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Product Approval Menu > Product or Application
Search > Application List > Application Detail
FL #
t
F�L15504R5
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
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
❑ 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. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
❑.i Validation Checklist - Hardcopy Received
Certificate of Independence FL15504 R5 COI Certification of Independence of Validation Entity -
Gary Pfuehler.pdf
FL15504 R5 COI Statement on Independence of Evaluation Entity_,
ScottHamilton 120424.pdf
Referenced Standard and Year (of Standard)
Standard
ANSI/DASMA 108
ANSI/DASMA 115
ASTM E1886
ASTM E1996
ASTM E330
TAS 201
TAS 202
TAS 203 1994 t; '-
'111
-I LF
yff
_
Year
2005
2005
2005
2006
2002
1994
1994
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Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Licensed Professional Engineer or Architect
FL15504 R5 Equiv 20170809 - FBC - DASMA 108 equiv.pdf
FL15504 R5 Eauiv 20170809 - FBC - DASMA 115 eguiv.odf
Method 1 Option D
08/10/2017
08/14/2017
08/16/2017
10/10/2017
FL #
Model, Number or Name
Description
15504.1
001 W3-09 DSIE-1A171: 2050,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4050, 2051, 4051, 2053, 4053, 62,
interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
62G, 62LG, 6130, 65, 65G, 6131,
WINDCODE@ W3 Garage Door
64, 64G, 6133, 135, SDP38, 136,
SFL38, 134, SRP38
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15504 R5 II 101655-Rev13-sianed.odf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: N/A
Created by Independent Third Party: No
Design Pressure: +20 PSF/-21 PSF
Evaluation Reports
Other: The OPTIONAL glazing available for this product
FL15504 R5 AE CBPC 120424-A,oddf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.2 FBC).
15504.2 002 W3-09 PAN-21`151: 84A, 94, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
73, 75, 1500, 190, 76, 76V, 411ST, WINDCODE@ W3 Garage Door
4F, 4RSF, 611ST, 6RSF, 211ST, 48,
48B, 42, 42B, 5S, 55S, GD5S,
GD5SV, GR5S,'GR5SV, AR5S,
ARSSV, EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15504 R5 II 104677-ReV00-sianed.odf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: N/A Created by Independent Third Party: No
Design Pressure: +20 PSF/-21 PSF Evaluation Reports
Other: The OPTIONAL glazing available for this product EL15504 R5 AE CBPC 120424-A.Ddf
meets the wind load requirements of the building code but Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.2 FBC).
15504.3 003 WS-16 PAN-2Fi53/6: 84A, 94, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
73, 75, 1500, 190, 76, 76V, 4RST, WINDCODEO W5 Garage Door
4F, 4RSF, 611ST, 6RSF, 211ST, 48,
48B, 42, 42B, 55, 55S, GD5S,
GD5SV, GR5S, GR5SV, AR5S,
ARSSV, EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15504 R5 II 104698-A-ReV00-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: +28 PSF/-30.5 PSF Evaluation Reports
Other: Solid doors (no glazing) or doors with optional FL15504 R5 AE CBPC 120424-A.odf
impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No
impact).
15504.4 004 W5-16 PAN-21`153: 84A, 94, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
73, 75, 1500, 190, 4RST, 4RSF, WINDCODEO W5 Garage Door
611ST, 6RSF, 48, 42, 55, 48B, 42B,
55S, GD5S, GD5SV, GR5S, GR5SV,
AR5S, ARSSV, EDSS, ED5SV
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Page 3 of 5
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15504 R5 II 104698-13-ReV00-sioned.odf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: +28 PSF/-30.5 PSF Evaluation Reports
Other: The standard glazing available -for this product FL15504 R5 AE CBPC 120424-A.12df
meets the wind load requirements of the building code but Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15504.5 005 W6-10 W-1G899: Custom I Custom Wood Single -Car (up to 10'0" wide) WINDCODE@
Reserve Collection CRDnnn, CR800, W6 Garage Door
MR800, CH900
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15504 R5 II 104700-ReV00-signed.odf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant. N/A Created by Independent Third Party: No
Design Pressure: +36.5 PSF/-40.5 PSF Evaluation Reports
Other: The OPTIONAL glazing available for this product FL15504 R5 AE CBPC 120424-A.Ddf
meets the wind load requirements of the building code but Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.2 FBC).
