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Product Approval
USER:PubBt Us¢r
j,:r_rm:fscA,Prrv :I?€girg>P:j;^ar.?of AobYra irr-+;_,a,= > ,€�*a=eaE;gn;.;st>Application Detail Y
s
FL FL16107 R10
Applicatiori Type Revisftsn
Code Version 2037." 1 j e^�
Application Status Appro4ed,..._ �ECEI V Et
Comments p
Archived . FFB 33 2019
Product.Manufacturer Clopay Building Produc CSTip ie CountYr Permitting
Address/Phone/Email 8585 Duke Blvd'.
Mason,OH 45040
(513)770-6062,
mwesterfteld@clopay.com
Authorized Signature Scott Hamilton
snamilton@ciopay.com-
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
i ',`t
'> Category Exterior Dooms
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
nomad
Florida Engineer or Architect Name who developed $cott Hamilton
the Evaluation Report
Florida License PE-63286
LLQuality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Vaiidated By Gary Pfuehier
Validation Checklist-Hardcopy Received
Certificate of Independence F�1u1 7__�k __C1_s=r€;`r inE" nt_�dot:nri .,_ _`ratidatscn E ilii
^W�s`2307 R1 .tet Ctl. tira!ei7�� t cn 1€;dependence-cf Eva3"qa1t9'=Ea_..n-�.
5cotLHam€1to0 12D424.�`�
Referenced Standard and Year(of Standard) 5tandard 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
EL-low-aan_E10,I v , FS - F)ASN
!A.It'zav,p�r
z.10Eo6r� 2017 C-DOSN1,5 15-1191-JIK-0-0-E
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/14/2017
Date Pending FBC Approval 08116/2017
Date Approved 10/10/2017
Summary of Products
Page 1 3.0'111211,
Go to Page
FL# Model,Number or Name Description
16107.1 01 W6-16 DSIE-1F171.-,4306, Double-skin Insulated EPS.(exterior skin 27 ga.min.; Interior
4301,4310,HDG,HDGL,HDGF,66, ski.n.27 ga,min.)Double-Car(971 to 16W wide)
66Gj 67,67G,68;SP200,SF200, WINDCODEG W6 Garage Door
SE200,6200;6201,6203
'Limits of Use Installation Ins,tructions,
Approved for use In HVHZ-Yes EuK10--tPle, 11- 104724-A
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
` AE Ci3PC-
Other:Max.Wind Speed(V-ult): 170,MPH.Solid doors or FL161:07 _2:c212 A.Cd
doors with optional impact-resistant glazing are Impact- Created,by independent Third Party:No
resistant(large missile
le impact).
16107.2 02 W6-16 DSlE-IF171:431D0, Double-skin Insulated EPS(exterior skin:27 p.Mim,interior'
4301;4310j HDG,HDGL,HDGFi 66, skin 27 9a.min)Double-Car(97'to 167"wide)
66G,67,67G,68,SP200,SF200, WINbCODE@ W6 Garage Door
SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved f6r use in HVHZ:Na
Approved for use outside HVHZ.-Yes Verified By:Scott Hamilton FL PE 63286
Impact Resistant.No Created by Independent Third Party: No
Design.Pressu I re.+38 PSF/-42 PSF Evaluation.Reports
.Other;Doors With standard glazing meet the wind load FI_1610� ki(i AE C6PLCj:
requirements. I of the building code but DO NOT meet the Created by independent Third Party.No
Impact resistant:requipe ent for windbome debris regions.
16107.3 103 W6-15 PAN-21F153: 73",75,8,4A, Steet Pan(min.25 ga,)Double-Car(97'to 167'wide)
de)
94,42,48,428j 413B,4P.ST,6RSTl:Impact-
WINDCODE@ W6 Garage Door with Optiona
GD5S,GRSS,ARSS,EDSS Resistant ites
Limits of Use Installation Instructions
Approved for-use in 14VHZ-.Yes FL16i07 RIG 11_104710,A-!Rev03-!sioned.od
Approved for:use outside.HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
IM pact it�it;iiiitant:Ye S* Created by Independent Third Party: No
Design Pressure:. +36 PSF/-4'2,PS F Evaluation Reports
Other:Max.ILlltWind Speed(V_ ): 170 MPH.Solid doors or FL16IQ7 PIQ AE CBS-1?1212-A.adf
doors with optional Impact-resistant glazing are impact- Created by Independent Third Party:No
resistant(large missile impact),
16107,4 04 W6-16 PAN-217153: 73,75,84A, Steel Pan(min.25 ga.)Double-C6r(9'2"to 16'2"wide)
94,42,48,42B,485,4RST,6RST, WINDCODE(&W6 Garage Door
GDSS,GRSS,ARSS,ED5S
Limits of Use Installation Instructions
Approved for use in HVHZ:No
'04rf-1
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 PSFEvaluation Reports
Other:Doors with standard glazing meet the wind load �_R_P!_12_T2U_A_-Pdf
requirements of the building code but DO NOT meet the Created by Independent Third Party:No
impact resistant FeclUirement for windborne debris regions. I!
