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ty,
FL# FL16107-R10
Application Type Revision
Code Version 201.7
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwestertleld@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
I
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation.Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
3 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc. -.QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
Validation Checklist-Hardcopy Received
Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity_
(wry Pfuehler.W
FL16107 R10 COI Statement on Indepe_n_dence of Evaluation Entity_
ScottHamilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhlO9aYpgetu2p/o2f5n8XnBD2%2fVo8JculDXOIVp/D2fA%3d%3d 1/5
1/30/2020 Florida Building Code Online
Certified By
Florida Licensed Professional Engineer or Architect
FL16107 R10 Equiv 20170809-FBC-DASMA 108 equiv.odf
FL16107 R10 Equiv 20170809-FBC-DASMA 115 equiy,pd�
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated' 08/14/2017
Date Pending FBC Approval 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page Page 2/3 0 0
FL# Model,Number or Name Description
16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(97'to 167'wide)WINDCODE@
AR2LP,ED2SP,ED2LP,4302,HDGC, W8 Garage Door with Optional Impact-Resistant Lites
6202, MFC68,4305,HDGR,6205,
SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104786-RevO4-signed•pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.g_df
doors'with optional impact-resistant glazing are Impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.22 22 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4300,4301,4310, HDG, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
HDGL, HDGF,66, 66G,67,67G,68, Garage Door with Optional Impact-Resistant Lites
SP200,SF200,SE200,6200,6201,
6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.Rdf
doors with optional Impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.23 23 W6-09 DSIE-1F171:4400,4401, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
4300,4301,4310,HDG,HDGL, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE8 W6
HDGF,66, 66G, 67,67G,68,SP200, Garage Door
SF200,SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 signed•pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.24 24 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)
75, 1500, 190,4RST,4RSF,4F, WINDCODEO W6 Garage Door with Optional Impact-Resistant
6RST,6RSF,48,42,55,48B,42B, Lites
55S,GD5S,GD5SV,GR5S,GR5SV,
AR5S,AR5SV,ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Revl7-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/-44 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf
Created by Independent Third Party: No
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fvo8JculDX01V%2fA%3d%3d 2/5
1/30/2020 Florida Building Code Online
doors with optional Impact-resistant glazing are Impact-
resistant(large missile impact).
16107.25 25 W6-09 PAN-217153: 84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)
75, 1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door
6RST,6RSF,48,42,55,48B,42B,
55S,GD5S,GD5SV,GR5S,GRSSV,
AR5S,AR5SV, ED5S, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 RIO II 101348-B-Revl7-signed d
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 FL16107 RIO AE CBPC 130214-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.26 26 W6-09 PAN-2F156: 76,76V,2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)
WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RIO II 101348-A-Revl7-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other:Max.Wind Speed (V ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.27 27 W6-09 PAN-2F156: 76,76V,2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)
WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 101348-B-Revl7-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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130214-A.Rdf
requirements of the building code but DO NOT meet the Impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.28 28 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
2053,4050,4051,4053,62, 64,65, skin 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
62G,62LG,64G,SDP38,SFL38, Garage Door
SRP38, 134, 135, 136,6130,6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104814-A-RevOO-signed.ndf
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 are FL16107 RIO AE CBPC 130423-A.pd
impact-resistant(large missile impact). Created by Independent Third Party: No
16107.29 29 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
2053,4050,4051,4053,62,64,65, skin 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
62G,62LG,64G,SDP38,SFL38, Garage Door
SRP38, 134, 135, 136,6130,6131,
6133
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104814-B-Rev00-sig en d,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:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130423-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.30 30 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga,min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
AR2LP,ED2SP,ED2LP,4302,HDGC, Garage Door with Optional Impact-Resistant Lites
6202,MFC68,4305,HDGR,6205,
SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 103954-A-Rev05-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/-44 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130423-A.pdf
Created by Independent Third Party: No
hftps://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvyf4ngAXhlOgaYpgetu2%2f5n8XnBD2°/a2fVo8JculDX01V%2fA%3d%3d 3/5
1/30/�020 Florida Building Code Online
doors with optional impact-resistant glazing are impact-
resistant(large missile impact).