15504.6
006 W7-09 W-1G899: Custom
Reserve Collection CRDnnn, CR800,
�MR800,CI1900
Custom Wood Single -Car (up to 9'0" wide) WINDCODE@ W7
Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15504 R5 II 104699-Rev00-signed.pdf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: N/A
Created by Independent Third Party: No
Design Pressure: +45 PSF/-50 PSF
Evaluation Reports
Other: The OPTIONAL glazing available for this product
FL15504 R5 AE CBPC 120424-A.pdf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.2 FBC).
15504.7
07 W4-09 DSIU-1A171: 9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Double -skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE@ W4 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15504 R5 II 104947-RevOl-sioned.odf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: N/A
Created by Independent Third Party: No
Design Pressure: +25 PSF/-28 PSF
Evaluation Reports
Other: The OPTIONAL glazing available for this product
FL15504 R5 AE CBPC 120424-A.odf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.2 FBC).
15504.8
08 W4-16 DSIU-IA171: 9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Double -skin Insulated PUR (exterior skin 27 ga, min.;
interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODEO W4 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLISS04 R5 II 104704-RevOl-sianed.Ddf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: N/A
Created by Independent Third Party: No
Design Pressure: +24 PSF/-26.5 PSF
Evaluation Reports
Other: The OPTIONAL glazing available for this product
FL15504 R5 AE CBPC 120424-A.pdf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the Impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.2 FBC).
15504.9 09 W4-18 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.;
9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) 167' to 18'0" wide WINDCODEO
HDPL13, 7130, 7131, 7133, 8130, W4 Garage Door
8131, 8133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Installation Instructions
FLIS504 R5 II 104887-RevOl-signed odf
Verified By: Scott Hamilton FL PE 63286
Created by Independent Third Party: No
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Page 4 of 5
Design Pressure: +24 PSF/-26 PSF Evaluation Reports
Other: The OPTIONAL glazing available for this product FL15504 R5 AE CBPC 120424-A.odf
meets the wind load requirements of the building code but Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.2 FBC).
15504.10
10 W5-09 DSIU-IA171: 9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Double -skin Insulated Intellicorep (exterior skin 27 ga.
min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
WINDCODEp WS Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15504 R5 II 104866-B-RevO3 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: +33 PSF/-37 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL15504 R5 AE CBPC 120424-A.odf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15504.11
11 W5-16 DSIU-1A171: 9130,
Double -skin Insulated Intellicorep (exterior skin 27 ga.
9131, 9133, HDP13, HDPF13,
min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0"
HDPL13, 7130, 7131, 7133, 8130,
wide) WINDCODE@ W5 Garage Door
8131, 8133
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15504 R5 II 104723-B-RevO4 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/-32 PSF
Evaluation Reports
Other: The standard glazing available for this product
FL15504 R5 AE CBPC 120424-A.odf
meets the wind load requirements of the building code but
Created by Independent Third Party: No
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15504.12
12 W6-09 DSIE-11`171: 4400,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4401, 4300, 4301, 4310, HDG,
interior skin 27 ga, min.) Single -Car (up to 9'0" wide)
HDGL, HDGF, 66, 66G, 67, 67G,
WINDCODEp W6 Garage Door with Optional Impact-
68, SP200, SF200, SE200, 6200,
Resistant Lites
6201, 6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15504 R5 II 101526-A-Rev19-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
FL15504 R5 AE CBPC 120424-A.odf
doors with optional impact -resistant glazing are impact-
Created by Independent Third Party: No
resistant (large missile Impact).
15504.13
13 W6-09 DSIE-1F171: 4400,
Double -skin Insulated EPS (exterior skin 27 ga. min.;
4401, 4300, 4301, 4310, HDG,
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
HDGL, HDGF, 66,'66G, 67, 67G,
WINDCODE@ W6 Garage Door
68, SP200, SF200, SE200, 6200,
6201, 6203
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15504 R5 II 101526-B-Rev19-sicined.Ddf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF
Evaluation Reports
Other: Doors with standard glazing meet the wind load
FL15504 R5 AE CBPC 120424-A.1)df
requirements of the building code but DO NOT meet the
Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
15504.14
14 W8-09 PAN-21`443: GD4S,
GR4S, ED4S, AR4S
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single-
Car (up to 9'0" wide) WINDCODEO W8 Garage Door with
Optional Impact -Resistant Lites
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15504 R5 II 104121-Rev03-signed Ddf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +50 PSF/-58 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no
FL15504 R5 AE CBPC 120424-A Ddf
glazing) or doors with optional impact -resistant glazing are
Created by Independent Third Party: No
impact -resistant (large missile impact).
