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171 0 m 4n FL# FL16546-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived 0,
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.-ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
SZ Validation Checklist-Hardcopy Received
Certificate of Independence FL16546 R5 COI Certification of Independence of Validation Entity-
Gary Pfuehler.pdf
FI?.6546 R5 COI Statement on Indeoendence of Evaluation Entity-
5cottHamilton 12Q424.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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFg... 1/7/2016
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PROPER FASTENER EM6EDMENT INTO THE STRUCTURAL FRAWNG MEMBERS OF THE SUPPORTING- S7RUC'TURE.
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BLOCK). I" VIP. O.D. 'WASHERSidF..GtpREC> 'i1i.TH TAPCQhd'. LIL
AFTCHORS MAY 3E COuhFTERSur"K (Blff NOT REOUI.RED) TO PROVIDE A FLUS!' MOUNTING SURFACE. HORIZONTAL
JAMBS DO NOT TRANSFER LOAD.
TITHER ik MSH CONT€GS,if?;J4=1QM,S: REFER TO DASMA TDS-t v1. A LICENSED DESIGN PROFESS;ONAL MAY ALSO SE
EaAPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. '.s.
�-T 3 GA, GAL V. STEEL BOTTOM BRAC1iEi.
r_!O`�.: THE DESIGN OF THE SUPPORTING; STRUCTURAL ELEMENTS SHALL Be- THE' RESPONSOH.17Y OF THE ATTACHED WITH (2) #14x5/B" SHEET MON.. SCREWS"
PROFESSIONAL. OF RECORD FOR THE BUi0fW OR STRUCTURE AND IN ACCOF,DA?dCE 'iiirH CURRENT BUILDING CODES '\`�- ALUMINUM EXTRUSION
._._ FOR THE. LOADS LISTED ON THE DRAWING. & VINYL WEATHERSTRIP. -
-- %t1T1iF1A11+t, SECTION A,-A rSIGC V!CW'}
%16'% T M/<
GST
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t55o
3
DESIGN LOADS: �322.0 P.S.F. -.2.0 P.Sr
•p; j n�Lh jar�
TEST LOADS: -!:k,0 F.S.F, a7Y -'?SIC F°.SIF. j Pi•.RT NO.: N/A
110
STATE OF :4!: 'a' -- AD _ A
t:re<s�`laird ome...n, =1:10pay n"5P,'iFe.5IM0 erd--� , WINDt.DA.RA7[NG
! 0,0• c� W. { TOL[RAPJCCS:,,. Mcson,031;SI;tG ish CW
P,. _�.� I Tel,G.513-77p-4800 1 D F �r
�i'� .OR5�.• ♦ 'rd re Pro•.F,.ls Cveye^; I.Yo.SIS-'e7G-4355 /V I.�
_ ��NAit i" ,.................... pc p _3cR:F.1 F1: t LA....>:c chnTc H't.r et: PAh, e-+32.1-32.... - -
P..ESIGN F.NGiNE.:E': r.cPcs x.v01 DRAWN BY: MYt' [`ATI J2S?RU!SCA?F; Ni- "'c- [
+_—.—.i..---......_.._._..__._._� .+�
'!/2' 'NECKED BY: -- 'DATEl --- SHEET 3 OF
d IS12E
SCOTT HAktiL70N, f•.f. u.lxss slo:zd prm..;c
F'J Qf??A,�l1;ENSE;_No 637.96 €auCtic-lo+s nvE sra vrc>se>.DWG. NO.: 1pi422 y VER: 160•�__..._...i.....______._
_.._....................................................................----"
` —�_ —_.._........................Z... c))Gs�C7G G C�� Jrt> ! [ '111 (J %_. _( ..._ C540'
_.:_. . ._
r ' T ' S»EETi' RETO#S'ftASS#C'RAISED PhNEI. FaSS OrFS _ ___._... __...._..
4Ati;Cil)F°gteEL E"!3fISS LCPORS ....._. .. ._ __ _ ._...._ -__ .__....._. ............_,,...._._
,.S GA 124 GA INS 8:r 5A E5 CA Ris 2S GA 2 GA INS 1•Ti7DELS 25 CA 2s Gq iNS ._- ..... .Nt?. �(3N£:..�Df�7�E:..��� N{). A!-'€?VE):�. .....E)E�SC��.°li�T#t:tN
t?OAEI_S > �_..._...
...._.._.._.. }_.,,....—..— ....... > ��. _._. E L ........ ._... ....iA E REVISION Hi4IC%RY GSJ SHEET 7kYi:: ........ _—___....__....__...
