HomeMy WebLinkAboutProduct Approval (3) 2/6/2020 Florida Building Code Online
t=lea r 3r• - `n �-u elf.=_
�yy ., rte- �qa►y
EEE —
BCIS Home Login User Registration Hot Topics j Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map Links Search
Florida
r Ij- n'�'
-::.)Product Approval
!u'x. USER:Public User
� I
P-roduct Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16546-R11
--- --- -- Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Bbd:
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 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 FL16546 R11 COI Certification of Independence of Validation EntjEyz
Gary Pfuehler 2016-02-19.pdf
FL16546 R11 COI Statement on Independence of Evaluation Entity_
ScottHanblton_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 RSI Equiv 20170809- FBC- DASMA 115 equiv.pd
https:/Ammtvfloridabuilding.org/pr/pr app t.aspx?param=wGEVXQvADgvgqu2w%2bnFgUMAguiPm2FMmFN,BgsvYdca%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 ( Page 1/4 O '
i
FL# Model,Number or Name Description
16546.1 01 WS-16-HY PAN-2F153/6: 73, 1500, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide).
75,76, 190,84A 94,42,4213,48,486, WINDCODE®W5 Garage Door
55,4F,4RST, 6RST,4RSF,6RSF, GD5S,
GD5SV GR5S,GR5SV AR5S,AR5SV,
EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R11 H 101922-A-Rev15.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.odf
resistant glazing are impact-resistant (large missile impact). Created by Independent Third Party: No
16546.2 02 W5-16-HY PAN-21`153/6: 73, 1500, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'0"wide)
75, 76, 190,84A,94,42,42B, 48,486, WINDCODE@ W5 Garage Door
55,41`,4RST, 6RST,4RSF, 6RSF,GD5S,
GD5SV,GR5S,GR5SV,ARSS,ARSSV,
EDSS, EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R11 lI 10t922-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.odf
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.
16546.3 03 W8-16 PAN-21`443: 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-RevO5.pdf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes ,- Created by Independent Third Party: No
Design Pressure: +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,94,42,42B,.48,4813, 55, WINDCODE®W6 Garage Door with Optional Impact-Resistant Utes
4RST, 6RST,4RSF,6RSF, GD5S, GD5SV,
GR5S, GR5SV,AR5S,AR5SV EDSS,
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_uIQ: 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-217153: 73, 1500, 75, Steel Pan(min. 25 ga.) Double-Car(92"to 162"wide)
_. 190, 84A,94,42,48, 55,4RST, 6RST, WINDCODE@ W6 Garage Door
4RSF, 6RSF, GD5S,GD5SV, GR5S,
GR5SV,ARSS,AR5SV, EDSS, ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R11 II 104710-13-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:+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:/MANw.floridabuilding.org/pr/pr app dtl.aspx?pararrr-wGEVXQvvtDq\,gqu2v,P/o2bnFgUMAguiPw2FMmFvBgsvYdca%2fzGZWeCAmK5Q°/`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)
WINDCODE@ 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-21`156: 76, 2RST (Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'2"wide)
WINDCODE®W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 H 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.
f
116546.8 08 W5-16 PANSP-21`153/6: 73SP, 15SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
GD5SSP,GD5SSPV,76SP, 76VSP WINDCODE@ W5 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104818-A-Rev01-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.odf
resistant glazing are impact-resistant (large missile impact). Created by Independent Third Party: No
16546.9 09 W5-16 PANSP-21`153/6: 73SP, 15SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide)
GD5SSP,GD5SSPV, 76SP, 76VSP WINDCODE®W5 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16546 R11 II 104818-B-RevOI-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 Evaluation Reports
-Other: Max.Wind Speed(V_ult): 170 MPH. Solid doors(no FL16546 R11 AE CBPC 131211-A.odf
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. n-n.)Single-Car(up to 9'0"wide)WINDCODEO 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 R11 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-11`471: 6D2SU,GR25U, Double-skin Insulated _n 11 (exterior skin 27 ga. min.; interior
GD2W, GR2LU, AR2SU,AR2LU, ED2SU, skin 27 ga, min.)Single-Car(up to 9'0"wide)WINDCODE®W6
ED2111,9202, HDPC20, 7202,8202, Garage Door with Optional Impact-Resistant Lites
MFC68U,9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R11 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://wuwv.floridabuilding.org/pr/pr app dtl.aspC?param=N,GEVXQwtDq%gqu2w%2bnFgUMAgu[PuA/LFMmF\tBgsvYdca%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
GD2LU, GR2LU,AR2SU,AR21-1.1, ED2SU, skin 27 ga. m1n.) Single-Car(up to 97 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 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 R11 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.