15504.15 15 W5-09 DSIU-IA171: 9130, Double -skin Insulated Intellicorep (exterior skin 27 ga.
9131, 9133, HDP13, HDPF13, min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W5 Garage Door
8131, 8133
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Florida Building Code Online
Page 5 of 5
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15504 R5 II 104866-A-Rev03 sioned.Ddf
Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes Created by Independent Third Party: No
Design Pressure: +33 PSF/-37 PSF Evaluation Reports
Other: Solid doors (no glazing) or doors with optional FL15504 R5 AE CBPC 120424-A.pdf
impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No
impact).
15504.16 16 WS-16 DSIU-IA171: 9130, Double -skin Insulated Intellicore@ (exterior skin 27 ga.
9131, 9133, HDP13, HDPF13, min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0"
HDPL13, 7130, 7131, 7133, 8130, wide) WINDCODEO W5 Garage Door
8131, 8133
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15504 R5 II 104723-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: +32 PSF/-32 PSF Evaluation Reports
Other: Solid doors (no glazing) or doors with optional FL15504 R5 AE CBPC 120424-A.pdf
impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No
Impact).
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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. Coovrlaht 2007-2013 State of Florida.:: Privacy 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
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emails 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 under
Chapter 455, F.S., please click here .
Product Approval Accepts:
Credit•
Safe
sectirit}ymtT7t 1CS'
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MODELS SHORT
SHEET
GALOLERY GD4S. GR4S OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS I OF 4 F
HOLMES AR4S 16-1/2"x13 SEE SECTION B-B ON SHEET 2 FOR DETAILS.
ARTISTRY GLAZING !RAY BE INSTALLED IN TOP SECTION (SHOWN) OR INTERMEDIATE
IDEAL ED4S SECTION (NOT SHOWN).
EXPRESSIONS ,
INTERMEDIATE STILE ARE ATTACHED WITH TOG-L-LOC (TOP & BOTTOS4) AND
D .RETHANE ADHESIVE (ALONG CENTER,). (1) BETWEEN EACH EA!BOSS.
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OPTIONAL OUTSIDE KEYED _ A
LOCK POSITION
MAX. DOOR 'WIDTH = 9'-0'
DOOR HEIGHT OF
SECTIONS
N- UP TO- 6'0' 3
�8 6'3' TO 8'0' 4
8'3' TO 10'0' 5
10'3- TO 14.0' 6
12'3TO 14'0' 7
01
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09 STATE OF
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63285
4
1 VIEW "s"
ot
—VIEW "C"
TWO POINT LOCKING
INTO TRACK.
SLIDE BOLT LOCK
END ENGAGES INTO
STILE. W VERTICAL TRACK.
ONE LOCI( ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT END
LOCK OPTION. f STILE.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK. 1
ONE SNAP .LATCH ON OUTSIDE
EACH SIDE OF DOOR. HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OUTSIDE OF DOOR.
KEYED END OUTSIDE KFYEO LOCK WITHHANDLE. STILE. LOCK BAR LOCKING.
114510E HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION_
3
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA
BUILDING CODE OR THE INTER.NA110NAL BUILDING CODE (BASED ON
ASCE7-10) FOR THE FOLLOWING CONDITIONS: i) ENCLOSED
BUILDING, 2) DOOR HAS 2- OF lt7DTH IN BUILDING'S END ZONE. 3)
ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH
ANSVo ASMA 108. SITE -SPECIFIC CALCULATIONS BY A OUAUFIED
DESIGN PROFESSIONAL MAY DIFFER.
