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Product AP�roval Menu>Product or Application Search>Application List>Application Detail
FL# F.L16546-R11
- - - Application Type Revision
Code Version 2017
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
shamllton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
-! Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Hamilton
Evaluation Report
- " Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
J Validation Checklist- Hardcopy Received
Certificate of Independence FL16546 R11 CQ[ Certification of Independence .of Validation Entity_
Gary. Pfuehler 2016-02-19.pdf
FL16546 R11 COI Statement on Independence of Evaluation Entity_
ScottHarrilton 2016-02-19.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16546 R11 Equiv 20170809- FBC- DASMA 108 equiv.pdf
FL16546 R11 Equiv 20170809- FBC- DASMA 115 equiv pdf
httpsJAw Nv.floridabuilding.org/pr/pr_app dtl.aspx?parartr--wGEVXQwtDq\,gqu2W%2bnFgUMAgulPvy/2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 1/5
2/6/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/18/2018
Date Validated 02/13/2019
Date Pending FBC Approval 02/13/2019
Date Approved 04/16/2019
Summary of Products
Go to Page 0 '40 Page 1/4'0 0
FL# I Model,Number or Name f Description
16546.1 01 W5-16-HY PAN-2F153/6: 73, 1500, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
75, 76, 190,84A,94,42,428, 48,48B, WINDCODE@ WS Garage Door
55,41`,4RST, 6RST,4RSF, 6RSF, GD5S,
GD5SV,GR5S,GR5SV,AR5S,AR5SV,
ED5S, ED5SV
Limits of Use Installation Instructions j
Approved for use in HVHZ: No FL16546 R11. II 101922-A-Revl5.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+32 PSF/-32 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional impact- FL16546 R11 AE CBPC 131211-A.pdf
resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.2 02 W5-16-HY PAN-2F153/6: 73, 1500, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
75,76, 190, 84A, 94,42,428,48,4813, WINDCODE@ W5 Garage Door
55,4F,4RST, 6RST,4RSF,6RSF,GD5S,
GD5SV, GR5S,GR5SV,ARSS,ARSSV,
EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 101922-B-Rev15.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 the FL16546 R11 AE CBPC 131211-A:pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for wlndbome debris regions.
16546.3 03 W8-16 PAN-2F443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan (min.24 ga.) Double-Car
ED4S,AR4S (9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with Optional
Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104791-Rev05.pdf
Approved for use outside:'HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes . Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors(no FL16546 R11 AE CBPC 131211-A.pdf
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
16546.4 04 W6-16 PAN-21`153: 73, 1500,75, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'2"wide)
190,84A,94,42,4213,48,4813, 55, WINDCODE@ W6 Garage Door with Optional Impact-Resistant Lites
4RST, 6RST,4RSF, 6RSF, GD5S, GD5SV,
GR5S, GR5SV,AR5S,AR5SV, ED5S,
ED5SV
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16546 R11 II 104710-A-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+36 PSF/-42 PSF Evaluation Reports
Other:Max. Wind Speed(V_ult): 170 MPH. Solid doors(no FL16546 R11 AE CBPC 131211-A.pdf
standard glazing)are impact-resistant(large missile Impact). Created by Independent Third Party: No
16546.5 _: 05 W6-16 PAN-2F153: 73, 1500, 75, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'2"wide)
190,84A,94,42,48,55,4RST, 6RST, WINDCODEO W6 Garage Door
4RSF, 6RSF,GD5S,GD5SV,GR5S,
GR5SV,ARSS,ARSSV, ED5S, EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104710-B-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:+36 PSF/-42 PSF Evaluation Reports
Other:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
https:/Mrnw.floridabuilding.org/pr/pr appdtl.asp�C?param=wfEVXOwtDq\gqu2w%2bnFgUMP�quIPWLFMmFvBgsdYdca%2fzGZWcCAmK5Q%3d%3d 215
2/6/2020 Florida Building Code Online
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:Yes FL16546 R11 II 104710-A-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors(no FL16546 R11 AE CBPC 131211-A.pdf
standard glazing)are impact-resistant(large missile Impact). Created by Independent Third Party: No
16546.7 `07 W6-16 PAN-2F156: 76, 2RST I Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide)
