINEER: 16-0 100 40"IFROMCAL/BOTTOM. TWO LAG SCREWS ON ALSO LOCATED ABOVE Degrees = ti/2' CHECKED BY: SH DATE: 11/20/12 SHEET 4 OF 4 SIZE
SCOTT HAMILTON, P.E. '' '''''''' VERTICAL/HORIZONTAL TRACK JUNCTION. Vmess States Olnern:se
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.I DWG. NO.: 104710-A/B VER: IBC
4 3 2 FLOG RMA PRODUCT APPROVAL 16107
December 12, 2012 (revised 8/28/15)
Evaluation Report for Clopay Building Products Company Sectional Garage
Doors, W6 through W8
I have evaluated the wind load door designs as shown on the drawings listed
below. I have reviewed the test reports, which were .generated by accredited
independent laboratories as required by the relevant Florida Administrative
Rule, the engineering rational analysis, and the product drawings. The test
reports are listed below. Assembly testing was conducted by At, Test Lab
North Carolina. Component testing was conducted by HETI and ETC.
For the doors listed in Tables 1 through 5, Static Pressure Tests were
conducted in accordance with TAS 202-1994, ASTM-'E330-2002 and
ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were
conducted in accordance with TAS 201-1994,and TAS 203-1994 and ASTM
E188.6-2005 and ASTM E1096-2009 and ANSI/DASMA 115-2005. The pressures
listed on the drawings are either direct results of these tests or results obtained
through engineering rational analysis based on actual tests. I have concluded
that the door designs listed below in Tables 1 through 5 are in compliance with
these High Velocity Hurricane Zone test requirements of the Florida Building
Code and therefore are qualified as impact-resistant assemblies (large missile
impact).
TABLE 1: Drawings for doors with Manufacturing Product Code'(MPC) PAN-2FI3•
104710-A-RevO3, max. door size 16'2 x 16'0"; +36/-42 PSF (design load)
104'761-A-Rev02, max. door size 18'2" x 16'0. +36/-42 PsF (design load)
TABLE 2' Draw`ngs for Dors with Manufacturing Product Code (MPC) PAN-?,F_3
104753-A-RevO2, max. door size 16'2" x 16'0"; +38/-42 PSF (design 'load)
3.04762-RevO2, max. door size 18'2" x 16'0"; +41/-46 PSF design load)
104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF design load)
TABLE 3: Drawings for doors with Manufacturina Product Code (MPC) DSIE-1F3 7I
104724-A-RevO3'; max. door size 16'2" x 16'0"; +38/-42 PSF (design load .
10475 :-A-Rev02:, max. door site 18'2" x 16',0"; +38/-42 PSF (design' load)
x.04736-RevO3, max. door size 16'2" x 1610'y; -+46/-52 PSF (design load)
3.04752-RevO3, max. door size 1812" x 16'0 +46/-50 PSF (design load)
TABLE 4: Drawings for doors with Manufacturing Product Code NPQ DSIU-1F171:
104777-A-Rev02, max. door size 18'2" x 16'0"; x-38 -42PSF( des,7gn load)
1047'7$-RevO3, max. door size 16'2" x ..6'0 ; +46/-52 PSF (design load)
104779-RevO3, max. door size 18'2" x 16'0"; +46/-50 PSF (design load)
TABLe. 5: Drawings for dggrs_with Manufacturing Product Code (MPC) W G
104439-RevO2; max. door size 9'0" x. 12'0"; +47/-5.5 PSF (design load)
PAGE i OF 4 FILE: CBPC_121712-A.3
I �
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W83
104998-ReV00, max. door size 16'2" x 1210"; +41/-47 PSF (design load)
For the doors in Tables 6 through 9, Static Pressure Tests were conducted in
accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures
listed on the drawings are either direct results of these tests or results obtained
through engineering rational analysis based on actual tests. I have concluded
that the door designs listed below in Tables 6 through 9 are in compliance with
these test requirements of the Florida Building Code,
TABLE 6: Drawings for doom with Manufacturing Product Code (MPC) PAN-2FI53:
104710-13-Rev03, max. door size 16'21' x 16'0"; +36/-42 PSF (design load)
104761-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load)
TABLE 7 Drawings for doors with ManUfacturing Product Code (MPC) PAN-2 1.43
104753-13-ReV02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
TABLE 8: Drawings for doors with Manufacturing.Produ t Code (MPC) DSIE-1F171.,
104724-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104751-a-Rev02, max. door size 18',2" x 16'0"; +38/-42 PSF (design load)
ABLE : Drawincis for doors with Manufacturing P od a t Go DSI -1F171:
104777-13-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load)
Test Reports:
ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1015,01-12
(11/3/12), ATL-1113,01-1.2R (2/18/13), ATL-1107,01-12 (11/20/12), ATL-
1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12
(10/9/12), ATL 0123.01-14 (9/3/20.14), ATL 0121,01-15'(2/6/2015). These
reports. document compliance with the TAS testing standards and are signed
and sealed by David Johnson, FL PE 61915.