16107.31 31 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
AR2LP, ED2SP, ED2LP,4302, HDGC, Garage Door
6202,MFC68,4305,HDGR,6205,
SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 RIO II 103954-B-RevOS-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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.Rdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.32 32 W6-09 PAN-2F443: G4S,GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Single-Car
GD4S,GR4S,G4SV,GS4V,GD4SV, (up to 9'0"wide)WINDCODE@ W6 Garage Door with Optional
GR4SV,E4S,ED4S, E4SV, ED4SV, Impact-Resistant Lites
SS4,AR4S,SS4V,AR4SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 103488-A-RevO7-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/-44 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130423-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.33 33 W6-09 PAN-2F443: G4S,GS4, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior
GD4S,GR4S,G4SV,GS4V,GD4SV, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6
GR4SV,E4S, ED4S,E4SV, ED4SV, Garage Door
SS4,AR4S,SS4V,AR4SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 103488-B-RevO7-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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.{1df
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.34 34 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.)Single-Car
GD4L,GR4L,G4LV,GL4V,GD4LV, (up to 9'0"wide)WINDCODE@ W6 Garage Door with Optional
GR4LV,E4L,ED4L, E4LV, ED4LV, Impact-Resistant Lites
SL4,AR4L,SL4V,AR4LV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 303488-A-Rev07-5igned.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/-44 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.35 35 W6-09 PAN-2F446: G4L,GL4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.)Single-Car
GD4L,GR4L,G4LV,GL4V,GD4LV, (up to 9'0"wide)WINDCODE@ W6 Garage Door
GR4LV,E4L, ED4L,E4LV, ED4LV,
SL4,AR4L,SL4V,AR4LV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 RIO II 103488-B-Rev07-_s gned.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/-44 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130423-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.36 36 W6-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double-
ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE®W6 Garage Door with
Optional Impact-Resistant Utes
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16107 R10 II 104790-A-RevO7 signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 4/5
1/30/2020 Florida Building Code Online
doors with optional impact-resistant glazing are impact- FL16107 R10 AE CBPC 130423-A.Rdf
resistant(large missile impact). Created by Independent Third Party: No
16107.37 37 W6-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double-
ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104790-B-ReV07 signed.0ff
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.38 38 W6-16 PAN-2F446: GD4L,GR4L, Gallery/Artistry/Expressions: Steel Pan(min. 24 ga.) Double-
ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door with
Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104790-A-Rev07 signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.39 39 W6-16 PAN-2F446: GD4L,GR41_, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Double-
ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16107 R10 II 104790-B-Rev07 signed.Ddf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windborne debris regions.
16107.40 40 W8-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
GR2SP,GD21_P,GR2LP,AR2SP, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W8
AR2LP,ED2SP,ED21_P,4302,HDGC, Garage Door with Optional Impact-Resistant Lites
6202, MFC68,4305,HDGR,6205,
SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R10 II 104119-RevO4-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: +54 PSF/-60 PSF Evaluation Reports
Other: Max.Wind Speed(V ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf
doors with optional Impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
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i
f
4 3 2 1
I 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 1 OF
CL I AY 84A,94 73, 75 76 CLOPAY
REv. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION
IDEAL 4RST,4F■ 6RST 2RST 'GALLERY' 15I15S;GRSS -- 17 - 2/I 1/13 - SH RENSEO FOR NEW LOADS.
HOLMES 48.48B 142,42B -- HOLMES AR5S --
Y --
SHORT PANEL 'AR71STRY'
LONG PANEL IDEAL
MODEL 4F IS FLUSH •CARRIAGE HOUSE' EOSS
D SHORT PANEL -LONG.PANEL SHORT PAN /FI SH MODFI S: (1) INTERMEDIATE STILE 13MVEEN EACH D
EMBOSS [(3) STILES PER SECTION AT 9'0"WIDE].. EACH'INTERM. STILE
OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND.URETHANE ADHESIVE
I STANDARD OR IMPACT RESISTANT (ALONG CENTER).