` I WINDCODE®W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R11 II 104710-B-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:+36 PSF/-42 PSF Evaluation Reports
Other:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
16546.8 08 W5-16 PANSP-21`153/6: 73SP, 15SP, I Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'0"wide)
GD5SSP, GDSSSPV, 76SP,76VSP WINDCODEO WS Garage Door
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL16546 R11 ii 104818-A-RevOI-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+32 PSF/-37 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional impact- FL16546 R11 AE CBPC 131211-A.pdf
resistant glazing are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.9 I
09 W5-16 PANSP-2F153/6: 73SP, 15SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
GDSSSP, GD5SSPV,76SP,76VSP WINDCODE@ WS Garage Door
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL16546 R11 II 104818-B-RevOl-signed.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:No Created by Independent Third Party: No
Design Pressure: +32 PSF/-37 PSF Evaluation Reports
Other:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
16546.10 10 W6-09 DSIE-1A171: 2050, 2051, Double-skin Insulated EPS(exterior skin 27 ga, min.; interior skin
2053,4050,4051,4053, 62, 64,-65, 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE®W6 Garage
62G, 62LG,64G, SDP38,SFL38,SRP38, Door
134, 135, 136, 6130, 6131, 6133
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104814-A-Rev00.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes- Created by Independent Third Party: No
Design-Pressure: +36 PSF/-44 PSF Eva luation'Reports
Other. Max. Wind Speed(V_ult): 170 MPH.Solid doors (no FL16546 Rll AE CBPC 131211-A.pdf
glazing)are impact-resistant(large missile impact). Created by Independent Third Party: No
16546.11 11 W6-09 DSIE-1A171: 2050, 2051, Double-skin Insulated EPS (exterior skin 27 ga, min.; interior skin
2053,4050,4051,4053, 62, 64, 65,, 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 Garage
62G, 62LG, 64G,SDP38, SFL38, SRP38, Door
134, 135, 136, 6130,6131, 6133
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 104814-B-Rev00.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:+36 PSF/-44 PSF Evaluation Reports
Other:The standard glazing available for this product meets the FL16546 R11 AE CBPC 131211-A.pdf
wind load requirements of the building code but DOES NOT meet Created by Independent Third Party: No
the impact resistant requirement for windbome debris regions.
16546.12 12 W6-09 DSIU-1F471:•GD2SU,GR2SU, Double-skin Insulated Intellicore (exterior skin 27 ga. min.; interior
GD2111, GR2LU,AR2SU,AR2111, ED2SU, skin 27 ga. n-n.)Single-Car(up to 9'0"wide)WINDCODE@ W6
ED2LU,9202, HDPC20, 7202, 8202, Garage Door with Optional Impact-Resistant Utes
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 Rll II 104432-A-Rev05.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton'FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:+38 PSF/-44 PSF Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R11 AE CBPC 141219-B.pdf
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile impact).
https:/Ammv.floridabuilding.org/pr/pr_app dtl.aspx?pararri=wGEVXQwtDq\igqu2w%2bnFgUMAgu[Pw2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 3/5
2/6/2020 Florida Building Code Online
16546.13 13 W6-09 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2LU2LU
,GR2LU,AR2SU,AR , ED2SU, skin 27 ga. min.)Single-Car(up to 97 wide)WINDCODEp W6
ED2W,9202, HDPC20, 7202,8202, Garage Door
MFC68U,9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104432-B-Rev05.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16546 R1 t AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the Impact Created by Independent Third Party: No
resistant requirement for windbome debris regions. I
16546.14 114 W6-16 DSIU-11=471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2111, GR2LU,AR2SU,AR21-1.1, ED2SU, skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)WINDCODE@ W6
ED2W, 9202, HDPC20, 7202,8202, I Garage Door
MFC68U,9205, HDPR20, 7205, 8205,
(MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes I FL16546 RLI 11 104320-A-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports j
Other: Max. Wind Speed(V_ult): 170 MPH. Solid doors(no FLL6546 Ril .AE CBPC 141219-B.pdf
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No j
resistant (large missile impact).