'T
05 A-16-PAN-217143: 84A,94,98, '5Le6l:Pan,(Min..24,ga.)DoUble;Car(97'to i6`2"`wide)
16101.5 ro! with Optional impact-
48,488,4F,4RST. WINDCOpE@ W6 Garage Door
Resistant Utes
Limits of Use Installation Instructions
Approved.for use.In.HVHZ:,Yes (Bl;61f37 R I' 10��53-A RcvO�-soneC pd`
A.pprcved:frir-use outside HVHZ;Yes Verified By; Scott Hamilton FL PE 63286
Impatt ResistatitE Yes Created by Independent Third Party:No
Oesign:Pressure:+38 PSF/-42 PSF Evaluation Reports
Others Max,Wind Speed(V_ult): OD MPH.Solid doors or F+�i^107 R10 AE CS C.
doors with:optional impact-resistant glazing are impact- Created by Independent Third Party:No
resistant(large,Missile.Impact).
16107.6 106 W6-16 PAN-21`143:84A,94,98, Steel Pan(min.24 ga.).Double-Car(9'2"to 16'2"wide)
48,48B,4F,4RST WINDCODE@ W6 Garage Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI6107 RIO II 10475s E Rev02 sig^ed
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 tL1�M17__FJ0_.nE_.C5.PC '__i -A 'l0f
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
Impact resistant requirement for windborne debris regions.
16107.7 07 W6-18 DSIE4FI71: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.;Interior
4301,4310,HOG,HDGL,HDGF,,66, skin 27 ga.min.)164"to 18'2"wide WINDCODEts3 W6
56G,67, 67G,68,SP200,SF200, Garage Door with Optional Impact-Resistant Lites
SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Fi�.I6] 12 II 10475+-F-RavO?-}ione .pEf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Inipact: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 ELIM,907 P,10 AE CBC
doors with optional impact-resistant glazing are Impact- Created by Independent Thlyd Party:No
resistant(large missile impact),
16107.8 08 W6-18 DSIE-1F171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min,;interior
4301,4310,HDG,HDGL,HDGF,66, skin 27 ga.min.) 164"to 18'2"wide WINDCODE@ W6
66G,67,67G,68,.SP200,SF200, Garage Door
SE200,6200,6201,6203
Limits of.Use Installation Instructions
Approved for use in HVHZ^Nai'k 6 9' RIfi II._104751- : ev02-5ioned_ •'if
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 F1,16107 6107 RIO Ay GBPC lei-LkZ `
requirements of the building code but DO NOT meet the Created by Independent Third Party:No
impact resistant requirement for windbornedebrisregions.
16107.9 49 W6-18 DSIU-IF171:9200, Double-skin Insulated PUR(exterior skin 27 ga,min.;interior
9201,9203,HOP20,HDPF20, skin 27 ga,min.) 164"to 1812"wide WINDCODE®W6
HDPL20,7260,720`1,7203,8200, Garage Door
8201,8203
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F_ 1f-,Ii?_ a0 1T 1(?47`.r7-ti`-R_r_v02-s orie:i..;± F
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 1`'-16107 RIO AE C[iPC' 12?212-A.pff
doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No
resistant(large missile impact).
16107.10 10 W6-18 DSIU-1FI71: 9200, Double-skin Insulated.PUR(exterior skin 27 ga.min,;interior.
9201,9203,HDP20,HDPF20, skin 27 ga.min.)16'4"to 18'2"wide WINDCODE®W6
HDPL20,7200,7201,7203,8200, Garage Door
8201,8203
Limits:of Use Installation Instructions
Approved for use in HVHZ:No E!iii z7 R1C II i(lg7'_7R?y05re�f.p4T
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 E;16167 R=c
requirements of the building code but DO NOT meet the Created by Independent Third Party:No
impact resistant,requirement for windborne debris regions.
