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HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: a PERMIT#
REVISION FEE: S,O RECEIPT# a 6 6
PLANNING & DEVELOPMENT SERVICES
TY BUILDING&CODE 0 VIRGINIA
LA T OEN DIVISION R4Ccc
FORT PIERCE,FL 34982-5652 10
C�l�n
(772)462-1553 FAX(772)462-1578 AUG'Q?p,5
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE AA � • -
ADDRESS: ��4 Ivl A �1 lJ ►`�� 1r�-
2. DETAILED DESCRIPTION OF PROJECT 1 a S _ 16 - 6►a3- a a a-$
REVISIONS:
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3. CONTRACTOR INFORMATION: /
STATE of FL REG:C : If 2C� ST.LUCIE COUNTY CERT.#: 4
BUSINESS NAME: _ u 1�-I
ADDRESS:QUALIFIERS NAME: U tl
CITY: (/{-��j� - STATE: /)a G ZIP:
PHONE(DAYTIME): 61-2-1 FAX: -7 -)a L(e 1-A-l4
4. OWNER/BUILDER INFORMATION:
NAME: f-d'W R-f-d L1 gatiAm
ADDRESS: TB-13 N
CITY: S1p r- ' e�)•- STATE: N1 ZIP: 4.
PHONE: (�t ?,O f5q�N FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014 rorxrr
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ION
Florida Building Code Online Page 1 of 1
RECEIVED AUG 12 2015
F�Ofta uC1fPflSl)> BCIS Home Log In User Registration Hot Topics i Submit Surcharge j Stats&Facts Publications FBC Staff { BCIS Site Map Links Search
Busines
ICDIeJ��IJTIG Product Approval
r ` USER:Public User (D
Regulation
fjr,M -,,3l11R AtR1ldISISRI Product Approval Menu>Product or Application Search>Application List
Search Criteria Refine Search
Code Version 2014 FL# 16546
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-App lications
FL# Type Manufacturer Validated By Status
FL16546-R4 Revision Clopay Building Products Company Gary Pfuehler Approved
History Category:Exterior Doors (513)519-6566
Subcategory:Sectional Exterior Door Assemblies
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::1940 North Monroe Street,t Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copvrioht 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 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 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:
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https://floridabuilding.org/pr/pr_app_lst.aspx 8/11/2015
Florida Building Code Online Page 1 of 5
sy
I IUilda D'Fpaarmient! BCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats&Facts Publications i FBC Staff ;? BCIS Site Map Links Search
Busines
)rO��SSj {�aI USER:Public U�serOVai
Regulation
,�!,#!l�Itlflalltltldd4lllll Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16546-R4
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived El
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(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
�d 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.-ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
Validation Checklist-Hardcopy Received
Certificate of Independence FL16546 R4 COI Certification of Independence of Validation Entity_
Gary Pfuehler.pdf
FL16546 R4 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Florida Building Code Online Page 2 of 5
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/06/2015
Date Validated 03/25/2015
Date Pending FBC Approval 03/29/2015
Date Approved 06/22/2015
Summary of Products
Go to Page 4 ld Page 2/2
FL# Model,Number or Name Description
16546.21 21 W8-16 DSIU-11F471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga.min.;
GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga.min.)Double-Car(9'2"to 16'2"wide)
AR2LU,ED2SU,ED2LU,9202, WINDCODE@ W8 Garage Door with Optional Impact-
HDPC20,7202,8202,MFC68U, Resistant Lites
9205,HDPR20,7205,8205,
MFR68U
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104822-Rev04.13df
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 R4 AE CBPC 141219-6.1)df
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.22 22 W8-09 PAN-21`443: GD4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)Single-
GR4S,ED4S,AR4S Car(up to 9'0"wide)WINDCODE@ W8 Garage Door with
Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104121-Rev03.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: +50 PSF/-58 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 R4 AE CBPC 131211-A.gdf
glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party: No
impact-resistant(large missile impact).