16546.15 15 W6-16 DSIU-1F471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2W,GR2111, AR2SU,AR2LU, ED2SU, skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)WINDCODE®W6
ED2LU, 9202, HDPC20,7202,8202, Garage Door
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 Rll II 104820-13-Rev03.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:No Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16546 Rll AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the Impact Created by Independent Third Party: No
resistant requirement for windbome debris regions.
16546.16 16 W6-18 DSIE-1F471:.GD2SP,GR2SP, Double-skin Insulated EPS (exterior skin 27 ga, min.; interior skin
GD21_P,GR21_13,AR2SP,ARKP, ED2SP, 27 ga. min.) Double-Car(16'4"to 18'2"wide)WINDCODE@ W6
ED2LP,4302, HDGC, 6202, MFC68, Garage Door with Optional Impact-Resistant Lites
4305,HDGR, 6205, SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 II 104810-A-Rev04-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(no FL16546 R11 AE CBPC 141219-B.pdf
glazing).ordoors with opt Iona I-Impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.17 16 W6-18 DSIE-1F471: GD2SP,GR2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior skin
GD2LP GR2LP,AR2SP,AR21_P, ED2SP, 27 ga. min.) Double-Car(16'4"to 18'2"wide)WINDCODE@ W6
ED2LP,4302, HDGC,6202, MFC68, Garage Door
4305, HDGR, 6205,SFR68, MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 Rll II 104810-B-Rev04-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/-42 PSF Evaluation Reports .
Other:Doors with standard glazing meet the wind load FL16546 Rll AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windbome debris regions.
16546.18 18 W6-18 DSIU-iF471: GD2SU, GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2W, GR2LU,AR2SU,AR2111, ED2SU, skin 27 ga. min.) Double-Car(16'4"to 18'2"wide)WINDCODE@ W6
ED2LU,9202, HDPC20, 7202,8202, Garage Door with Optional Impact-Resistant L.ites
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 Rll II 104821-A-Rev04.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 Rll AE CBPC 141219-B.pdf
glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.19 19 W6-18 DSIU-1F471: GD2SU, GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
https://wmv.floridabuilding.org/pr/pr app dtl.aspx?parani=mGEVXQwtDq�gqu2w%2bnFgUMAgu[Pv2FMmFvBgsvYdca%2fzGZWeCAmK5Q°/`3d%3d 4/5
2/6/2020 Florida Building Code Online
GD2W,GR2LU,AR2SU,ARKU, ED2SU, skin 27 ga, min.) Double-Car(16'4"to 187"wide)WINDCODE@ W6
ED2LU,9202, HDPC20, 7202, 8202, Garage Door
MFC68U, 9205, HDPR20, 7205,8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16S46 Rll II 104821-B-Rev04.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:+38 PSF/-42 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16546 R11 AE C8PC 141219-13.pdf
requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No
resistant requirement for windbome debris regions. --
j 16546.20 120 W8-09 DSIU-1F471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
f I GD2LU,GR2LU,AR25U,AR2LU, ED25U, skin 27 ga. con.)Single-Car(up to 9'0"wide)WINDCODE@ W8
f ED2LU,9202, HDPC20,7202,8202, Garage Door with Optional Impact-Resistant Utes
MFC68U,9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 1111 H 104435-Rev05.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
i Design Pressure: +54 PSF/-60 PSF Evaluation Reports
j Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors(no FL.16546 R11 Ac CBPC 141219-B.pdf
j glazing)or doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant (large missile in-pact).