16546.14 14 W6-16 DSIU-1F471: GD2SU,GR2S1J, Double-skin Insulated Intellicore (exterior skin 27 ga, min.; Interior
GD2W,GR2LU, AR2S1J,AR2LU, ED2SU, 'skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)WINDCODEO W6 G
ED2LU,9202, HDPC20, 7202, 8202, I Garage Door
MFC68U, 9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 P.11 Ii 104820-.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
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors(no FLi6546 R11 AE CBPC 141219-B.pdf
glazing) or doors with optional impact-resistant glazing are impact- I Created by Independent Third Party: No
resistant(large missile impact).
16546.15 15 W6-16 DSIU-1F471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2LU,GR2LU, AR2SU,AR2LU, ED2SU, skin 27 ga. min.) Double-Car(97"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 R11 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 R11 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
GD2LP, GR21_P,AR2SP,AR2LP, 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)or doors with optional 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
GD21_P,GR2LP,AR2SP,AR2LP, 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 R11 II 104810-13-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 R11 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-11`471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga, min.; Interior
GD2LU,.GR2LU, AR291.1,AR2W, ED2SU, skin 27 ga. min.) Double-Car(16'4"to 18'2"wide)WINDCODEO 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 RI1 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 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).
16546.19 19 W6-18 DSIU-1F471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; Interior
https://wvwvfloridabuilding.org/pr/pr app Od.aspx?param=v,GEVXQvvtDgvgqu2w%2bnFgUMAguiPw2FMmFvBgsvYdca%2fzGZWcCAmK5Q%3d%3d 4/5
2(6/2020 Florida Building Code Online
GD2111, GR2LU,AR2SU,AR2LU, ED2SU, skin 27 ga, min.) Double-Car(16'4"to 18'2"wide)WINDCODEO 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 R11 11 104821-13-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 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
16546.20 20 W8-09 DSIU-1F471: GD2SU,GR2SU, Double-skin Insulated Intellicore(exterior skin 27 ga. min.; interior
GD2LU,GR2LU, AR2SU,AR21-1 ED25U, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODEO W8
ED2LU,9202, HDPC20, 7202,8202, Garage Door with Optional Impact-Resistant Lites
MFC681J,9205, HDPR20, 7205, 8205,
MFR68U
Limits of Use Installation Instructions i
Approved for use in HVHZ:Yes FL16546 R11 II 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
Design Pressure:+54 PSF/-60 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).
Go to Page rtv Page 1/4
Back Next
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyyht 2007-2013 State of Florida.::Prfvacv 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 mail.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 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
under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
®.''t I;_� eCte k
Credit Card
Safe
https:/tmm.floridabuilding.org/pr/pr app dtl.aspx?pararn=wGEVXQwtDqvgqu2w%2bnFgUMAgulPv2FMmFvBgsVYdca%2fzGZWcCAmK5Q%3d%3d 5/5
.i
q' 3..
MODELS SHORT LONG MODELS FLUSH GROOVED SHCCT, REVISIONS -
CLOPAYGALLE6D2SU, GR2SU GI12LU,•GR2LU ' CLOPAY CLASSIC '9202,HDPC20 9205, HDPR20 I OF 4 REV. NO., ZONE: DATE: ECN MO. APPVO: DESCRIPTION
HD MLS 112/26/141 IEDMENT TO FASTENETIS.