ULTIMATE VINB !75 .0I90 200 ;2..SPEED (MPH)
EXPOSURE CATEGORY B, C. D 81 C, 0 B. C
MEAN ROOF HEIGHTI 25' 15' 25'
VA
REVISIOAIS
CORRECTED TEST LOAD.
pit
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MAX. DOOR WIDTH = 9'-0- — —I
R14x5/8" SHEET
METAL SCREWS
O tt,
SELF
�Vj�,4-x3/4"
P114G SCREWSO�y
14 GA. FND HING S 18 GA. INTERMEDIATE HINGE
VIEW "B" VIEW
C
i
PAN-ZF443
DESIGN LOADS: +50.D P.S.F. & -58.0 P.S.F.
TEST LOADS: +75.0 P.S.F. & -87.0 P.S.F.
PART NO.: N/A
Umess Stored OteeMsse
8585ADouffke
WINOLOAD RATING
n
!-:
TOLERANCES ero
s,d
mC1 . 465oouaoe
WO DP5 0
.0 i.037
Nlsols Cppaouy
.00 = ±.015
DESCRIPTION: GALLERY 2" PAN SINGLE CAR +50/-58 PSF
.000 = ±.005
.woo = ±.001
DRAWN BY: 6FA
DATE: 7/8/08
SCALE: NTS
DV,rG. R
Degrees = i 1/2'
CHECKED BY: --
DATE: --
SHEET 1 OF 4
SIZE J
unless Staten Olnerwlze
OII.Iri510N5 FIRE IN IkCHES.
Dt'fG. NO.: 104121
1 VER: IBC
2 FLORODQ PRODUCT MCA U' APFROVAL M04
4
� z
1
MODELS
SHORT
SHEET:
REVISIONS
OPAY LERY
GD4S, GR4S
2 OF 4GALREV. NO. ZONE: DATE:
ECN NO_ APPVO: DESCRIPTION
HOLN z
AR4S
03 - -
- - SEE REVISION HISTORY ON SHEET ONE.
ARTISTRY
IDEAL
ED4S
-
EXPRESSIONS
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL II.!PACT—RESISTANT GLAZING ARE
D
IMPACT —RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
rl
FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MRIO, 9030,
90318, 90316. 90317, 90311. 9014, 90355) OR BAYER MAKROLON GP (VERSIONS
ALSO APPROVED: SL, AR, 15), APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FBC
2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612.
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE '
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE— AND SMALL —MISSILE IMPACT RESISTANT.
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION)
EXTERIOR
OF DOOR.
STEEL PAN DOOR —�'"'\
SECTION.
\ INTERIOR
OF DOOR.
C
STRUCTURAL
ADHESIVE.
PACADECOR
ETIVE
///'''"""(12) 0-18 x 1/2"
/ SCREWS. PPIIJG
. W\,\—
SCRE1'i5.RUDED PLASTIC RETAINER.
AIINU.LI FRAME.
(8) F8-18 x 1/2" TEK SCREWS.
1/4" THICK POLYCARBONATE
GLAZING.
m1
9% STAB t
T
�i0
��s"GpR1i
�"4S+0NAu
DESIGN ENGINEER:
SCOTT HAMILTON, F.E.
FLORIDA LICENSE No. 63286
4
PAN-2F443
DESIGN LOADS: +50.0 P.S.F. & —58.0 P.S.F.
TEST LOADS: +75.0 P.S.F. Bt —87.0 P.S.F.
NO.: N A
PART /
U.— Stated Otnerv.-
TOLERANCES are
.0 -.037
C��pay 8535 Duke Boulevard
Tel. ii, OH 45040 USA
Bv1d_�1 PrcdvAs Tnnpac7 Far Pl.. 513-770-4853
WINDLOA➢ RATING
�_ f Q P 5 0
A
.eo t.D15
.000 = t.005
.Co00 = t.001
DESCRIPTION: GALLERY 2" PAN SINGLE CAR +50/-58 PSF
DRAWN BY: 8FA DATE: 7/8/08 SCALE: NTS
DWG.
Degrees = t 1/2'
CHECKED BY. -- DATE: -- SHEET 2 OF 4
SIZE iJ
Untess stated otnendse
DWENSIONS ARE IN 1NLNE5.