Go to Page 0 4 Page 1/40 0
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Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrIyaN Statement::Accessibility.Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to
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they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee
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https:lAmAw.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqvgqu2w%2bnFgUMAgulPv,2FMmFN,BgsvYdca%2fzGZWeCAmK5Q%3d%3d 5/5
MODELS SHORT .LONG MODELS FLUSH GROOVED SHEET• REVISIONS
CLOPAY GD2SU, GR2SU GD2LU, GR,-LU CLOPAY CLASSIC 9202,.NDPC20 9205, HDPR20 9' REV- NO. ZONE: DATE: ECN NO. APPVC: DESCRIPTION
GALLERY ...._ I 12/26/14
H LI4AR2SU AR2LU HOLMES CLASSIC 7202 � 7205 05 SH � ADDED EMBEDMENT TO FASTENERS.
TR
ART TR '---
FR68U
EAL, ED25U � ED2lU IDEAL CLASSIC 6202, MFC66u 8205, t+
--�� —_-�
XPRE I
OPTIONAL GLAZING MAY BE STANDARD (OSB OR BETTER) Q
OR IMPACT RESISTANT GLAZING. I:AXIMUM GLAZING SIZE
(DLO) IS 38-T/2"x13'- GLAZING MAY BE SHORT-PANEL
(SHO1:'N) OR LONG-PANEL (NOT SHOWN), SEE SECTION
:B-6 ON SHEET 2 FOR DETAILS. "
. GLAZING MAY BE INSTALLED 1,14 TOP SECTION (SHOWN) 4R
. INTERMEDIATE SECTION (NOT SHOWN)."
-—Mr►A
DOOR HEIGHT 0OF I: OF U-BARS i
SECTIdNS _
UP TO 6'0' 3 a �.-, SEE END HINGE
6'3` TO 8'0` 4 1 5 1 1 VIEW B- �
8'3' TO 10'0" 5 6 B B
10'2' TO 12'0' 6 ?
----"� ------- -----.r>'- ----
12'3' T❑ 14'0' 7 8 3 1"--" , ,�-----'-�1 !�'- , ,"'*------•�..
o o , ' 1' ,, I, II ', SEE NITCRMED. HINGE
14'3' TO 16'0', 8 9 1=
'i 1 I i i' i E i --�.--f' 1 VIEW C. 1 �'
MAX'SECTION HEIGHT=2.' tO"� ii '1 1�_ ;, ,
J;
!E-
0z `- __ --^-•'F-i-'^-"`^'^'"�'=i, SUDE BOLT LOCK
o li__-____jl ri_______ii (i ,' , / iA Pi ENGAGES INTO
END VERTICAL TRACK.
__ 't i(„�___ ONE LOCK ON
o� :_--'--"C'_i �--"-----� i_^---`_-- �-T-----_--: � INTO TRACK LOCKING _ DOOR.
----- .. EACH SIDE OF
TMS BOOR MEETS OR
AUILONG DE R THE EXCEEDS
LOYN C.COIIL BUILDING
CO ENCLOSED _______,' �i_______ I'—_____ ii I_____`I _ ' tNSiDf?LIDf. OLT
UL71LWE WIND SPE-OS LISTED EELOV ACCORDING TO THE FLORIDA
6UNCD.iiG CODE OR THE NNT£RttATiONAt 6UtLDlNG COD_(BASED ON � 1, , i , , , r ,
_! I 1 , SNAP TCN ENGAGES L�CI< 0,'T1gy
BUILDING, 2)DOOR HAS 2'OF MOTH 1:N BUILDING'S END ZONE.3) 1� r 1„______ I I� , !,, I L`
J .;.-=�C.'=--t-------_-_ ONTO VERTNCAL TRACK. END
ANY ROOF SLOPE,AND 4}TESTING 1N ACCORDANCE WITH --- - - —---- STILE.
ANSVDASUA 106.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED ONE SNAP LATCH ON j
DESIGN PROFESSIONAL CLAY DIFFER. EACH SIDE OF DOOR.
E3 ULTIMATE
OUTSIDE KEYED
ULTIMATE VIND LOCK POSITION
SPEED(PPH) 155 160 t70 I80 195 B
OUTSIDE
MAX. DOOR WIDTH 9'-0" ! - .,.� HANDLE. LOCK BAR
EXPOSURE D.C.D B,C.D D,C &C ,B E END ENGAGES IN
c»TEGDRr _ — SHORT.PANEL SHOWN 4USCEtiOD-�•" i TRACK ON
t STILE,
i.EAti ROOF tvI0N7 23 75i 25' IY 30' � HANDLE. �� EACH SIDE
INSIDE HANDLE OF DOOR.