GLAZING. SEE SECTION B-B ON LONG.PANEL MODELS: (3) TOTAL STILES PER SECTION. (1)STANDARD
SHEET 2 FOR DETAILS: INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM.
MAX, STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE
19-1/2-06". IMPACT RESISTANT ADHESINE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL
DOOR HEIGHT H OF H OF U-BARS GLAZING IS 21-5/8%14-1/8". PER SECTION,.FIELD-INSTALLED WITH (4) #8 SMS (PER STILE).
SECTIONS MAX DLO SIZE IS 18-1/2"xl1
UP TO 7.0' 4 6 .. A END STILES ATTACHED TO DOOR
7'3' TO 8'9' .5 8 SKIN WITH PATENTED TOG-L-LOC
9'0' T❑.!0'6' '6 9 .SYSTEM (TOP, BOTTOM, & CENTER),
10'9' TO 12'3' 7 !1 0: t< F f6, S/ 'F SEE END HINGE
12'6' TO 14'0' 8 12 m VIEW B.
C 14'3' TD 15-9' 9 14
16'G. 1D .15 -
o -
MAX SECTION HEIGHT: 21'
o
oZ , SEE INTERMED. HINGE
C O VIEW C. SLIDE BOLT LOCK
u N _ END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
o DOOR.
THIS ODOR MEETS OR-EXCEEDS THE DESIGN LOADS FOR THE =N- i�
ULTIMATE riRHO SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA �_
BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON O o TWO POINT LOCKING
ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED ow INSIDE SLIDE BOLT
BUILDING;2) DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,3) ox _ INTO TRACK SNAP LATCH,ENGAGES LOCK OPTION.
ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH �. ONTO VERTICAL TRACK. END
ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A OUALIFIEO �" ONE SNAP LATCH ON STILE.
DESIGN PROFESSIONAL MAY DIFFER. --- -- EACH SIDE Of DOOR.
B ULTIMATE WIND. T55 !60 ]7p 180 195 B
ml
SPEED(MPH)
OUTSIDE
EXPOSURE B,C,D R.C. D H.C�CB A OUTSIDE HANDLE. LOCK BAR.
CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF END ENGAGES IN
LOCK POSITION OPTIONAL VENT I KEYED STILE. TRACK ON
MEAN.RQDF HEIGHT 25' IS' 25' MAX. DOOR WIDTH 9'-0" HANDLE' EACH SIDE
INSIDE FLFVATION INSIDE HANDLE OF DOOR.
'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING.
,,.. Ha.
*•�' No' 63 �•4.* METAL/8" SHEET MANUFACTURING PRODUCT CODE
3 _I�l//' METAL SCREWS SHORT PANEL.,'PAN-2F153
�
.O ¢ l'S .,�� O DESIGN LOADS: +38:0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-2P156
y TEST LOADS: +57.0'P.S F. & -66.0 P.S.F.
77 PART NO.: N/A
T 4
A ; ST E OF ,U 1/4"x3/4" SELF un esa Stoted Otne n -Clopay 8585 Doke 800levord WINDLOAD RATING
�0�., Qi: TAPPING SCREWS Moson.OH 45040 VSA
F' O R'1'Q N�.� o0 o TOLERANCES-7 Tel.No.513-770-1800 �,I! 1TI P ^(
' ��,♦ .O 2.031 8v34ny:Prodtxts Cmipn�y F"No.513-170-4853 Vy � 1J I �V
I"ritNA it%,% .00= 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
14 CA. END HINGES 18 GA. INTERMEDATE HINGE .000 t.005 DRAWN BY: 'MW DATE: 3/15/95 SCALE: NTS
A000 = t.001 DwG.D
DESIGN ENGINEER VIEW "B VIEW-" D`e9iies`=-t1%a' CHECKED BY: -- DATE: -- SHEET-IOF a SIZE
SCOTT HAMILTON. P.E. Umless Stnte4 Ok.—+ e
FLORIDA LICENSE No..63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 101348 - A/8 VER: BC
4 3 2FLOR90A PH
ODMC T lappIRDWQL 16107
I
4 3 2
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SMEET! REVISIONS
MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 2 OF 4 REV_ NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
CLOPAY 84 a,94 73, 75 �222RST
76 CLOPAY
IDEAL 4RST, qFr 6RS7 GALLERY. GD5S,GRSS -- 17 - - - - SEE REVISION HISTORY ON.SHEET ONE.