Product Description for doors-with MPC PAN-2F153:
These doors consist of 2" thick steel pan sections with min. 25 ga.
(0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The
maximum section height is 21". These doors may have optional Impact-
Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection-
molded front frame and glazing. The following models are at least structurally
equivalent to the tested door; 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF,
6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S; GR5SV, AR5S,
AR5SV, ED5S, EDSSV. Not all models may be shown on a given drawing..
Product Description for doors with MPC PAN-2F143:
These doors consist of 2" thick steel pan. sections with min. 24 ga.
(0.022") skins.'The steel skin is at least G40 DDS per ASTM A653. The
maximum section height is 21 These doors may have optional Impact-
Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection-
molded front frame and glazing. The following models are at least structurally
PAGE 2 OF 4 FILE: C13PC_121212-A.3
EVALUATION REPORT FOR CLOW BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^WB
equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 486. Not all models
may be shown on a given drawing.
Product Description for doors with MPC D.SIE-.1F171:
These doors consist of 2" double-skin insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0:016")
G40 DDS per ASTM A653. The maximum section height is 21". These doors
may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant
Glazing (IM) is a one-piece injection-molded front frame and glazing. The
following models are.at least structurally equivalent to the tested door: 4300,
4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, .6200, 6201, 6203,
SP200, SF200, SE200. Not all models may be shown on a given drawing.
Product Description for doors witbMPC DSIU-1F171:
These doors consist of 2" double-skin insulated sections with
polyurethane insulation foamed in place between both skins. Both inner and
outer skins are min. 27 ga. (Q.016") G40 DDS per ASTM.A653. The maximum
section height is 21". These doors may have optional Impact-Resistant Glazing.
Optional Impact-Resistant Glazing is a one-piece injection-molded front frame
and glazing. The following models are at least structurally equivalent to the
tested door: HD.P20, HDPF20, HDPL20, 7200; 7201, 7203, 8200, 8201, 8203,
9200, 9201, 9203. Not all models may be shown on a given drawing.
Product Description for doors with MPC W-1899:
These doors consist of 2-.13/16" custom wood door sections with
hemlock rails and stiles and decorative cladding and overlays. The maximum
section height is 28". These doors may have optional Impact-Resistant Glazing.
Optional Impact-Resistant Glazing is certified, laminated glass as detailed on the .
individual drawings. The following models are at least structurally equivalent to
the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be
shown on a given drawing.
Impact Resistant Glazing (IM):
The optional impact resistant glazing is an injection-molded
polycarbonate front frame and glazing (GE LEXAN ?SLX2432T) that is an
approved, C1 plastic in accordance with testing required by FBC-B 2612.
Approval based on review of the following tests:
HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI 06-T634
ASTM D638 (.after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM
D1929.
Limitations:
The drawing(s) cited above are an explicit part of this evaluation report.
The text of this report does not attempt to address all design details and relies
on'the. illustrations and text of these drawings as well.
PAGrJ or 4 FILE: CBPC_121212'-A,3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—W8
Jambs, lintels, sills or other structural elements required to prepare
openings are not covered. The design of the supporting structural elements
shall be the responsibility of the professional of record for the building or
structure and in accordance with current building codes for the loads listed on
the drawing(s) referenced above.
Installation requirements per the relevant Florida Administrative Rule,
including attachments, are detailed On the drawing(s) listed above. Installation
must be in accordance with manufacturer's Installation instructions and must
be as shown on the drawing(s) listed above, The manufacturer's licensed
design professional listed on the drawings) has reviewed the attachment
details and installation requirements.
Signature: jj$0HAA41, j�_
o
No 63286 r
r1ton,
Scott
Florida P. E. No. 63286
�p STATE OF
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Date: BR t a <.,*
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PAGE 4 of4 FILE: CRPC_121212-A.3