1607-ii 11 W6-18 PAN-2F153: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(16'4"to 18'2"wide)
94,42,48,426,48B,4R5T,6RST, WINDCODEe W6 Garage Door with Optional Impact-
GOSS,GR55,AR5S,ED5S Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Fi 1`=;(i' rt1 F II tt;4.7.6.- - WUG ian-1 f
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 or ~_;fj 7_R10.A.1` CEPC 1212.11-A.ndf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107,12 12 W6-18 PAN-2F153: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(,i6'W'to 18'2"wide)
94,42,48,42B,488,4RST,6RST, WINDCODEO WG Garage Door
GD5S,GRSS,ARSS,EDSS
Limits of Use Installation Instructions
Approved for use in HVHZ:No
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:Doors with standardrglazlrg.meet the wind load FI�$L07 RIO AF CBPC 1?_1112-A.pdf
requirements of the building cbde.but DO NOT meet the Created by Independent Third Party:Yes
Impact resistant requirement for windborne debris regions.
16107.13 13 W7-18 PAN-21`143: a4A,94, 98, Steel Pan(min.24 ga.)16'4"to 18'2"wide WINDCO DEO W7
48,48B,4F,411ST Garage Door with Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes EtI S17 R10 If 104762-P.ev02-s=nnedLpdf
Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286
Impact Resistant :Yes Created by Independent Third Party:No
Design Pressure:+41 PSF/-46 PSF Evaluation Reports
Othert Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL Q�,07 RIG 1`.PCi :Z'I2,-7-A.Ddf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No.
resistant(large missile impact),
16107.14 14 W8-16 DSI&IF171: HDG, Double-skin Insulated(exterior skin 27 ga. min.; interior skin
HDGL,4300,.4310,4301,:66,66G, 27 ga..min.)Double Car(9'2'to 16'2"wide)WINDCODE®
67, 67G,68,6200,6201,6203, W8 Garage Door with Optional Impact-Resistant Utes
SP200,SF200,SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLI6107 R10 U_j2fa?`_'•G-Re;i',?-s gn g,d.udf
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 Ft_1I107. 10 AF CBPC 121232-A.od[(
doors with optional impact-resistant glazing are impact- Created'by independent Third Party: No
resistant.(large,'missile impact).
16107,15 15 W8-16 PAN-21`143:84A,94,98, Steel Pan(min.24 ga.) Double Car(9'2"to 16'2°:wide)
48,48B,.4F,4RST WINDCODEC W8 Garage Door with Optional Impact-
Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI-'=6_117 R1r� II 104114 get02 sipped:
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/-50 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL_7.9 RR;::__gE CBPC 2f212 A,g r
doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No
resistant(large missile impact).
16107.16 16 W8-18 DSIE-11`171: HOG, Double-skin Insulated(exterior skin 27 ga.min.; interior skin..
HDGL,HDGF,4300,4310,4301, 27 ga. min.)Double.Car(16.4"to 18'2"wide)WINDCODE&
66,66G, 67,67G, 68;6200, 6201, W8 Garage Door with Optional Impact-Resistant Lites
6203,SP200,SF200,SE200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL .0791_9Q.-_11047 Revt:3 cinnLr nrif
•
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/-50 PSF Evaluation Reports
Other:Max.Wind Speed(V_uit): 170 MPH.Solid doors or f-:.W R10 AF Q3P 121212-ei.odf
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
16107.17 17 W8-16 DSIU-1F171: 9200, Double-skin Insulated PUR(exterior skin 27ga.min.; interior
9201,9203,HDP20,HDPF20, skin 27 ga.min.)Double-Car(9'2"to 16'2°wide)
HDPL20,7200,7201,7203,8200, WINDCODEGS W8 Garage Door with Optional Impact-
8201,8203 Resistant Utes
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 RIG it 1 4778 Rev03 sic nect.od�
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63266
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 FL1G107 R10_!E _CBPC _a f;
doors with optional impact-resistant.giazing are impact- Created by Independent Third Party:Ivo
resistant(large missile impact),
16107,18 18 W8-18 DSIU-1F171:9200, Double-skin Insulated PUR(exterior skin 27 ga.min.,interior
9201,,9203,HDP20,HDPF20, skin 27 ga.min.)16*4"to 187'wide WMDCODE0 W8
HOPL26,7200,7261,7203,8200, Garage Door with Optional Impact-PegIS,tant LAOS
-8201,8203
Limits of Use Installation Instructions
Approved for use in HVHZ-Yes Fi-16107 RIO 11
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/-50 PSF Evaluation Reports.
Other:Max.Wind Speed(V_ult): 170 MPH,Solid doors or ELL0.1-02-RILA-E_Cl�pc_
doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No
resistant.(large missile impact).