CLi)FP,X'�i dal,S, - ,3, 75 7.54D, 140 7E 7E�' R r 5_—
_v_--_ :____N_...__.. ... a _.._.... ..._ .._...... _._.. ._
i ❑A s
---�---�; __. G3_ t;R:SS sI#SSV,G.^SSV
.: f4EAL 4RS'C,dFr E t,+Sf" ort"S7' GRSF ?RS- 'GFaLEERY'
G
Hpt;xS 48,4?H i 42. d2g 55:SSS - T - HE'7LkCS
ARS. kR55v
SNURT PPPL;,1. � LGNC:PAI:E,L —^ •--+------
.___.,„.^_,_,_ _. __ _.- ..... HEAL 'CnRRInG£ '
C x - NUDEL 4F IS FLUSH G+JSE' ED53 CSi,Sv
SHUM PANf:L
7"T
.,.__.MK ;(4F ._..., `.-DOOR COUNTERBALANCE.SY.-S.TEM
"---ORIZONIA'..T..WK
J3 GP,S5?.V TEL 6tJ,C A KE€'ANACM TO. 'JF.?iTR SUPPORT 8Y DU4?
jmvIf NeTH(1) /15"X A 5/8 LAG SCRC.15 1lHLtCr3t * IPISTALLEH(TO SUIT).
•�._..�
AmTO TRACK W 1H(2) t14-Rib-:7,:. -
Nn k TRACK C0,1FI URA7ON 7'1-0-1 76- 2.6 STF'WOCU vAM..H S,EE OPTIU'A: STCP ntOU1.#::?1C^•BY't t TstLER(TO aUf.^j.
ABOVt THE DOOR PPEP.Et,CUES, ar I --Ass ROD.SPA-MC+t-IE 30"O.C. ...� '� trB?RLPARAT30W P1OtE". 20(4 GALL..STEEL END SPLC.
NOT AFFECT THE 1114D LOPE �- � - f"' GA.M'N.GA7_J.STEEL iNTERM STILE.
RATINIT OF THtS UODA.
2-GAW. STEEL TRACT, tK?"
ra 9-fi Si >'
2-Z/2'
Y 2 LJl OAIV.51 tt '
TRACT' IMC),NE:iS:0.050' .___�___....... D ..........._ �!
N iG-fi�� '(�" It -H B FCY.ETS FASfF:NE?F 715 ....
}- IC--G 1174- 'l:CJii 1,d.n_,wr4 /E'x t_»6 O 18 C4.(;AM STEEL CFNTER-JVGz,
4" LAG SCREN. ! �e"AST-ICED:O INFER. SMES V7(43 EACH
7/W Lo. ROu1:U PUS!': 1�z
NUT FASTENER. ,F Sib"'5f?EET META#.SCITCLV`>.
c7 3Ept2�/"?YP. 2 112TRACK"X 12 GA(0.094") i ^Fi;_) t
z / GAt.J
STEEL, SHA'KEi S, Ii-f,-if ?' GA, M STEEL RALLM KINGES FASTENED-T7 END STILES'4/(-1) EACH 14X5/8' (�
ATTkCF-_V .O JAMS:{lift (T) <T0"yds` / � _.y ,A
EET METAL Sc:RE;VS MO(:) `./4"S..LF YAFPtvv SS'REYlS PER:NII
o � 5,/15 Y. 1-5j&"LAG SCREW PER 5,'y'_�".lwd" 2'(;ALV.STFiL TRA(:K FAS+EnEO TO
i R.t(;t1 Ei s;Cf:ET. )..%.'-.f1_1 •Q' 12 CAEALV STEEL SRACK BRACKETS
YtITH ERt?ER(2) t/<"UTA.RNETS OR 2"01A.SHOfiT atE'.1, 44 ti:.4L 5Tr'.EL R'ULLER tSTih STEEL OR tiYLO;'F IhiE,
tC" Tti-'�" ^1 (1) 1,%4"X 5/8 HOLT & HUT PER,
t5'-r",. .• MACK 91U`Cf:£T. `&S'T#Q"i,-,-5:
;.a"
Lri.R?RArr".T;2-1/2-x S-3/4-x 12GA)
## ATTACHED WITH (2) 1/4"x 3/6"SELF TAPPING
T-SCREWS,
P.Q.M OPTION
I��L l"s IB3Ss
i �-E7i7U8LE rsOR:ZO:TIL
III ( TRA.CK.
i
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PAISEL: P N-2Ft;t'3
0 P.jT . .fi LCtGPANEL-.DFSiGN I-DAM ? . 4''FN-2Fi5fi
TEST LOADS: •+•43.0 P.S.F. & -48,0 P.S.#', !PART N7": N_
/A
srarE OP .ur. .............._____...... _ _._---.