0.115 E_KEYYED LOCK 171 OUTSIDE KEYED LOC' NOT
SNAP LATCH LCCK OPTiOJ_J. LOCK BAR LOCKIN. i
f 63 #14x5/8" SHEET MANUFACTURING PRODUCT CODE
�<�.'• �^'' G METAL SCREWS
{�� � DSIt;—IF47I
-O• 1L Z4 F,fr,• Qm
DESIGN LOADS: -�c P.S.F..:a 4.0 P.S,F r�h,RT NO.: NIA
^9•: STATE F .Ut: 1/4"x3/a" SELF TEV^1LOADSt +57.0 S.F.. -6G
.O_PS. l AR
C3' 2tJ" TAPPING SCREWS Sln,xa 0^�c..,xe �'f 6585 D,
OHcBoule—d45D40 USA NaVVcI'NDLOA'{D�RATIpp r`
0o TOLERANCES o.� > � .W J DP3O 11.Na SLI-710-:°.L'Ofl4j'` -0 = .z.0�7 ".1r-:T:C.»b G:np:rg Fox Y.o.5:.-70-Ad57
� `. .00 = t.015 DESCRIPTION: GALLERY 2"FUR SINGLE CAR +38/-44 PSF
t4 GA ENO NNNUS L__.A IL1T09ECIIAT IjINI�_F, 000 DRAWN 005 SY; MW DATE: 4I?f95 SCALE:
VI�,W .0000 6.00E R
DESIGN ENGINEER: �LE1I,"B« -C- Ccgrccs I1/2- _CHECKED BY: --- DATE: -- SHEET t OF SIZE L
SCOTT HAMILTON, P.E. UM-3 S!_1c0 xncrM1lu
FLORIDA I ENS N . 63286 0"�INSIONS ARE IN INCHES.DWG. I:7,: 70.•.32 .-„f,y -- - VER: ISC
4 3 2 FLORBOQ PRODUCT APPROVAL 16540
I
43. Ar
NOVELS SHORT LONG MODELS FLUSH GROOVED SHEC7+ REVISIONS
CLTIPAY GD2SU, GR2SU �C, 112LU CLS3PAY CLAS$iC 9202, HDPC20 9205, HDPR2Q 2 OF `}' REV. NO. ZONE: PATE: ECN N0. APPVD: _ DESCRIPTION
GALLERY
HOLMES AR2SU 1 HOLi4ES CLASSIC 7202: 7205 OS - - - SEE REVISION HISTORY ON SHEET ONE.
ARTISTRY
DEAL ED2SU ED2LU IDEAL CL'ASSLC',,-:8202.'I".4F'•.fTBU 8205, NFR68U .
D D
4
IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT—RESISTANT GLAZING ARE OPTIONAL OSB OR 1/8"ACYRLIC SITES AVAILABLE. OPTIONAL AC.4Y_!C GLAZING :S
IMPACT—RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE 4717H IBC/FBC
FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MRIO, 9030, 2606.
90318, 90316, 90317, 90311, 90314, 90355)OR BAYER MAKROLON GP (VERSIONS THE ENTIRE DOOR ASSEMBLY INSTALIED IN COMPLIANCE WITH THIS SECTION MEETS THE
ALSO APPROVED. SL,AR, 15), APPROVED CCI PLASTICS IN ACCORDANCE WITH IBC/FBC WIND LOAD REQUIREMENTS OF THE Ft_O cIDA BUILDING CODE OR INTERNATIONAL BUILDING
2606 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FBC 2612. CODE BUT IMES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR W;NDBORNE DEBRIS
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE REGIONS (REF. CHAPTER 16 FBC/IBC).