ART TR ARM AR2LU, HOLMES CLASSIC, 7202 7205 _
I AL ED2SU ED2LU !DEAL CLASSIC 8202, MFC68U 8205, MFR68U
XP F,BIONS '.
D OPTIONAL GLAZING MAY BE STANDARD (DS8 OR BETTER)
OR IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE
(OLD) IS 38-1/2"x13". GLAZING MAY BE SHORT-PANEL
(SHOWN) OR LONG-PANEL (NOT SHOWN). SEE SECTION
B-8 ON SHEET 2 FOR DETAILS.
GLAZING LtAY BE INSTALLED IN TOP SECTION (SHOWN) OR
INTERMEDIATE SECTION (NOT SHOWN)_
--1►A
N OF
DOOR HEIGHT SECTIONS OF U-BARS
,
UP TO 6'0' 3 4 D HINGE
VIEW SEE END
6'3^ TO 8'0` 4. 5B.
TG 10'0•' 5 6
10'3^ TO 12'0' 6 7
12'3' TO 14'0' 7 ---
SEE 1R7ERIaED. HINGE
14"3' TD'16'0" 8
+ VIEW C. 1 �'
+
FIA% SECTIDM HEIGHT 24' t2� �`___-- _,G iL - +,
-Y-T-�-=_"_-=-•t-r-�-^-___,t-g;-.•^"�"-•^ SLIDE BOLT LOCK
ENGAGES INTO
_ II iI li 1 ;t - END VERTICAL TRACK.
N s i =i i;, s�i __ _ 'i t' ;i STILE. ONE LOCK ON
0
t------ L--------- �------ --' i� -1 TWO POINT LOCKING -`��E,".CH s1De OF
oI ----- T ---�- INTO TRACK DOOR.
THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE
ULTIMATE WAD SPEEDS LISTED iBELOW ACCDR0114G TO THE FLOMDA
BUILD!NG CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON
ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED 1 i I �' INIO ,SI I E 8Ol.T
BUILDING,2)DOOR HAS 2'OF40iH i:+BUILMNG'S END ZONE,3) r�_______1 �' 'I I I 'I I I ______1 I SNAP LATCH ENGAGES LO_C, ,?j14�,
ANY ROOF SLOPE,AND 4)TESTING W ACCORDANCE WITH _ _- --- - 1 t ------=d�=t-- --- �- ONTO VERTICAL TRACK. D
ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED ONE SNAP LATCH ON STILE.
DESIGN PROFESSIC.YAL MAY DIFFER. L- EACH SIDE OF ODOR.
B OPTIONAL OUTSIDE KEYED -—11►A
ULTIlIaTE WINO LOCK POSITION
SPEED(RPH3 -t55 i ISO i7Q 780 195'
MAX. DOOR WIDTH = D'-O" OUTSIDE >�z�
EXPOSURE ! HANDLE. LOCK BAR
B,C,D ?a,C. D H.C a,CHB, END ENGAGESINCATEGORY OUTSIDESHORT PANEL SHOWN KEYEDI„x t�ti STILE. TRACK ONNEAR ROOF KEIGHT 25' IS' 25' is' HANDLE. t EACH SIDE
INSIDE H.ANME OF GOOK.
OUj,•",r7F IC y 'Z,LC K t,�+ITH OUTSIDE KEYED LOCK WITH
c`dAH LOCK OPTf� t OCK BAR LOCKING.
i
#14x5/8• SHEET
146 6METAL SCREWS MANUFACTURING FROHUC'T CODE
36 : '
*' DSIU-IF'471
NDESIGN LOAD: -38.0 P.S.F. 2c -44.0 P.S.