HOLMES 48,488 42.42B -- HOLMES ARSS --
'ARTISTRY'
SHORT PANEL LONG PANEL IDEAL
-MODEL 4F IS FLUSH 'CARRIAGE HOUSE' ED5S
D SHORT.PAHEL LONG.PANEL D
t
I
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 FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE,ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING.CODE AND INTERNATIONAL BUILDING CODE BUT.DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANL 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
Al IMPACT-RESISTANT FRAME.
IB
OPTIONAL DECORATIVE 225 MULTIPURPOSE HIGH BOND TAPE
SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
DECORATIVE FRONT FACADE. i
GLAZING
}� MOLDED INSIDE
afee- LITE RETAINER.
STRUCTURAL SILICONE'SEALANT
(BSCREW
ERVEEN STEEL SKIN AND FRAME). ('10 SCR PAN HEAD E).
(10 SCREWS PER LITE).
IUPACT RESISTANT
ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME VATH
B MOLDED GE_LEXAN (10)p8 x 3/4"PAN HEAD MACHINE SCREWS.
SLX2432T'FRONT' U
FRAME&GLAZING.
IMPACT—RESISTANT ASSEMBLY 'DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 101348-A DRAWING 10.1.348-B
HAM/C�!����
E
*,J• No 63/ MANUFACTURING••,.*' SHORT PRODUCT DE
PANEL: PAN2FI53
� I �•'' LONG PANEL: PAN-2F156
DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. pAlti NO.: N/A
D :,it
TEST LOADS: +57.0 P:S.F. & -66.0 P.S.F. A
STA E F �� UMen Stotea Olherw a 8565 Duke BoWevoE VINDLOAD RATING
0 A Rosan,OH 45040:USA
TOLERANCES are c'Clapay 1 No.513-770-4809 ` / T�
.0 = f.031 Cul*q F lots C.Wmy Fm 14.513-770-4a53 W 6 D R3'8
00= f.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
n La ODD- m.005
DESIGN ENGINEER: - De0000-'f.001
DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DW'G:D
SCOTT MAILTON, P.E. 9 CHECKED BY: --- DATE: -- - SHEET 2 OF a. SIZE
UNess Stolee 0", ,se
FLORIDA LICENSE No. 6328 DIMENSIONS ARE IN MCHES.DWG, NO.: 101348 — A/B VER: IBC
4 3 2 FLOO BODDQ P ODD MCAT APPROOMQL 1.6107
{
4 3 2 1
f
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SNEER REVISIONS
MODELS 24 GA 25 GA 25 Ga MODELS 25 GA 25 GA 3 OF 4 REV. N0. ZONE:I DATE: ECN NO. APPVD: .DESCRIPTION
i CLOPAY 64A,94 73, 75 76 CLO GDSS,'GRSS
PAY -- - - - -
IDEAL 4RST, 4Fr 6RST 2RST 'GALLERY' 17 SEE REVISION HISTORY ON�SHEET ONE.
{ HOLIES 48, 48B 42,42B -- HOLMES ARSS --
SHORT PANEL LUNG PANEL 'ARTISTRY' --
IDEAL EDSS L-- 3" TALL U-BAR
D t -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' I 2"THICK 20 GA..GALV. STEEL
1 SHORT PANEL LONG PANEL I MIN, YEILD STRENGTH:.50 KSI p
VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS):
3/8"x3" LAG SCREWS.ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY
BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
12 GA GALV. STEEL TOP
VERTICAL JAMB ATTACHMENT (C-90'BLOCK OR 2,000 PSI MIN CONCRFTF C01 UMN): ,ROLLER BRACKET. EACH
3/&x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS.(2-,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED W/(4)
INCLUDED WITH SLEEVE ANCHORS. f/ISxS/B" SHEET METAL
OR SCREWS.