16546.23 23 W6-16 DSIE-IF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;
GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga. min.)Double-Car(9'2"to 167"wide)
AR2LP,ED2SP,ED2LP,4302, WINDCODE@ W6 Garage Door with Optional Impact-
HDGC,6202,MFC68,4305,HDGR, Resistant Lites
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104785-A-Rev03-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 FL16546 R4 AE CBPC 141219-B.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.24 24 W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;
GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga.min.)Double-Car(9'2"to 167'wide)
AR2LP, ED2SP,ED2LP,4302, WINDCODE@yGarage Door
HDGC,6202,MFC68,4305,HDGR,
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104785-B-Rev03-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 meet the wind load FL16546 R4 AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.25
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Florida Building Code Online Page 3 of 5
25 W8-16 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;
GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga. min.)Double-Car(9'2"to 16'2"wide)
AR2LP,ED2SP,ED2LP,4302, WINDCODEO W8 Garage Door with Optional Impact-
HDGC,6202,MFC68,4305,HDGR, Resistant Lites
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 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 FL16546 R4 AE CBPC 141219-B.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.26 26 W6-09 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;
GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga.min.)Single-Car(up to 9'0"wide)
AR2LP,ED2SP,ED2LP,4302, WINDCODEO W6 Garage Door with Optional Impact-
HDGC,6202,MFC68,4305,HDGR, Resistant Lites
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 103954-A-Rev05-siianed.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 FL16546 R4 AE CBPC 141219-B.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.27 27 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;
GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga. min.)Single-Car(up to 9'0"wide)
AR2LP,ED2SP,ED2LP,4302, WINDCODEO W6 Garage Door
HDGC,6202,MFC68,4305,HDGR,
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R4 II 103954-B-RevO5-sianed.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant, No Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluation Reports
Other:Doors with standard glazing meet the wind load FL16546 R4 AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.28 28 W6-09 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga. min.;
Ridge/Glenmoor//Coachman/ interior skin 27ga.min.)with Overlay Single-Car(up to 9'0"
Settlers/Affinity wide)WINDCODEO W6 Garage Door with optional Impact-
Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104948-A-Rev00,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 FL16546 R4 AE CBPC 141219-B.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.29 29 W6-09 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga. min.;
Ridge/Glenmoor//Coachman/ interior skin 27ga. min.)with Overlay Single-Car(up to 9'0"
Settlers/Affinity wide)WINDCODEO W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R4 11 104948-B-ReyOO.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 FL16546 R4 AE CBPC 141219-B.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.30 30 W6-16 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga, min.;
Ridge/Glenmoor//Coachman/ interior skin 27ga. min.)with Overlay Double-Car(9'2"to
Settlers/Affinity 16'2"wide)WINDCODEO W6 Garage Door with optional
Impact-Resistant Lites.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104932-A-Rev02.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-42 PSF Evaluation Reports
Other: Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16546 R4 AE CBPC 141219-B.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
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Florida Building Code Online Page 4 of 5
16546.31 31 W6-16 DSIUO-IM749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga. min.;
Ridge/Glenmoor//Coachman/ interior skin 27ga. min.)with Overlay Double-Car(9'2"to
Settlers/Affinity 16'2"wide)WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R4 II 104932-B-Rev02.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 R4 AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.32 32 W6-18 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga. min.;
Ridge/Glenmoor//Coachman/ interior skin 27ga.min.)with Overlay Double-Car(16'4"to
Settlers/Affinity 18'2"wide)WINDCODE@ W6 Garage Door with optional
Impact Resistant Glazing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104951-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: +38 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16546 R4 AE CBPC 141219-B.0f
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.33 [Ridge
6-18 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga. min.;
/Glenmoor//Coachman/ interior skin 27ga. min.)with Overlay Double-Car(16'4"to
ers/Affinity 18'2"wide)WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R4 II 104951-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:+38 PSF/-42 PSF Evaluation Reports
Other: Doors with standard glazing meet the wind load FL16546 R4 AE CBPC 141219-B.pdf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16546.34 34 W8-09 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga.min.;
Ridge/Glenmoor//Coachman/ interior skin 27ga.min.)with Overlay Single-Car(up to 9'0"
Settlers/Affinity wide)WINDCODE@ W8 Garage Door with optional Impact-
Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104949-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: +54 PSF/-60 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16546 R4 AE CBPC 141219-B.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.35 35 W8-16 DSIUO-1M749: Canyon Double Skin Insulated Intellicore(exterior skin 27 ga. min.;
Ridge/Glenmoor//Coachman/ interior skin 27ga.min.)with Overlay Double-Car(9'2"to
Settlers/Affinity 16'2"wide)WINDCODE@ W8 Garage Door with optional
Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104928-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:+46 PSF/-52 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH. Solid doors or FL16546 R4 AE CBPC 141219-B.pdf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16546.36 36 W8-09 DSIE-11`471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;
GR2SP,GD2LP,GR2LP,AR2SP, interior skin 27 ga. min.)Single-Car(up to 9'0"wide)
AR2LP,ED2SP,ED2LP,4302, WINDCODE@ W8 Garage Door with Optional Impact-
HDGC,6202,MFC68,4305,HDGR, Resistant Lites
6205,SFR68,MFR68
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R4 II 104119-Rev04-sianedpdf
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 FL16546 R4 AE CBPC 141.219-B.ndf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
Go to Page Page 2/2
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Florida Building Code Online Page 5 of 5
back Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EE0 employer.Coovriaht 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 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 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:
M REM
scicurit�as1�elitr,:-
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https:Hfloridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUM... 8/11/2015
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.RESISTANT.GLAZING..MAXIMUM GLAZING SIZE (DLO) IS 38-1/2'"03".