DWG. NO.: 104121 IVER: IBC
2 G�Oo G3�DQ pGL�Co� oDMC�� nf�l��co)N7nf� � ����
0
4
MODELS SHORT
CLDPAY GD4S, GR4S
GALLERY
HULNES AR4S
ARTISTRY
LOEAL EDSS
EXPR I D14
A
C
L.]
AI
3
SHEET:
3 OF 4 REV. id0.
03
(TOP) JAMS
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
%HORIZONTAL
(NO LOAD' FROM DOOR)
VOTES:
I
7. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK 7O
THE 2XG VERTICAL SYP (GRADE J2 OR BETTER) JAMBS. CIO LOAD FROM THE DOOR IS
TRANSFERRED TO 714E HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JWAB SEES A MAXIMUM DESIGN LOAD OF +225 LB &' -261 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JW.I8 FASTEE14ERS MAY BE (BUT ARE NOT REQUIRED 70 BE) COUNTERSUNK TO PROVIDE A
FASTENER
FLUSH MOUNTING SURFACE
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 MASOTI.RY,
1,14x.
O.C.1
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 IN ACCORDANCE WITH CURRENT BUILDING
CODES FOR THE LOADS LISTED ON THIS DRAWING.
2.6 VERTICAL JA!JB 1
2.6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
I—T — RC N[Lr1 —R ATTA!`M—MT r1G TRACK Acre T — VFRTI— .ILIARC OR CIIPPDRTIMC' CTRIICTIIRFI
BUILDING TYPE
FASTENER TYPE - - - -
MAXIMUM
ON-CEI4TER
DISTANCE.
BETWEEN
FASTENERS'
STEEL
WASHERS
REQUIRED?
HOLLOW CMU BLOCK WA
14" x 1-1 4" MIN. EMBED ULTRACON CONCRETE ANCHOR
17-1 4"
1" O.D.
GROUT -FILLED CMU B. K
1 4 x 1-3 4" MIN, E11'dED ULTRACON CONCRETE ANCHOR
12'
ZOOD PSI MIN. CONCRETE
1 4 z 1 !,1!N. EMBED ULTRiC0 CONCRETE ANCHOR
10-1 2'
1" O.D.
2000 PSI MIN. CONCRETE
1 4" z 1" IAN. EM6E0 TAPLON COIv'CRETE ANCHOR
8-3/4`
t" O.D.
1000 PSI 11N CONCRETE
3 B x i-3 4" 111N. EMBED WWEJ-IT ANKR TITE SLEEVE ANCHOR
-1 4"
ITC UDED
0000 SI LiR.. NCR i[
3/8" X 1-3 4" MIN. L4 - Wy J-IT ANK TIT V ANCHOR
INC UD O
1V F .V P S'11
z 3" !A W ATM A307 GRADE A) 1-5 8" EMBED INTO STRUCTURE
24"
FIRST (BOTTOIA) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXRJUIJ ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAIAB ATTACHMENT FASTENERS.
MINOAUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2 EXCLUDING STUCCO THICKNESS.
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
4
24 GA. LAIN. STEEL GALV. SKIN
WITH A BAKED ON PRIMER,
AND A BAKED —ON POLYESTER,
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
SHIP LAP JOINTS
REVISIONS
ID: I DESCRIPTION
I SEE REVISION HISTORY ON SHEET ONE.
2" THICK
3" TALL 50 KSI U—BAR
20 GA. GALV. STEEL.
i-_ 1 3
'1 T
1_7/1
(2) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2" x 5-3/8"). EACH
BRACKET ATTACHED W/(4) #14x5/8" SHEET
METAL SCREWS.
74 GA. GALV. ROLLER HINGE_ EACH HINGE
FASTENED TO END STILES WITH (4)
f14x5/8" SHEET METAL AND (4) 1/4`x3/4"
SELF TAPPING SCREWS. SEE VIEW "B".
3" TALL c 20 GA. GALV. STEEL U-BAR, EACH
SECTION HAS (2) U-BARS, AND EVERY OTHER
24" SECTION (STARTING WITH LOWEST 24"
SECTION) HAS (3) U-BARS. EACH U-BAR
ATTACHED WITH 1/4" SELF TAPPING SCREWS. (2)
SCREWS AT EACH END AND INTERMEDIATE STILE
LOCAT10t`i.