1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10"CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS.
(C-90 BLOCK). 1" O.D.WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A
ANCHORS�MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND
C SURFACE: HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED=QN POLYESTERTOP COAT APPLIED TO 14 GA, GALV. STEEL END HINGE
OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES VJ/(4) EACH
CONFIGURATIONS.
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4)
CONFIGURATIURATIONS. 1/4" SELF TAPPING SCREWS.
O
PREPARATION OF JAMBS BY OTHERS
NOTE THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL'OF RECORD'FOR THE BUILDING OR STRUCTURE AND �� 3" TALL x 20 GA. GALV. STEEL U-BARS
IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO
U-BARS ON BOTTOM SECTION, ONE
'U-BAR ON NEXT SECTION, ETC.). EACH
U-BAR ATTACHED WITH (2) 1/4"x3/4"
SELF TAPPING SCREWS PER STILE
.LOCATION.
B g
1.3 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2).#14x5/8" SHEET METAL SCREWS
ALUMINUM EXTRUSION
&VINYL WEATHERSTRIP.
O�1 HAA4/4"" SECTION A—A (SIDE VIEW)
Oj .�\GEN41
///
N fE;0!'F"
/ *.' MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-2F153
LONG PANEL- PAN-2F156
G=w DESIGN LOADS +38.0 P.S.F. & -44.0 P.S.F.
TEST LOADS +570 P.S.F & -66.0 P.S.F. PART NO.: N/A0* STtoUnless Steled Otn � 65a5 Duke Boutevdrd VINDLOAD RATING T.� Clopay "vi.OR•45040-770-➢M,
'¢F` 4 0 R) P'�� TOLERANCES ore TeL.Nn.513-770 4800 W 6 D P 3 8
.O = f.031 Be�dng PeadueU C4mI'my Fox Ro.513-770-4853
o00 _01� DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
.0000 = 3.001 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DWG.
DESIGN ENGINEER' Degrees =_x 1/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 ISIZIt B
SCOTT HAMILTON, P.E. U.1—Stoled Otnerwts<
FLORIDA LICENSE No. 63286 DIMENSIONS ARE M INCHES:DWG. NO.: 101348 - A/B VER: IBC
4 3 2 FLOIRPO PFRIODUCT APPROWAL 16107
i
t
4 3 2 1
'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS
MODELS 1 24 GA 1 25 GA 25 GA MODELS 25 GA zs Ga 4 OF 4 REV. NO. ZONE: DATE: ECN.NO. APPVD: DESCRIPTION
CLDPAY 84a, 94
73, 75 76 LT_OPaY GI)SS,GRSS 17 - - - - SEE REVISION.HISTORY ON SHEET ONE.
IDEAL 4RST:4FM 6RST 2RST 'GALLERY'
HOLMES 1 48, 48B 142. 428 HOLMES AR55
( SHORT PANEL LONG PANEL 'ARTISTRY' --
• -D MODEL 4F IS FLUSH 'CARRI AGE IDEAL HOUSE' E115S --
.
SHORT PANEL I LONG PANEL D
2"TRACK CONFIGURATION. FDTG
TERBALANCE.SYSTEMJAMB CONFIGURATION.
HORIZONTAL TRACK
V.STEEL FLAC BRACKET ATTACHED-TO DOOR - SUPPORT BY DOOR
(3)5/16"-X 1-5/8"LAG SCREWS HEIGHT "L" INSTALLER(TO SUIT).
ACK WITH(2) 1/4"RIVETS. 6'-67 "T-0". 7 2a6 SYP WOOD JAMB, SEE OPTIONAL STOP MOULDING.BY INSTALLER TO,SUIT,
!DM TRACK CONFIGURATION ( )T-6" _ "JAMB'PREPARA770N NOTE".'ABOVETHE DHE.WINEN OA DOES ING NTE 30"O:C. 8.-0_ 16 GA GALV.STEEL END STILE.