GLAZING MAY BE SHOW?–P&N€L (HOT SHOWN) OR LONG–PANEL (1).20 GA. BACKER�'PLATE.AT EACH INTERMEDIATE
'SHOWN), SEE SECTION 8–B ON SHEET 2 FOR DETAILS. -HINGE LOCATION.,BACKER PLATES ATTACHED.WITH
1 C::I:ZWG:MAY BE INSTALLED.IN TOP SECTION (SHO' 4R DOUBLE-SIDED ACRYLIC ADHESIVE TO SACK.OF DOGFL,,
INTERMEDIATE SECTION (NOT 57d©wm).
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4O0R HEIGHT SECTIONS EACH SIDE OF DOOR.
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LSPEED TE VIND DSIE—tf 7i
SPEED<PSPN3 160 165 175 135 200
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•06= x•015DESC$IPfIO I: 2'GALLERY EPS DOORS 56'2"W(SEE TABLE)
...f/11f112 141 y4�---._._.! .000- 3..QO5
............_ -
.0000- ,1.001 DRAWN BY:SH DATE:1/10/131 SCALE:NTS DTSG.T:j
DESIGN ENGINEER Degrees = tt/Z CHECKED SH DATE;1/10/13 �HEET + OF SPIE
SCOTT LICCL aE P.E.. *mgis RE of`xHm DWO, No 10478`5-A/6 VER:LBC
FL RtDA�LI tJ No. 65286
'' .3 FLOO RODDI FD CODUCT APPM,OVAL L Ic;':' C
4 3 2 i
i 'NOT,ELS SHORT LTINIG. nDELS FLUSHGR¢OVED SHi[7i REVISIONS
CLOPAY ............_..r._ 2 OF 4.
GALLERY
5D2SP,GRBSP GD2LP,..GR2LP' CLOP:aY"CLASSIC 4302,HMC -43115;.HDGR. REV;. ND. ZONE: 'DATE: ECN"R0. API?VD: DESCRIPTION`
IN AR25P AMP .1?LTlI4ES LL ASSTC .6202 b20S 03 - - - SH SEE-REVD-.MSTORY ON MEET ow_ .
I .ARTISTRY
-__-
PR.:ALN fD2S0 ED-PLP IDEAL CLASSIC 11i"E68 �.SPR68.:�HFRb
d d
I
I
IMPACT—RESTTS ANT.SQRISTRClCTJQtW STANDARD ASSEMBLY CONSTRUCTION:
SOLID 010OR5(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL—OSB OR 1/8`ACYRUC UTE$AVAILABLE OPIIONF.L ACRYLIC`GLAZtNG'IS
i 0APACT-RESISTANT..OPTIONAL.IMPACT RESISTANT ASSEMBLY CONSjSTS OF ALUMINUM PiASKOL[TE OPTIY'OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE V:1TH IBC/FBC
'FROn1T,mAmE-.AND SABfC;IP LEXANI.9034 (VERSIONS ALSO APPROVED;MRIO,`9630,. .2606.