o TEST LOADS' +57.0S.F.P. & -66.0 P.S.F. PART NO.: N/A
STATE OF .fit: 1/4"x3/4" SELF Un;e;a slmae Cr-xt.�'sc 8585 D¢ka 8;.•lea�re A
i-O' <l/"`• TAPPING SCREWS m ula(pay To. N,OH a50�0 OSA WI:+➢LOAD RATIt+""
° yyo TOLERANCES¢1 F..Nu s17-T7a-as a JW6 D P 3 8
` 3 .0 = !•.031 .7 P+1X:5 Cst.� F¢x Mb.SIS-770-;�4T
����iSI�NAiI ?+`�' ° e000= .015 s D5 DESCRIPTION: GALLERY 2`PUR SINGLE CAR +38/-44 PSF
14 GA. EN'D RING 18 GA, INTERMEDIATE HINGE .CDDO x.CO) DRAWN BY: MV DATE:0/7f95 SCALE: NTS Q'�G,R
DESIGN ENGINEER' 1 '+ " " Yid'+ Oc5rce¢ = m 1/2• CHECKED BY: -- IDATE: -- ISiZE JJ
SCOTT HAMILTON.P.E. UAI-51.4a
FLORIDA LICENSE MP, 6 286 _ 9:4ttyoNS-RE L4 I:xHIc, l.'al• 1i:�: iD�,3? - A/S �VER: IBC
4 3 2 CSLo.GAO®Q PRODUCT T APPROVAL 16546
NOP.ELS SHORT LONG MODELS FLUSH GROOVED "SHEET, _ REVISIONS
CLOPAALLEY G02SU,GR2SU GA2LU, GR2LU CL,Fi?AY CLASSIC 9202, HDPC20 9205, H0PR20 OF `�' REV. N0. ZONE: PATE: ECN NO. APPVD: _ DESCRIPTION
GALLERY _
H LM 05 - - - SEE REVISION HISTORY ON SHEET ONE.
ART STR AR2SU ARELU HOLNES CLASSIC 72021 7205 - - -----
IDEAL E➢2SU ED2LU IDEAL"CLASSIC '8202,a C B1/ 8205, MFR6I3U
D D
1 .
IMPACT—RESISTANT COI?-STRUCI70i-I: STANDARD ASSEMBLY COItiSTRUCTIOM-
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL tUPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/0-ACYRLIC UTES AVAILABLE. OPTIONAL ACRYLIC GWI14G :S
IMPACT-RESISTANT, OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH ABC/FBC
FRONT FRAME AND SAB:C tP LEXAN 9034 (VERSIONS ALSO APPROVED: MRID• 9030, 2506.
90318, 90316, 90317,'90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
ALSO APPROVED: SL,AR, 15). APPROVED CCI PLASTICS IN ACCORDANCE WITH 18C/FBC WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING
2606 AND AN APPROVED C.1 PLASTIC IN ACCORDANCE WITH FBC 2612. CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE REGIONS (REF. CHAPTER 16 FBC/IBC).
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE Mt0 IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. SECTION B—B NON—JMPACT RESISTANT GLAZING OPTION),
C SECTION B-B (11APACT—RESISTANT GLAZING OPTION)
FRONT FRAME WITH U.V. COATING ON OUTSIDE I
1 SURFACE, NOTE THAT STANDARD FRAM_ IS
INSULATED DOOR SECTION. I NARRC4.$R THAN IMIPACT-RESISTANT FRAME.
I--1-1.2Y
DECORATIVE FACADE-�
-- S `
EXTERIOR OF DOOR. (12) #'8-18 x 1/2" I1 �II
SELF-TAPPING SCREWS.
1:75"
INTERIOR OF DOOR.. GLAZING.
MOLDED INS10E 38x3/4•PAN HEAD SCREW.
_ RETAINER. LITE RETAINER.
(12) B'8-18 x 1/2" ALUMINUM FRAME.
B SELF-TAPPING SCREWS.
1/4"THICK POLYCARECNATE
GLAZING.
IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAVANG 104432-A DRAVANG 104432-5
1 rr r
20(CE......