WIND LOAD REQU.'RELIENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING -
CODE AND 1S LARGE—AND SMALL—MISSILE IMPACT RESISTANT. SECTION B—B (NON—;MPACT RESISTANT GLAZING OPT�0.N)
C SECTION B—B LUe9PACT—RESISTANT GLAZING OPTION) I �
1 I FRONT FRAME WITH U.V. COATING ON OUTSIDE
I SURFACE. NOTE THAT STANDARD FRAME IS
INSULATED DOOR SECTION. NARROWER THAN IMPACT—RESISTANT FP4ME
1.25'
DECORATIVE FACADE. ) '
n
XT6,RIOR OF DOOR. 1 II � SELF—TAPPING SCREWS, II 7 II
INTERIOR OF DOOR. / GLAZING7. l..
MOLDED INSIDE 1188x3/4`PAN HEAD SCREW)
RETAINER. LITE RETAINER.
(12)0-18 x 1/2' ALUMINUM FRAME.•
B
SELF TAPPING SCREWS. B
1/4"THICK POLYCARBONATE - U
GLAZING. "
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAVRNG t 04432-A DRAINING 104432•B
�4itiFs rrrrr� '
O"(•( HAMA rrr G <T�rrr
viOENS
N �
•"�.. '�.,,, I:IANUFACTURING PRODUCT CODE
'0 // DESIGN LOADS: +35.0 P.S.F. 6: -44.0 PS.F. I DSiU-11-4i 1
A "9 STATE OF J1� TEST LOADS; +57.0 P.S.F. 2: -66.0 P.S.F. PART NO.: N/A
+0- O !lj uNaas swc.nmr,::c 2 010pay fi;v5 puke 8o-;Im ra f,
1® ■i WINDLOAD RATING
:ti�*�C TOLERANCES s a Tun.OH 45040 USA
rr'SC .R\• C7.O _ tcL I:a.t'V s13-170-:800 W 0-46MO DP-8
-
it 11. .,I'll %, .00= _." [DESCRIPTION GALLERY 2"5FUR7SINGLE CAR +38/-44 PSF
.DOD - =.005
DESIGN ENGINEER: DoOa= z,o01 DRAWN EtY: L;e1 _ DATE: 9/7/95 FSCALE: w7s plgG R
SCOTT HAMILTON, P.E. (•c Orce9 t 1/2' CHECKED BY: -- I DATE: -- _ ET 2 OF 4 SIZE .L�
1Nlf smug E
ORIDA LICENSE No-63286 Dn•Enso»3 aaE»i Inrri£S DWG. NO.: 10x432 — Af6 � : IBC
4 3 FUoRODA PROODUM APPROVAL 16546
4 ! 3 _41 2 t
MODELS SHORT LONG MODELS FLUSH GROOVE➢ sr+EEi:A� _ REVISONSCLUPAY _
CID2SU, G,R2SU GD2tU, G.R2LU CLOPAY CLASSIC 92D2. HDPC20 9205, HDPR20 REV, NO, ZONE: DATE: ECN NO_'AP-D:
DESCRIPTION
GALLERY - -�_^.
HD N S ARM AR2LU HOLr.ES CLASSIC 7202 7205 OS I i S£'E REVtS10N HIS:ORy ON SHEET ONE.
AR-TS T Y -------
ID AL - 2"THICK
XPR SiONS £D2SU ED2LU IDEAL ClASS1C 8202,N:FC68U 8205" MFRbBU —SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF ODOR
3"TALC 50 KSI U-BAR I
20 CA, GALV. STEEL. URETHANE CORE
DENSITY 2.4 P.C.F.
3"
VERTICAL JAMB ATTAGH�NT (WOOD FRA"£ Q,t;iLOtNG51; f-7/8" t� +
3/8"x3` LAG SCREWS (1-1/2" EMBED) ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED.
LAC,SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTIE 3
SUFFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
r Nr�12 GA, GALV. STEEL TOP
VERTICAL JAM8 ATTACHIAFNT fC-90 BLOCK OR 2 000 PGI IAIN CONCRETE M-111-V 27 GA. MINSTEEL GALVEXTERIOR ��� ROLLER BRACKET. EACH
3/8"x3"SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON 22"CENTERS (2,000 PSI MIN. , . OR SKIN BRACKET ATTACHED W/(4)
CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, WITH BAKED-ON PRIMER AND A #14x5/8` SHEET METAL
OR BAKED-ON POLYESTER PAINTED TOP COAT, SCREWS.