N07 AFFECT THE.OOR.LOADRATING OF THIS DOOR. 0 8'-fi" 4" � J-
0 GALV. STEEL TRACK, 1CK THICKNESS: 0.683`. B,-6"1 2-V2"% 12 GA GALv,STEEL-
u 10'-0" 1 TRACK BRACKETS FASTENED TO
10-6"1 8" WOOD JAMBS WITH 5/6"X 1-9/8'
_ 7/16"I.D. ROUND 18 GA.GALV. SIEEL�CENTER HINGE
g _L_ 11'-0" LAG SCREWS, PUSH NUT FASTENED TO INTER.STILES W/(4)EACH
1 FASTENER:
's 36"+2` g14x5/8'SHEET METAL SCREWS.
C TIP. 2-1/2"X 12 GA GALV. 12'-0"13 "
z STEEL TRACK BRACKETS; --6'14 " 14 GA GALV.STEEL ROLLER.HINGES FASTENED 70 END STILES W/(4)EACH y114x5/8" C
W ATTACHED TO JAMS!V1I7H (t) 13'-O`14 " SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.
a 5/16"x 7-5/8"LAG SCREW PER 1 4" 2"GALV.STEEL TRACK FASTENED TO
TRACK BRACKET. 4'-0` 12 GA GALV STEEL TRACK BRACKETS
1 WITH EITHER(2) 1/4"DIA.RIVETS OR 2"DA.7-1/2"LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
10" 16'-0" (1) 1/4'%.5/8"BOLT&NUT PER SECTION C-C
-3-1/2" TRACK BRACKET.
....... 16-0`1 4" PREPARATION OF JAMBS BY OTHERS
LHR BRACKET(2-1/2"x 5-3/4"x 12GA)
3"TRACK IS ALSO AVAILABLE ATTACHED WITH(2) 1/4-x 3/4"SELF TAPPING
SCREWS.
DOUBLE TRACK
LOW HEAOR001.1 OPTION
DOUBLE HORIZONTAL
TRACK.
B B
`% O�T HAA4tt
0G 4�G E N.SF:�2�•�.
No.6l
�,_.�• `! * MANUFACTURING PRODUCT CODE
SHORT PANEL: PAN-2F153
LONG PANEL: PAN-2F156
gg DESIGN LOADS 7.0 P .S F. & -.0 P.S.F.P.S.F. PART NO.: N/A
A 9:. STA-ES !� 14/� TEST LOADS +570 P.SF & -66.0 PF. A
4 . U61ese Staled Ota 's =C�apay 8585 Duke B4Vlevmd VINDLOAD RATING
o'•.R P �?�` TOLERANCES e a Mosort.OH 45040 USA
... ���% .D= 3.031 B.Wq hodxts Can,enr I.Mu.513-770-485533 `1V 6 D P 3 8
ONAit .00 = 3,015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF
000 = t:005
DESIGN ENGINEER: - .0000= t_001 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS MG.T
Degrees CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE L
SCOTT HAtAILTON, P.E. Unless Stoted Dtnerase
FLORIDA LICENSE No.. 63286 DIMENSIONS ARE IN i=<S. DWG. NO.: 101348 - A/B VER: IBC
. 4 3 2 IGLOO RODQ PRODUCT DD UC T APPROVAL 16107
February 14, 2013 (Revised 8/10/17)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6
through W8
I have evaluated the wind load door designs as shown on the drawings listed below. I
have reviewed the test reports, which were generated by accredited independent.
laboratories as required by the relevant Florida Administrative Rule, the engineering
rational analysis, and the product drawings. The test reports are listed below. Assembly
testing was conducted by American Test Lab North Carolina. Component testing was
conducted by HETI and ETC.
For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in
accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile
Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994
and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA
115-2005.The pressures listed on the drawings are.either direct results of these tests
or results obtained through engineering rational analysis based on actual tests. I have
concluded that the door designs listed below in Tables 1 through 5 are in compliance
with these High Velocity Hurricane Zone test requirements of the Florida Building Code
and therefore are qualified as impact-resistant assemblies (large missile impact).