WITH
GA. GALV. STEEL TC61 BRACKET. ATTACHED
Vv7TH (2) n74x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL
WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
I�
C
m
FAN-2F443
DESIGN LOADS: +50.0 P.S.F. & -58.0 PS:F.
TEST LOADS: +75.0 P.S.F. & -87.0 P.S.F. PART h0: tJ/A
A
8585 Duke BwlemId VINDLOAD RATING
UM... SSot4d Olh—;- _ 1IOp
TOLERANCES— Id. 513Q 770-4800
Uy nti.
w g D P 5 0
.0 = t.031 &AilAiA7 PrfAh:as Ewrmy Fa: ff. 513-77D-4B53
.OD = t.015 DESCRIPTION: GALLERY 2" PAN SINGLE CAR t50/-58 PSF
.000 = i.005
.0000 - 1.001 DRAWN BY: BFA DATE: 7/8/08 SCALE: NTS p'MG. R
Degrees = = t/2 CHECKED BY. -- DATE: ISHEET 3 OF 4 SIZE JJ
Umess S1R1ed Oteer«Ise
IM DENSIONS ARE 114 INCHES. DING. NO.: 104121 VER: IBC
3 2 MOO QOO& p R ODD MC T QpaOR OOV A L 15504
A 3
MODELS SHORT SHEET:
CLOPAY GD4S, GR4S 4OF 4 REV.
GALLERY
HDLMES 03
ARTISTRY AR4S
IDEAL ED4S
EXPRESSIONS
D
DOOR COUNTERBALANCE SYSTEM
2" TRACK CONFIGURATION.
�—
HORIZONTAL TRACK
.:"
13 CA GALV. STEEL FLAG BRACKET ATTACHED TO
DOOR SUPPORT BY DOOR
JAMB VATH (3) 5/JZ- X t-5/B" LAG SCREWS
HEIGHT '"L^ INSTALLER (TO SUIT).
AND TO TRACK VATH (2) 1/4- RIVETS.
6'-6" 70-
7-0" 7 "
NOSE TRACK CONFIGURATION
7•-6" 2"
ABOVE THE DOOR OPENING DOES
m
r
AS ROD: SPACING NTE 30- O.C.
NOT AFFECT THE VANO LOAD
-
8'-6- w
RATING OF THIS DOOR.
0
9'-O" 700"
62"+4" 2" GALV. STEEL TRACK,
11 y'
TRACK THICKNESS: 0.60-.
10'-0"
10-6" 1 "
u
I1'-O- 1 4"
130" 2
=
36"t2" TYP. 2-1/2" % 12 GA GALV.
12'-0" 1 6^
l..
U
z
STEEL TRACK BRACKETS,
12-6- i4 AT
AI
3" TRACK IS ALSO AVAILABLE.
T HAQ14 f e,
* N63 /
9 : STATE O : IV Z
i�i�,'SIONA i Eft+,
DESIGN ENGINEER:
SCOTT HAMILTON. P.E.
FLORIDA LICENSE No. 63286
4
3
2
REVISIONS
DATE: ECN NO. APPVD: DESCRIPTION
- - I SEE REVISION HISTORY ON SHEET ONE.
D
JAMB CONFIGURATION.
TA
PAN-2F4'43
DESIGN LOADS: +50.0 P.S.F. & -58.0 P.S"F.
TEST LOADS: +75.0 P.S.F. 3c -87.0 P.S.F..
PART NO.: N A
/
Umess Slated Otherwlsa
Duke BoN^,d.d
WINDLOAD RATINGTOLERANCESOre
Qpa�8585
Tel. 1m. s13a7o-4BOD
,10 DP50
8.0
= t.031
s com;mj Fox Rd. 513-770-4853
n.00
}.QO
ON: GALLERY 2` PAN SINGLE CAR +50/-58 PSF
EDRAM�N
DD
.0000 = _.001
Y: BFA
DATE: 7/8/08
SCALE: NTSDave"Degrees
= tt/2'
BY: --
DATE: --
SHEET 4 OF 4
SIZE B
DIMENSIOUlfess NS ARE IN INCHES.
DWG. NO.: 104121
VER: 18C
2 G LOO RMA p(UFRIOO DD MCAT APPROVAL VAL 15504