1/4"x3`TAPCON SCREWS (1-1/2" EMBED) ON 19" CENTERS (2,000 PSI MIN. CONCRETE) I TONGUE AND GROOVE JOINTS.
OR t0"CENTERS (C-90 BLOCK). i" O.D. WASHERS REQUIRED WITH TAPCONS_ +(I
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING 14 GA. GALV, STEEL ROLLER
SURFACE. HORIZONTAL JAMBS DO P40T TRAN5FER LOAD HINGE. EACH FASTENED TO END
OTHER JAMB CONFIG(RATIONS: REFER TO QASMA TOS-161.A LICENSED DESIGN STILES W/(4) ="14x5/8" SHEET
�,� !FETAL SCREWS AND (4) ?/4"?;3f4"
AN
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB + SELF TAPPING SCREWS
CONFIGURATIONS.
PREPARATION OF JAMBS BY OTHERS )� 3`TALL x 2O CA, GALV. STEEL r NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL U—BAR. ONE PER DOOR
OF RECORD FOR THE
BE THE RESPONSiBItiTY'Ofi THE PROFESSIONAL SECTION, EXCEPT TWO ON
BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING- BOTTOM SECTION. ATTACHED
CODES FOR THE LOADS LISTED ON THIS DRAWING. .. WITH (2) 1/4"x3/4" SELF
TAPPING SCREWS AT EACH
o HII4GE LOCATION.
L? �.
d 27 CA, STEEL GALV, HvER;OR.SKIN g
r "�+ WITH A BAKED—ON PRIMER AND A
BAKED—ON POLYESTER PAINTED TOP COAT.
K
j--
13 CA, GALV. STEEL BOTTOM BRACKET.
_
ATTACHED WITH (4) #14z5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSfON & VINYL 'WEATHERSTRIP.
HAIL)j�T���r' SE-,T}ON h_A (SIDE VIEW)
g..��GENs�}��e
*.' B 1IANurACTURING PRODUCT CODE
DSIU-1F471
b» IvJ/7R lIT ,� DESIGN LOADS: -380 P.S.F. & -44,O P,S,F.
H `91 ST .ATE OF \ �` TEST LOADS: +57,0 P.S.F: & -66.0_PS PART NO_: N/A
i f1 1!/ LIT—stotea CNnc->. n} 8525 Duke 80u10 wd WINDLQAD RATING r«
rZ a R,q.; [,'iopay ri`o.°si3`-770-45� D P 3 8
TOLERANCES a.e
.......
p � ,,
OG - s.ois DESCRIPTION: GALLERY 2` PUR7SINGLE CAR +38/-44 PSF
000 = .005
DESIGN ENGINEER= 0000- *R/2. DRAWN BY: MW DATE:9/7/95 SCALE: NTS DwG,
9 CHECKED BY: -- DATE: -- ISHEET 3 OF 4 ISIZE L
SCOTT HAMILTON, P.E. U.'eas ssmca
FLORIDA LICENSE No 63286 NENSIONS ARE IN u+aEs QVtG. NO.: 104432 — A/D VER: IBC
4 3 2 FLORODA PRODUCT�"PPROVAL 16646
i SHEET�
ODELS SHORT LONG MODELS FLU—SH rIFrlcj\lcl) REVISIONS
'LOPAY 4 OF A,
L.LERY GD2SIJ, GRZSU GD2LU, GR2LU CLOPAY CLASSIC 9-202. HDPC20 9205, HDPR20 DATE. ECN No, Ppvo: DESCRIPTION
RTJ TRY ARM HOLMES CLASSIC 7202 7205 05 REVISION HISTORY ON SHEET ONE.