.`
5 .- `� :'1'
IO
P�B c #$ f"AN1FAC7URING PRODUCT CODE
DSfu-IF47I
DESIGN LOADS: +38.0 P.S.F. & -44-0 P.S.F.A
TEST LOADS: +57.0 P.S.F. & -660 P.S.F. PART N0. N/A
-
i umess VW
o:r...:ac Glapay 8585 Duke Eoul�rard - VINDLOAD RATING
TOLERANCES..z j x-x-.oR 15040 usa ` , ,
+J�S• 'R 1 �„>,�, .0 {.031 I TtJFn Ffuh,'IS C:.rX-"y _Fax_hY Sia-Tio-a;'si W 6 D P'8
=•015 DESCRIPTION: GALLERY 2-PUR SINGLE CAR +38/-4.; PSF
.000 =.005
DESIGN ENGINEER; ca00 = s.001 DRAWN BY: M1% DATE: 9/7/95 SCALE: NTS D1yG.T�
De glees t 1/2' CHECKED BY: -- DATE; -- SHEET 2 OF 4 SIZE LJ
SCOTT HAMILTON, P.E. o aci+�ois aRe ai�vcxES,D4YG. NO.: 104432 - A16 VER:IBC
FLORIDA LICENSE No. 6 28
4 2 (�[ DGROD -\ PRODUCT APPROVAL X16546
4 3 -4, 2 1
MODELS SHORT LONG MODELS FLUSH GROOVED SHEET- _ REViS_IONS
CLOPAY GD25U, GR2SU GA2CU, GR2LU CLOPAY CLASSIC 9202, HDPC20 4205, HDPR20 OF 4 REV• NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
GALLERY .— __
ARTIST 202 05 1 SEE REVISION HISTORY ON SHEET ONE.
ARTISTRY AR2SU AR2LU HOLMES CLASSIC 7202 7205 ----
D AL ED2SU ED2LU IDEAL CLASSIC 8202, MFCGSU $205, MFR68U —{ 2"THICK
.XPR SST NS II r__SILICONE FILLED CHANNEL SEPARATES
rFRONT AND SACK SKIN OF DOOR tt''••��
Q 3"TALL 50 KSI U—BAR L1
20 GA. GALV. STEEL. URETHANE CORE
DENSITY 2.4 P.C.F.
3"
V,FRTICAt JAMB ATTA HK T fW000 FRA- 8t,,;I�DING51;3f8"x3" LAG SCREWS (t-1/2" EMBED) ON 24'CENTERS. 1-1/8" D.O. WASHER REQUIRED.
i LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REOUIRED) TO PROVIDE A FLUSH MOUNTING
SURA CE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. -+�12 G.A. GALV. STEEL 70P
YERACAL JAMB ATTACHMENT (C 90 BLOCK OR 2,000 PSI RAIN C.()1�CRFTF 9 11 I IIAUI: ROLLER BRACKET. EACH
27 GA. AJN. STEEL GALV. EXTERIOR SKIN BRACKET ATTACHED IV
11` x3" SLEEVE ANCHOR BOLTS (1-1/2" EMBED) ON' 22" CENTERS (2.000 PSI MIN. /(4)
WITH ESTSAKE PAI PRIMER TO AND;. "14x5(8" St+EET METAL
CONCRETE). WASHERS INCLUDED YJITH SLEEVE ANCHORS. EAK£D-ON POLYESTER PAINTED TOP COAT.
OR � SCREWS.
114'x3"UPCON SCREWS (1-I/2" EMBED) ON 19"CENTERS (2,000 PSI MIN. CONCRETE) TONGUE AND GROOVE JOINTS.
OR 10" CENTERS (C-90 BLOCK). 1" O.D. WASHERS REQUIRED 1VITH TAPCONS-
ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING �fr- 14 GA. CALV. STEEL ROLLER
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. HINGE. EACH FASTENED TO END
snLEs :tJ(4} F14xsJB" s,eE
OTHER JAMB CONFIGURATIONS REFER TO DASMA TDS-161. A LICENSED DESIGN ].:ETRE SV/(4)
AND (8- :/-;"X3/4-
CONFIGURATIONS.