16107.19 19 W6-16 DSIE-11`471:GD2SP, Double-skin Insulated EPS{exterior skin 27 ga.min.;Interior
GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Double-Car(9'2"to 162"Wide)
AR2LP,ED2SP,ED2LP,4302, WINDCODE@ W6 Garage Door with Optional Impact-
HDGC,6202,MFC68,4305,HDGR, Resistant Lites
62051 SFR68,MFP68
Limits of Use installation Instructions
,Approved for use in HVHZ;Yes R.16107 PIQ 11 3.047-15 -�_!evlo�__Sfar
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 LLE6*--Q.7-EIILI-i%[-:--C�5-.P-C-,1-417-:1,-1-1.2iff
doors with optional impact-resistant glazing are impact- Created by Independent,Third Party:No
resistant(large missile impact).
16107.20 20 W6-16 DSIE-1F471:G02SP, Double-skin Insulated EPS(exterior skirt.27 ga.min.;interior
GR2SP, GD2LP,GULP,AR2SP, skin 27 ga. min.)Double-Ca�. (9'2"to 167"-wide)
AR21-P, ED2SP,E62LP,4302, WINDCODE0 W6 Garage,Dobr
HDGC,6202 MFC68,4305, HDGR,
6265,SFR6�,MFR68
'Limits of Use Installation Instructions
Approved for use in HVHZ.No EL�kI I
_JUMS-Ei:�03- j9LQLdf
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 &Ii107 RIO.AE CBPC 130214-A.pci
requirements of the buildiiig code but DO NOT meet the Created by Independent Third Party; No
impact resistant requirement for windborne debris regions.
42
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aacts Alexic
corytactus::;icicij ala;r Stone Pead,Tallahassee FL 32399 Phone:SSO-487-I82
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Product Approval AcceptS.,
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December 1Z, 2012 (revised 8/28/1.5)
Evaluation Rep.ort for Clepay Building Products Company Sectional Garage
Doors, W6 through:W8'
1 have evaluated the wind load door designs as shown on rhe drawlhgs listed
below. I have reviewed the test,rep.orts, which were generated by accredited
Independent laboratories as "required by the,relevant Florida Administrative
Rude, the engineering rational analysis, and the product drawings;.The test
reports are,listed:below. Assembly testing was conducted by.Amerlcan Test ;.ab
North Carolina. Component.testPng.was conducted by HETI and ETG.
For the doors listed In Tables 1 through 5.. Static Pressure Tests were
c+�'riducted,in.accordance :with TAS 202-3:.994, ASTM-E330-240'2 and
.ANSI/DASMA 108=2005. Missile Impact and Cyclic Pressure Tests were.
conducted In.accordance-with TAS 2414994.,and TAS.203-1994 anal ASTM
Ei;8:$5-20105 and.ASTM 8.1996-2009,and-ANSI/bASMA x.15-2.005. The pressures.
listed-on the drawings are, either direct results of these tests or- re.sults.obtained
through .engineering ratldn6 analysis bese�d on actual.tests. I have concluded .
that the door designs listed. below:in Tables 1,through 5 are in compiiance:wlth.__
these High Velocity Hurricane Zone.test'requirements of the Florida Building
Cade: and therefore arcs qualified as impact-resistant assemblies (large missile.;.
impact).. -
TQBLE : Drawirts for earsi1 M r• Product od M C
104710 A4Rev03;;, max. don sy ze 16 2 x` 16'0.`; -i 56/ 42 PSP. ( esA`on Oa
104761 :A.-R�v42, .max. door ifte 18:,2" x 16'0"'; 416J 42 PSF` -(desi'gn 1 oad
0
O : A-RevO :, main. door size 16 .2 ' x 161 0" +38 -42 PSF (design: load)
1047.62 Rev02; max.. door size: 1812:" x 16'0"; +41/=46 psi design :load) .
10475.4 02, max. door size_.16`2 x x.6`0"; +46,/-50 PSF design load) .
g I
104724 A-R6yO3; Max. -door .size 16 x 16.'0";, + :8/ 42 PSF (design oa.>
104751 A�40VO , 'max. door size 18:'2" x, 16'0"; +38/'-42 .P5F (d'esign lead
1047.36 Rev03, max. door size 16'Z x 16'`0'; .+461-52 PS;r Msi�p
sign load)
104752-Rev03,.:max. ..door size:l8"2" x �6'Q" +46/-50 PSF 7aad) ...
ABLE 4:- rawincis for doors with Manufacturl roduct-Co-d-el P51U-4FI711
1047:77 A:-Rev02.,. max. doorsize 1+8112" x � 0..,: +3:8 =42 PSF : esi gn. load).-.