96310, 90316,90317, 90311, 9031 A,.90355) OR:BAYER MAKROL N GP (VERSIONS THE ENTIRE DOOR.ASSEMBLY i'dSTALLED IN COMPLIANCE WITH.Tf_DS SECTION MEETS THE
.ALSO APPROVED: SL..AR, 15),APPROVED CCI PLASTICS IN ACCORDANCE.WITH IBC/FSC WNO LOAD REOUIREMENIS OF THE FLORIDA BUILDING CODE OR INTERtATIONAL BDILDINIG.
2606 AND APPROVED CI PLASTICS�IN.ACCORDANCE WITH FBC 2612. CODE BUT D&U„tiOl IAZET THE IMPACT RESISTANT.REQUIREMENT FOR upIkDSORNE DEBRIS.
THE ENTIREDOOR,.ASSEMBLY INSTALLED IN COMPLIANCE"WITH THS SECTION 4Az_ETS'THE REGIONS (REF. CHAPTER 16FBC/IBC),
j %FIND LOAD PEGUIREMENTS OF THE FLORIDA BUILDING CODE-AND iNiER A11% L BIS=€D`N6 -
[ CODE AND IS.,LARGE- AklD.SMALL-WSSiLLE,:IMPACT'RESISTANT. SECTION B-B` (NON—IMPACT RESISTANT,GLAZING OPTION
I SECTION B-13 (IN;PACT—RESISTANT ,GLAZING' OPTION}
FRO14T FRAME WITH V.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME ISNARROWER THAN,,
INSULATED'DOOR SECT;QN, fbiPACT=RESSTANT.FRNME.
i�
DECORATIVE FACADE.. rr
f SELF98-10:x.tSCR 6rJ2riG1
EXTERIOR OF DOORSELF
-TAPPING- -TAPPING sCR£1V5: MOLDED INSIDE ..
175:
LITE RELAttiER:
INTERIOROFDOOR, F8x3/4-PAN HEAD SCREW
(10 SCREWS PER UTE)..
RETAINER,
ALLa.1MN:FRAME.
SELF=TAPPING SCREWS,.
1/4'THICK POLYCARR&NATE'
GLAZING,
IMPACT—RESISTANT ASSEMBLY DETAILS. STANDARD ASSEMBLY DETAILS
DRAIWIMG 1041678 s-A DRA{tLANG''1.034785-13
*. � M�7' 2p,� :x M(. 1FACTUR2NG,PRQQUC7 CODE
�`JI - �4�):
DESIGN LOADS: +38.6 P:S.F. & -42.0 P,S.F.
�.'4: a..3t'C.a"1 TEST.DADS '+67.0 R. .F, .0 P.s:F.. PART NO.: N/A .
A ��'. 3T E.OF L+J Z"
Mtus'sld-w alnerass¢. 1:1003Y 8535 DWw Bcu"e=d WINDLOAD RATIt,*
c �
TOLERANCES,
ftascn„oH 450s0 VA
td.Qc.:513-370-aF.AD
f�,. D
,Q.� *.031
14n'��.Ft �6+V°`F' :Fcc taa,�S13-)79-485Y t�'Y 1J P38T
3.015 DESCRIFMON: 2'.GALLERY EPS DOORS 16'211(SEE fAt ILL)
GDO
_._.._....Stu111_...... .
.0000 u 1.001 DRAWN 8Y:SH D1iTE:1/?r3/13 SOLE:NTS DWG.
DESIGN ENGINEER: .._.., oegreea ±I/2` CHECKED BY: SH I DATE:1/10/0 1 SHEET 2 OF.4 SIZE
SCOTT HAMtLTON, VA [,FLORIDA U N_E Nm 032 OWEEN E wr,HE- DWG. NO, 1047854/8 1 VER'IBC
4 Y '` 2 FLOO R SDA.G°3 )0DUCT APPROVAL 165408
4 3 2 1
MODELS SNORT LONG MODELS FLUSH GS20D/ED �E T' REVISIONS
LOPAY GD2SP,GR2SP GD2LP;.GR2L.P CLOPAY CLASSIC 4302,HDGC 4305,HDGR 3 OF `} REV. N0, ZONE:I DATE: N�ECNO.1 DESCRIPTIONGALLE :
,HOLMESL 03 M-- - - SH SEE RStOWHISTORY ON SHEET ONE .