/q"X 3/q"
PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMS ' SELF TAPPING SCREWS
(
CONFIGURATIONS. J i
PREPARATION OF JAMBS BY OTHERS
r' �3"TALL x 20 GA. GAtV. STEEL
DQIE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL U-BAR. ONE PER DOOR
BE TN P i•E RES DNSi$L1TY OF THE.PRO ESSiONA EF L O RECORD FOR THE SECTION, EXCEPT ANO ON
BUILDING Oft STRUCTURE AND IN ACCORDANCE WITH CURRENT EIUILDING BOTTOIdSEC71pN. AT'ACHEO
CODES FOR TH£ LOADS LISTED ON THIS DRAWING. VTH (2) 1/4'x3/4" SELF
TAPPING SCREWS AT EACH
WINCE LOCATION.
p '
27 GA. STEEL GALV. INTEa:40R SKIN
~�+ WITH A BAKED-ON PRIMER AND A
t BAKED-ON POLYESTER PAINTED TOP COAT.
13 GA. GALL+, STEEL BOTTOM BRACKET.
ATTACHED WITH (4) ',#14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
HA4114"iSE TIQN A—A SIDE MEW)
6 N,9'-
18"1
� ^.• M"'JFACTURING PRODUCT CODE
*' DSIU–IF471
.O �y 1R / DESIGN LOADS: x38.0 P,S.F. & —44.0 P.S.F.
1 l PART NO.: N/A
STATE QF SCI TES LOAD -r 57 P.S F, dl —66,0 p,S.F. (�
i ZO,• jL+ Ln'tss Strom Mhrw.tt �'���� 85f15 Dt:kf�?'•a::r7 VINDLOAD RAtINS
%"'r'•F( 4 P:,`?��� TOLERANCES arc U1.Nl 51 4504D USA ` , D
Tel.Na.513-77'�4BCQ yl/
NO��, .00 - t.015 DESCRIPTION:*031 Ii-7-73c GALLERY 2'PVRSINGLE CAR +38/-44 PSF
.000 = :t.005
DESIGN ENGINEER: ocoo = t.rat DRAWN BY: MWDAT£:9/7/95 SCALE: NTS OWG.
Degrees tI/T CHECKED BY: --OAT E: -- SHEET 3 OF 4 SIZE 1J
SCOTT HAMILTON, P.E. Ue n SI."d^t
DA
FLORILICENS No, 63286 C.EI.F_WHS ARE w MCHEs. D% NO.: 10•:432 — A/B VER: IBC
4 3 2 FLoaoaA p 0DUC T a�p�o�a� �SE-46
MODELS SHORT LONG MODELS FLUSH GROOVED sH Ei' � REVISIONS
CLOPAALLEY GD2SU, GR2SU GDZLU, GR2LU CLOPAY CLASSIC' 9202, HDPC-a 9205, HDP 20 4 OF 4 REV. NO. ZONE: DATE: ECN NO, APPVD: _ �� DESCR3P714I,;
GALLERY _
SEE REVISION HISTORY ON SHEET ONE.
AR I I1TRY ARRSU .AR2W Y.OLI4£S CLASS)C 7202 7205 05 - - - - ---_—,•-
IDEAS- ED2SU EDZLU IDEAL CLASSIC 8202, N.FC6BU 8205, HFR68U
F� R- NS
V
Y, M
�,"TRACK ['ANFICURA710N DOOR COUNTERBALANCE SYSTEM �1A(7iB COFCG_ i N.
`+�•' HORIZONTAL TRACK
.4 13 GA CAW.STEEL FLAG BRACKET ATTACHED TO 0009 SUPPORT BY DOOR
JAMS WITH (3)5/16"X 1-5/8"LAG.SCREWS HEIGHT I'L" INSTALLER(TO SUIT).
AND TO TRACK WITH(2) 1/4"-RIVETS. 6'-b
jigM TRACK CONFIGURATION S2.6 2.6 SYP WOOD JANE. SEE OPTIONAL STOP MOULDING By INSTALLER(TO SUIT).