TABLE.1: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F 53:
101348-A-Rev17, max. door size 9'0"" x 1610"; +38/-44 PSF (design load)
TABLE 2: Drawings for doors with ManWWcturing Product Code (MPC) PAN-21=156:
101348-A-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F171:
1.01..526-A-Rev20, max. door size 910"" x 16'0"; +38/-44 PSF (design load)
TABLE 4: Drawincs for �dQ.Qcgwith Manufacturing Prgdurct Code (MPC) DSIU-1F171:
104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load)
TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1E471:
104785-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load)
104786-Rev04, max. door size 1612" x 16'0"; +46/-52 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: D s_for_door_s_with_Manufactur�rtg�roduct C�(MPC) PAN-2F153:
101348-B-Rev1:7, max. door size 9'0"" lx 1x'000"; +38/-44 PSF (design load)
PAGE 1 OF 3 FILE: CBPC_130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,w6^W8
TABLE 7: Drawings for doors with Manufacturing Product Code (MPQ PAN-2F156:
101348-13-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load)
TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F1.7Ji
101526-B-Rev20, max. door size 9'0"" x 16'0"; +38/-44 P5F (design load)
TABLE s for doors with Manufac urin P MPC DSIE-1F471:
104785-B-Rev03, max. door size 16'2" x 16'0"; +38/-42 Ps'F (design load)
ZeSt_Reports:
ATL-0107.01-13 (2/20/13), ATL-1206.01-12 (1/23/13), ATL-0801.01-12 (8/15/12),
ATL-0827.01-12 (10/9/12), ATL-0115.01-13R (3/18/13), ATL-0117.01-13R (3/18/13).
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 (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, 42B, 55, 55S, GD5S,
GD5SV, GR5S, GRSSV, AR5S, AR5SV, EDSS, ED5SV. Not all models may be shown on a
given drawing,
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
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: 76, 76V, 2RST.
Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIE-1F171:
These doors consist of 2" double-skin Insulated sections with an EPS core
laminated to both skins. Both Inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653:The maximum section height is 21". These doors may have optional
Impact-Resistant Glazing (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; 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.
P-r-o-i_u_ct_Description for doors with MPC DSIU-1F171
These doors consist of 2" double-skin insulated sections with polyurethane
insulation foamed in place between both skins. Both inner and outer skins are min. 27
ga. (0.016") G40 DDS per ASTM A653. The maximum section height Is 21". These
doors may have optional Impact-Resistant Glazing (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: HDP20, HDPF20, HDPL20, 7200,
PAGE 2 OF 3 FILE: CBPC 130214-A.3
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOoRs,W6—W8
7201; 72031 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a
given drawing.
Product Description for dogr5wilb MPC D5I&1F4 _
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 24". These doors may have optional
F Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an
j aluminum front frame and a separate polycarbonate glazing. The following models are
at least structurally equivalent to the tested door: GD2'SP, 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.
xmpa_ct_Resistant Glazing (Molded)
The optional impact resistant glazing is an injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance
with testing required by 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,
Impact Resistant Glazing (Aluminum)-
The optional impact resistant glazing is an aluminum front frame and a separate
polycarbonate glazing that is an approved C1 plastic in accordance with testing
required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034
(Versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355)
and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on
review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp.
8/27/17).
Limitations:
The drawing(s) cited above are an explicit part of this evaluation report. The
text of this report does not attempt to address all design details and relies on the
illustrations and text of these drawings as well.
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 drawings) referenced
above.
Installation requirements per the relevant Florida Administrative Rule, including
attachments, are detailed on the drawing(s) listed above. Installation must be in
accordance with manufacturer's installation instructions and must be as shown on the
drawing(s) listed above. The manufacturer's licensed design professional listed on the
drawing(s) has reviewed the'attachment details and installation requirements.
Signature: lHAj'�r�i
/
Cb
Scott Hamilton, P. E. No 6 28
Florida P. E. No. 63286
Date: aPilaI"Q ��•;,
STATE OF +
PAGE 3 of 3 N �� FILE: CBPC_130214-A.3
A�%J%8%