ART.T1tx,_, ARaSP ARZLP 'HOLMES CLASSIC, 6202`' 6215
IDAL ED2SP ED2LP IDEAL CLASSIC Nf C68 SFR58. NFR68--
%PJ
SILICO
D. RONTNt�10 BACK E FILLED CSKIN OFEL SEPARATES
D
HDRaaNTu (TCP)JCM$ .IAMB TO SUPPORTING 5TRLIGTURE .ATTAG�I#v�ENT
(No LOAD FAOU 00R) EVOI"E'�.
------j t,ALL WE LOAD FROIA TN'v:OOOR ISJRANS"M*?ED TO T£fE TRd K AND THEN,FROm THE..TRACK TO 1-95,_7H+CK. 19.DENSITY
THE 2.6 VERTICAL SYR![GRACE:92 CSR BETTER)-ZAP.NO.LDAs}FMA TJfE:VOOR:IS
EXPANDED'POLYSTYRENE FBbRbt.
TRANSFERRED TO THE HSIRIZOI AL(TOP)JUt39D€SULAT€^.thy LAMt?QATED 3'O f3f7TY4 97.'G#.GALSS STEEL Tt?I?.ICk13iER
2.':EACH VERTICk XWO SEES A tAX0AUM OESMN LORIS'OF }304 LB& -138�LB:PER LINEAR
FOOT OF JAMS. EXTERRZR AND INTERSOR SKINS.. 8RACI±ET. EACH BRACKETAiTACNffl'
3..ALL JAMB FASIMRS WAY BE(BUT ARE NOT REQUIREDTOBE:)COUNTERSUNK 10 PR0:7LE A WITH (4)-#14x5/8"SHEET METAL
FASTENER FLUSH'VOUNTWG SURFACE. SCREWS.
TYPE 4,A 1/3 STRESS INCREASE FOR WIND LOAD WASIi`9T USED IN THE CALCUTAT!ON OF ALLOWABLE
LOADS FOR ANCKORS AfZD FASTENERS FOR STEEP.CONCRETE_3ND MASONRY.
MAx,Lt,C. PRF!'A32ATSC)N OF .)AMPS. BY OTHERS TONGUE AND GROOVE JOINTS_. 27 Gk.-(0.016-MEN) INTERIOR STEEL SKIN
S �. 'ysF:THE DESIGN OF THE.SUPPORTING STRUCTURAL ELEMENTS SHALL (DRAWING QUALITY) WITH G-40 MIN. GALV.,
BE THE RESPONSIBILITY OF T14£ PROFESSIONAL'OF RECORD FOR THE BAKED-ON PRIMER AND A WED-ON
9UILDING OR STRUCTURE.ANO IN ACCORDANCE:WITH CURRENT BUILD€r7G "— POI'YESTER.PA1NS£D TOP COAs-APPLIED.TO
2E6 L'ERTICAt,SAM$ CODS FOR THE LOADS LISTED ON THIS OP,AtYING. BOTH SIDES OF STEEL SKIN.
4-1/`T" 14 CA. GALV. ROLLER HINGE. EACH HINGE
L FASTENED TO END STILES WITH (4)
V E3L_V`� 114s5le SHEET METAL AND(2). _
4 TALL TAPER STRUT- 1/4-Y-3/4-SELF TAPPING:SCREWS; SEE
0,062"WN, GAL V, STEL. :VIEW'B",
2.6 jAmB M SUPnwiNG STNLi Tj,tft,�,._ATiA K.136. '` _..
t3O KSI, #AIN,:
(NOT 10,82 USED FOR ATTACHMENT:OF-TRACK AN3LE 70-2x6.4`ERTICAL JAMBS OR SUPPORTING STRUCTURE)
ntAxltA)M ONE 4'T-STRUT PER SECTION. (SEE
ON-CENTER �/"VZW "D') EACH.T-STRUT ATTACHED AT
DISTANCE EEL 27 GA(0.015'MIN.) EXTERIOR / .EACH HINGE LOCATION..WITH (2)
BEtWe££J atASHEftS STEEL-SKIN DRAWING OUALiIY 4/4:s3j4"SELF TPPPINO,SCREWS,
emolt1G TYPE FASTENER TYPE F.V`'T£t3Eii5"REOVIRED, C )
ICA 4"'s l-E 4"84tH.. It FAP tJ T 7-1 T"'U.D, WITH G-40,MIN. GAIV,
1906 P+..1'UNJ,CIANCRETE -t O.D.. BAKED-ONPOLYESTER_PAINTED '
R
3/8-X t- 4"MVL E%PBr` vtEJ-fT AftA VrE.StEEV-ANCHOR �`f:L sa TOT' COAT APPLIED TO BOTH
a }-3F4"MSN:COR T .,Ss A" Nccb 'D' SIDES OF STEEL,SKIN,
WOOD RAtJ' YP . _per"LAG$C.R£W(ASTM A307.GRADE R1.E-5t8"EAQBED dNTO-STRtJ7:TUR 7- A" 7 t ..