7'-6 JAMB PREPARATION NOTE". r
ABOVE THE DOOR OPENING DOES s AS ROD:SPACING NTE'30-O.C. "��.✓F 1 t6 GA GALV.STEEL END STILE.
NOT AFFECT THE WIND LOAD
RASING OF THIS DOOR -0" 0`
: 62'34" 2'GALV.STEEL TRACK, 9'-6" 0 2-1/2"X 12 CA GALV. STEEL
G TRACK THICKNESS: 0.683`. 10'-0` 1 TRACK BRACXFTS FASTENED TO
i0'- WOOD JAJBS ti'iTH 5f6 X 1-5/8" .�
7f 16'L.O. ROUND 18 CA. CALM STEEL CENTER HINGE
u -L- 11'-0 T LAG SCREWS. PUSH NUT FASTENED 70 SECTION W/(4) EACH
rASTEHER. #14.5/8"SHEET METAL SCREWS.
36"t2" TYP, 2-1/2'X 12 GA CAW. 1 '-0_13 "
z STEEL TRACK BRACKETS, I '-6 4 14 GA, CA%',STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH °14x5/3"
w ATTACHED TO JAMB VATH(1) - .. / SHEET n+ETAL SCRIV.:;AND(2) 1/4'SELF;.?PING SCREWS PER END HINGE.
AO 5/16"X 1-5/8"LAG SCREW PER 13'-6-1 : 2"GALV. STEEL TRACK FASTENED TO
TRACK BRACKET. 14'-0- 12 GA GALV STEEL TRACK BRACKETS
61 WITH EITHER(2) 1/4"DIA.RaCTS OR 2"DIA SHORT STEM 10 B,a_L STEEL ROLLER WITH STEEL OR NYLON TAE,
10" 15'-0 (1) 1/4'X 5/8'BOLT&NUT PER
`—3-1/2" 15'--6 TRACK 4RACkET. 5FCDGN C_C
16'-0 1 4- PREPARATION OF JAMBS 8Y OTHERS.
LHR BRACKET(2-1/2".5-3/4-. 120A)
ATTACHED WITH (2) 1/4".3/4-SELF TAPPING
SCREWS. i
3"TRACK IS 6L90 AVAILABLE
COCl ilftE6LE Q01aCs I
TR DPT#ON
(AVAIL. FOR BOTH 2-AND 3-TRACK)
LDOU6LE HORIZONTAL
TRACK. -
I.J { 8
_ I
HAM�ii
b GO•,......,, T i�
Ca C6...
3 8t# ,NIANUrACTURIND PRODUCT CODE
1l DSIU—IF471
F 140
DESIGN OROS:+ 7.0 S.F.P. &«66.0 PS.F P.S.F. PART ND.' tajA
STATE J! .It p
U.aoxx Slotea O!r.+..:. ! 6565 C.f t,B-I USE VIN➢LOAD RAT]NG „
O(319 P,:�� TOLERANCES o,o pj��/®�`ay Tc:,r,6.513 7T6c48'3n t J� DI{��3 V Fye{
Aj��sx•• >,SQ J .0 ±.031 =_:5"ro:::1,:-,.p Fo.r:a 513-TZO-4n53 >1 6
000 = t.005 DESCRIPTION: GALLERY 2" PUR SINGLE CAR +38/-4< PSF
I ..000 ±.005 D.^µAkVN BY: IAA DATE: 9/7/95 SCALE: NTS DV3(',,
DESIGN ENGINEER Degrees ' .1/2' CHECKED BY: ISHEET 4 OF 4 ISIZEB,
SCOTT HAA4lLTON, P.E. Urz:cxa statca o�•ec.:-c -
FLOR DA LICENSE N 632 6 Dnt£NS:O»5 ARE w u+cltES. DWG. NO.: 104432 - /8 VER:ISC
4 3 2 FLORODa PRODUCT APPROVAL 16646