I r .". u>`?sss 5zatxro otrsr»;xr• / 3555 Doff 1040 w(jSA ..(_._ X#PdDLCIhII..RAT irT{;
7(}I_k_i:taNCES m- 'CIapa.Y iCi'i>.off 41040
j
rr�r SS' `yC?4 .4 t.OS1 €t5 nad:u Ca^;,"ac�to,r2o.
+i
It, Al- 1.0175 L�SCRIP:lo 2: CLASSX; AND CH RP 5?EEL PAN DC. +32"l-32 !r5F
t11-111 .tYlc u .t:CO5 .�.-.:._.. - --
DESIGN ENGINEFR e`er= s �,a 7 6RAt4N ESY: t nu GATE: I/2Bj9Fr!SC'ALE. PITS
SCOTT tidE4i1_9'Cbt, P.E. CHr.(X.ED 8Y: -- DATE:•-- �ISF?EET a Oi' '0..-.SIZE ,
Ulf,— J a at;,.,,1—
;IL.ORQA 1,#CENSE Mn. 6_3?.,E36 ....... _ Glu[NSIr:NS nae IN;rft:rleS,ss DW". No.:f{:#322 .W__ .Vf:l7: tE:
2, LOD"AurA Pu .".CSC-`u(.,`1r /APP11P2COvV A -, `0ro)SR�
Florida Building Code Online Page 2 of 6
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/31/2015
Date Validated 09/11/2015
Date Pending FBC Approval 09/11/2015
Date Approved 10/16/2015
Summary of Products
Go to Page Page 1/2�.
FL Model,Number or Name Description
1b5 ;a,R 01 W5-16-HY PAN-21`153: 73, Steel Pan (min.25 ga.)Double-Car(9'2"to 16'0"wide)
1500,75, 190,84A,94,42,48,55, WINDCODE@ W5 Garage Door
4RST,6RST,4RSF,6RSF,GD5S,
GD5SV,GRSS,GR5SV,ARSS,
ARSSV,ED5S,ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R5 II 101922-A-Revl4.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: +32 PSF/-32 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional FLi6 546 RS AE CBPC 131211-A.odf
impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.2 02 W5-16-HY PAN-21`153: 73, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide)
1500,75, 190,84A,94,42,48,55, WINDCODE@ WS Garage Door
4RST,6RST,4RSF,6RSF,GD5S,
GD5SV,GRSS,GR5SV,ARSS,
ARSSV,EDSS,ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16S46 R5 II 101922-B-Rev14.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:+32 PSF/-32 PSF Evaluation Reports
Other:The standard glazing available for this product FL16546 R5 AE CBPC 131211-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.
16546.3 03 W8-16 PAN-21`443: GD4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)
GR4S,ED4S,AR4S Double-Car(9'2"to.16'2"wide)WINDCODEO W8 Garage
Door with Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 1.04791-Rev04.1)df
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:Solid doors(no glazing)or doors with optional FL16546 R5 AE CBPC 1312.11-A.ndf
impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.4 04 W6-16 PAN-21`153:73, 1500, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide)
75, 190,84A,94,42,48,55, WINDCODE@ W6 Garage Door
4RST,6RST,4RSF,6RSF,GD5S,
GD5SV,GRSS,GR5SV,ARSS,
AR5SV,ED5S,ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 104710-A-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:+36 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed (V_ult): 170 MPH.Solid doors(no FL16546 R5 AE CBPC 131211-A.odf
standard glazing)are impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.5
http://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFg... 1/7/2016
These Tables Are For GARAGE DOORS.IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
Table R301.2(2) of the 5th Edition FBG Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
0160 EXPOSUREB 9'x 7' Door=+24.3 -27.5
7160 EXPOSURE!B 16'x 7' Door=+23.3 -26.0
❑160 EXPOSURE C 9'x 7' Door=+29.5 -33.3 (1 story and max 15'
❑160-EXPOSURE-C 16'X-T Door=-+-28:2--31:5 mean roof height)
❑160 EXPOSURE G 9'x 7' Door=+34.1 -38.5 (2 story and max 30'
❑160 EXPOSURE C 16'X 7' Door=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
F-1 160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30'
❑160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height)
❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7' Door=+20.4 -22.7
❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15'
❑150 EXPOSURE C 16'x 7' Door=+24.7 -27.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30'
17150 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height)
7150 EXPOSURE D 9'x 7' Door=+31.4 -35.5 (1 story and max 15'
❑150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof height)
7150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 story and max 30'
7150 EXPOSURE D 16'x 7' Door=+33.9 -37.7 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered) `
Miami Dade N.O.A or Florida Product Approval#
. j
I