RBST(BOTTOM)ANCHOR STARTING AT,NO MORE TFAN'HALF-OF THE:MkXMU•1(SN-CENTER DISTA&M- Ws WEST ANCHOR WSTALIEO ..
AT LEAST AS NEON AS THE DOOR.OPERINS.. €3 CA, GALV. STEEL BOTTOM BRACKET.ATTACHED
CLOPAY DOES.NOT SUPPLY JAMS ATTACHMENT FASTENERS: WITH (2) f,14s5/8'"SHEET METAL.SCREWS.
MIMMUN DISTANCE$ETM{EN.CENTER OF:,ANCHOR AND EDGE OF COHERE?£:BLOCK:2-1/2'",EXCLUDWO StUU_D 7F'4KNESS,
ALUMINUM EXTRUSION 8.VINYL WEATHERSTRIP.
t �ao� O��tH {lT �i o Q, 14ic5/9"SHEET:B!.ETI SCREWS, S£CTd()ISA-A.(SiDE-V3£W) `
`.Gj V�CEN�� },
s£ ANUFACTURING PRODt!:T COLE
N 2o ' o nsiE-IF473
' 1/4 z3j4"SELF - DESIGN LOADS: +38.4 S.F. & -42.0"F.S.F.
1c TAPPING SCREWS. TEST LOADS.+57:0 P.S.F. d,: -63.0 P.S.f. PART NO.:N/A.
:A i '31:. STATB OP 4J`y: 14 CA. END'HINGES 18 GA, JMIN,} 1NTERtAEDIATE NiNGE ta�+cvE SRn:cd fl4Rcrsisc —.� ®� 85&3{Aske$mderviil 'V[rt31LDAD RdSF1HG
TOLERANCES eye 4&tsa4i,f"45IK0€ISA ( `'
VIEW " " S?,.E$V�"t�`- l "' #o.513-770-4HMO W <. L::) 3
'Fcs 4,0:513-T70-A$SS _
�ls� r�(VIg4L .00e bESCRII�'I-ION: 2"GALLERY EPs DOOR
.000
(SEE TABLE)
�....................... AiXtLI+ ..
DESIGN EfJGINEER=-� Du�DrDco6 d �6/11 DRAWN, BY:SH DATE:1f1tf/13 SCALE:1aT5 DtTO.
DESS HAMILTON, [uuaEE sto:ea oMnx:rsc CNECY.ED BT: SH DATE:1/10/13 SHEET.3..OF 4 SIZE
SCOTFLCP.:DA LICENSE Na. 632)B6 rIg"as ARE I:Jt.,—�1"EEss.DW15, NO.: 144785-A/B VER:IBC
ma h s S78PRTtUVG' #4E3K�£LS 6l.LIsHt cRooVEU sK £a REVISIONS
C,L.flPCiY.- G'usp,':'cwsP... G33WI:F';..GR2LP' 'CL.flPAY CLASSIC 4362,F[8}GC. ?SGb'2. �cr' r _ .. -
GALL.CRV .4365. I .' nv. !10 ZONE: DATE: FCN N©::APPVD;I D£SCRIPTIM
,: ..
N , AF2SP 1GtES LASS - .62-Fc- - -
.
SH SE';tENSF6S: STY f' SHEE3C.E.ARTI�TR
SSIIDEAL EB?SC'
EX £II2LP IDEAL,CLASSIC MFMS �SE'R6.R..MIr.R68 .
Q
S. ii._iR/,CK CONF1f; T ZN. fi{6III?7RACSf C,CL`dFtS NOT
FIECT .121E HC�2tZfA*lTiBY:D OR
#FUDR OPETVlRQi�00E5 RS�1r AFFECT its SIiYrE%JRT...!?Y�DOOR
WMM LOAD RAITNU OF THIS"DOOR. IN SUIT).