QLMES
C DPAY
Y
Ci�LD A�
lFil�LE ERY
I RY
H LHES
L
ST"Y
T"Y
2471 -I
ID AL IDEAL CLASSIC 8202. W-C681.1 82D5, MFR68U
XPR "NIS ED2SU ED2LU
DI
2"TRACK Q014MURATION. DOOR COUNTERBA• LANCE SYSTIDA NFIGURATION.
HORIZONTAL TRACK
13 CA GALV STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR
JAMS WITH (3)5116-X 1-5/8-LAC SCRCwS IHEIGHT V INSTALLER(TO SUIT).
AND TO TRACK WITH(2) 1/4-RiVEM * " 7
RATION, Ix 2.6 SYP WOOD JAMEL SEE
EW-TRACK CONFIOU OPRONAL STOP MOULDING BY INSTALLER(To SUIT).
"JA&IB PREPARATION NOTE-- STEEL END STILE
ABOVE THE DOOR OPENING GOES: 85, AS ROD:SPACING HIS 30'O.C.
'-D /-Ill CA
NOT AFFECT THE WIND LOAD
RATING OF THIS DOOR,
62-t4" 2*CAM STEEL TRACK, 0"
TRACK THICKNESS:0.681-. 2-1/2"X 12 CA CAM STEEL�
to'- 119, TRACK 9Rl-'NETS FASTENED TOWOOD JAMBS Villi,5/6-X 1-5/3-
ROUND 7/16-?.D. is GA. M14 STEEL CZNTER HINGE
It- 1 4- LAC SCREWS. PUSH N6T FASTENED TO SECTION-01(4) EACH
FASTENER. 0-518'SHEET METAL SCREW-
36-±2" -2-1/2-X 12 CA CALM. I --a 13
STPEL TRACK BRACKETS, 1 --6142' 14 GA. GALV. SIMI-ROLLER HINGES FASTENED TO ENO D STILES W/1[4) EACH '14.5/8"
ATTACHED TO JAJ45 WITH (1) SHEET METAL SCm,.,-,AND(2) 114'SELF 7�*,PPINa-SCREWS PER END HINGE.
5/16-X 1-5/6-LAG SCREW PER 2'CALM,STEEL TRACK FASTENED I
TRACK BRACKET. 12 CA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4"OLk RIVETS OR 2'DIA SHORT STEM 10 l3ki, STEEL ROLLER WITH S-EEL OR NYLON TIRE.
10" (1) 1/4-X 5/8-BOLT&NUT PER
3-1/2, 15. TRACK BRACKET.
PREPARATION OF-*JABA--RY QjBWS,
LHR BRACKET(2-1/2".5-3/4'. 12GA)
ATTACHED WITH (2) 1/4'.3/4-SELF TAPPING
3-TRACK IS ALSO&YLILA%g S--is.
tsr Lo"91,LLR-Ap"A.OX-H.7�1.OPTION
(AVAIL, FOR BOTH 2-AND 3-TRACK)
'DOUBLE HORIZONTAL
TRACK.
oHA4jj4,l,,
........
3 8 MANUFACTURING PRODUCT CODE
DSIU-IF471
DESIGN LOADS: 38.0 P.S.F. & -44.0 P-S.F.
STATE: OF T�LOAQS: +57.0 S.F, & -66.0 P.S.F. - PART NO.: N/A
vmess st-d OILI-ile 8585 Dk�eMnUoUd WINDLOAD RATING
Of.4504
TOLERANCES 111113"y 513-778-4
653
F.N.513-770-4653 W6 DP38
%% ca z.015 DESCRIPTION: GALLERY 2'SPUR SINGLE CAR +38/-44 PSF
I.......Its" .000 ..005
NTS
E
Deg— 1/2' CHECKED BY: -- ATE: -- SHEET 4 OF 4 siz
DESIGN ENGINEER: ODOD tZol RRAW!�BY, MW DATE: 9/7/95 1 SCALE: NT Dl%l
SCOTT HAMILTON, P.E.I01--l' - -FLORIQA LICENSE No. 63286 ot.mEasIons ARE:N"cHEs DING. NO.: 104432 AIB VER: :BC
2 FL OREDA PROD T APPROVAL TS348o