.
D
OOROUNT RE3ALAA'CE..SYST£M _ :JAAM$ NagVF`�rR}'l(74, .
©E " FOUR 2!'J IACKt
MV.STEEL FLAG SRA^KET:ATTACHED TO.
illi{)6116",x,1 5/e LAC SCREWS- _N T�DOOR-Qvea
. TRACK WITH(2) 1/4 RIVETS: 7._ (EAC24,SIP WOOD:Z46i6.SEE', OPT0ZAL.-STOP MOULDIT44 BY 1NSTALLM(TD SUIT),
P.ACNIG NTE 14:"O:C. 1 `aAL±B PREPARATKON PJQTE`. ^ ,. 18 GA GAL4'.STEEL 0Q7tBLE-•flaJf3-5T#fE FASTEh'rD'Cti'fii'(II)»jf5%.,Sf1•.:WAFER-SCREE10 Vit .DPA.,6-3 j4 x 2-1/6":x 3JW'", GAIV. STEEL.TrtACK, is-6.74 ". 2.-,Ef2" :#2 GA GFLV,STEELR�4Cx THYh'taE55:-0.QB3":
31- 1 4` TkiDK ER4CKETS FASTENED TDtT 1HwD AMES VwH 5/6It - T8 GA.CALL,STEEL.CEFITER HINGEM1-518 LAC�SCREWS JOT TO PUSSH 7fI6 LD,RO:fN° FASTENED TO SEC$ON W/(4)EACH
EXCEED 14-CNGEWER, FASTENEIL �14xS/8'St_;'ET METALSCREWS.
-TTP.;2--1/2"K T2 CA.GALSt73'-a t6'STEEL'TRACK BRACKETS. T - 'j 14 CA,CALv;::STEELROLLER HINGES FASTENED TO:ETSO STIL£S:W/(4)EACH�#'144/8-ATTACHED TO JAMS WITH(1) 14-0' SHEET METAL SCRE'4S:AND(2)1/4"SELF TA.PPMG.SCREWS PERD40 HINC£.3/!1;"X Y-5/S'LZGSCREW PER 14'-'1 ` 2"'CALV.STEELTRRC3L FA.4TENES3'TRACK:BRACKET, S 12.OA 4, .STEEL Y-b 1WITH#'�EITHER:(2) 114 DLA.RuETS OR •-2".iJIA, 7-1/2"z.O71Cr'STEM. 10 FALL STEEL ROLLER:NITH STSs"EL�OR NY[.ON TIRE.,
i -T' "' (1) t/a":X 5/8"BDLT,lcNUTPE+Rs actxcr. SEEG?'.0_f 13iR eRAratET(2-1127:=5-3/4-'.TZGA)
.. FRt`PAF{wTtO(�F:L1E-JRS.tix3s EY QTATTACHED:.WMH(2) 7,j4"x 3/4"'S"sif'T#PPth"h#.
.. ... - .. SCREWS,,NDTE'THAT CHR 6RA£1 3S.AF .AL50
t€P,ED WITH:DOUBLE'END SW-E"AS:SHD%N 7N
S'.TRACK-coNFT(mAT6q, c`K.9.iE;TRACK LQNRGURATTON ABOVE THE -ZONE'8-3.SHEET 1
DOOR OTSIO.NG DOES NOT AFFECT THE Ak16'�CIINfIGt#RATftTN ..
W:JM LOAD RAIMC OF::THIS OO
.DR.' 'L.. WUSiS IRACK
FOR :3- TRACK.;. LOW HEADROOM'QPTTDPI
(AV4L.:FOR BOTR...2".At20..3"TRACK)
' ' 9T:E HLN21204€TA:,
;, TRRCK.
_.. t"DQOR OVERLAP(EAGKi
., ..
z 6 s'ta-:fR:3C16 3AMH1.'SEE sTaP Mc�,rilseuc Bx ci#oR ktsiALt.Eii(YO s�isT) p
T 3"GAC§ TAPERED STEEL TPACK AND ANCLE.TRi K JAMS PREPARATION NOTE-JA
16 cAQALY STEEL DBU�lE-END=ST3LE FASTENM- ATIH(S)#8 X 1/2"WAFER L�
Ir 7tHwjzsS:0.101".ANGLE TKCtl NESS!.0.060': H;ORIZOWAI.TRACK RESS'.Eta.+Sait£,OtM_5-3fa K 2-#f6"%.-dNCE.E.f17R1EN5l0{P5 3-1 f4"x'2-7/$'; SUPPOrRT.EY DOORvE[tT,r+ HDRZQTAL TRSCK 1a"1dAXIMUIt 6PACxG LwSaALLER GflsvtT} 3-1/4'it 2-7/E Wt,K,x 0.080fdNCT1S,"5 TR1 9/a BCK .FROM LAST 1RKJUR'C P'UYT ULT EACH TRALK SCAT TQ TRa4C1C;&UTiCT Y .ANGLE SEE 1f.G BaL7 NF*URATt > 18 CA.,£iAt c.STEEL CETJTER 11tN@>E
C0Nf1GURATf7/16"1.0- LTtNB FASTENED TQ'SECTON Vlf(4)EACH
PUBM N417 145$"SHEETAVALSCRDVS.
AD:NTIONA4;MOUNTNG•SLOTSFASTENER.
5FAQEQ AT T2"C$NTERS.: 14 GA.CALv:STEEL ROLLER H19GFS FAsTETIED'TO'END
Q.1O3"Tf#C1T 3"CA?V.STEEL TRACT:' .(t4#H�yjE tzi_ IZ"ON CENTER' TAPERED..ATIGLE W1TH ONE 1;4"x5/8`BOLT dc+ :ANO(2).1/4"SELF TAPP04C SCREWS PER E1HINGE:Citi is s g TO€kP£REQ A`dstE.4RADR.ATSTILES W/(4)EACktas.4/0`SPtE£F METAL§REW&'
�O,...... ., NUT Aa EACH MOUNTING SLOT,':
llF53GN LOADS..}313.02"LONG STEM BALL SEA3Y1NC,9T£E1._ROLLER.
5 DA 8=}
Aas3TACTUYTNL PR2IBUDT CODE
h, 2 34- .ONE.ka TRACK BCK.T AND'NtR"AT:£ACH.' ,?Afi Tt N� J�AAE�s 5Y 6Tt€fRs. D9�I '-•).,t 1
1L. MOUNTING:SLOT LOWON. �"` P.S.F'. & -42.0 PZ.F.
a
€ $TRTE (3F ti� 0DO2'VERTICAL— TEST UAC& -}5`".€}'T2.5 f _6 T 0 P S.F PART I�4.:.SJf ,
(}• L/,f."; 22':' MESCkiT K LENGTH Umms¢Staceo tY ner to i'� •...8565 EHcef..e EQute orb W'TP##ILl3",iS RAT=
?K •� R • , 7_ TOLERANCES 6 Mc�n AH 4564N LOA
A
loPaY Tmewll.50-tv-4to I r l
-1D" �D••.. s5 atsE s/1a's 1:-:5/B"tAG.SCRON sPAC.ED AT THE:'SAME .0@=a: -c.©'T &i&q ftz✓+xH Lss Far,aW.`513-77L3
-0 W.
"`. DISIANCFS AS:T#i£TRACK BOLTS(F.E. 3-t/'a". 10".M".3a`; .AOC �.•.00"s. T3 REPT`(6N::2'.GALLE.R't EPS-DOORS 1E+`?"Yl(SEE TABLE)
1 �.......... 46%ETC.).- ADDITIONAL USC SCREWS LOCATED AT,IC.28%ik DRAWN.BY-.SN DAM T/10/73..SCAM NTS
.0000; 4.Offi7 w DSSG.RR
DESIGN ENGINEEt�= �a/z %�-Q a6c 4©'FROM BOTTOM. TTYQ LAC SCREWS ALSO eDDATEQ ABtrE Deve" - t1/z- :CHECK3 SHEET"4 Or 4 SIZE L.)
SCOTT'HAMILTON, P.E. VERTrAL/HORIZONTAL.TRACK.JUNCTION. Vid-'Skog+f Ob--
FLORIDA.LICENSE Ng. Q286 ommsmNs.:,ARE Ota iwNmj M. Mt 104765->"t•/6 VETO:isc,
2. L 0 ROD L7 �t1�?Ut PD Ni00V L055 4 655