10477$ RevO3,� max: door size 16'2" 'x 16`0"; +46/-52 RSF (design load?
104779-Re'03, max. door .size 18''2" .x 16.'0' ; -06/.-50 PSF (d0i gn l:aad)
TAi3LE 5r:.Drawinas.forProduct
104439 Rev02, male: . oor s ze9 ' x, 12''0 +47/-5S PSF Cdesign: as
PAGE I F 4 Fu: Wc_121212-A;3
EVALUATION REPORT FOP CLOPAY BVI LOING PRODUCTS COMPANY SECTIONAL GARAGE Doms,W6^W8
104998-Rev00., max, doer size 1.6'2" x 1.21:p"; +41/-47 PSF. (designs load)
For the.doors In Tables 6.through 9, Static Pressure Tests. were conducted in
accordance with A8TM-E330-200'2 and ANSI/DASMA 108-2005. The pressures:
listed on the draW!ngs are either direct.results of these tests or results obtained
through engineering.rational analysis based on,actual.tests:.1 have concluded.' ;
that'the door designs listed be'low`In Tables 6.through 9.are in compliance-with
these .test requirements-of the Florida Building Code.
AftE.6; with, rt Product od NPMPAN-2FIS3,
104710-B-.Revt.3., max. door si. ze.16'2" x 16'0„; +36/-42 PSP (design oa.d: ) .
104761-B-ReV02, max. .door size 18'2'" x 16'0";. +36/-42 PSP (design load)
TABLE 7,. Dra-w--irgis-for doors. with MaoWfgalgingr du t odeMPC .PA
104753.--8-ReVd2, max. door' size 1612" x 1610";; +38/-42 PSF (desi;gr� oad).
TABLE Sc Drawings far.dcot wt D
104724 s�Rev03, .max. :door size x 6 ; +3 -4 PSF (design load`
1.04.751-e�-ReV02: max. door size 18`2 x 16'0";. +38/-a2 PSF (design load)
Dravings a -1F1'7
104'777-s•-R`eV02, max. door size 18`2 ' x +38' -42 PSF (desfign Load)
Test.RQntarts c
ATL-Q801 01-12 (8/15/12), ATL-0813.01••12 (1.Ql9/12), ATL-101.5.01-12
(1.1/3/12)r iATL-111.3:01-12R(2/18/13)., AATL-1107;:01-12 (1.1/20/1.2), ATL-
1023..01.12 (11/13/12), ATL-1:009.01;-12R. (1,1120/12), ATL-08.27.01-12
(10/9/1:2), ATL 0123.01-14 (9/3/2614), ATL 0121,01--15' (2/6/2015). These
reports document..compli'ance with'the.TAS testing standards and are signed
and sealed.,by David Johnsen, FL PE 6:1915.
Product. Description for docirs with.MPC PAN,2EM
These:doors consist of 2"thick steep pan sectlons with resin. 25 ga.
(0.019") skins. The steel skin Is at least.G40 DDS per ASTM A653, The
maximum section height.is 21.".. These doors may have optional Impact-
Resistant Giazing,, Optional Impact-Resistant.Glazing is a one-piece Injection- . .
molded front frame and glazing: The following. models are at.least structurally
equivalent to the tested..d or; 84A, 94:, .98, 73, ��, 1500,,1901 OAST, 4F,A.RSF
6R.ST., 6RSF, 48, ,4$B, 42, 428, 551 55S, GD5S., GDSSV, CRSS, GRSSV, ARSS,.
AR5SV, EDSS, EDSSV.. Not all remodels may be shown on a. given:drawing.
Product Description for.d4ors with MPG PAN-2F143•
Th-ese;doors consist of 2U thick steel.pan sections: with min. 24.ga, . .... ....
(0.022") skins, The steel skin Is at Ieast.G40 DDS.per ASTM A653, The
maixImum section height is 21". These doors may have optional Impact
Resistant Glazing. Optional Impact-Resistant Glazing is a one-.piece lnj.ection-
molded,.fr:4n :frame and glazing' The,following models are at least stt-u.dturaliy
PAGE 2 OF 4 FILE:CDPC:121212-A.3 .
EVALUATIONRep=FQR CwPAY SUILOING:PAOPUCT$COMPANY SECTIONAL GARAGE DOORS;W6--W$
aq,ulvai'ent to the tested.door. 84A, 94, 98, 4R-ST, 4F, 48, 488, Not all models.
may be shown on.:a given:drawing.
Product Descriptlon-for doors,wt , M2C DSIE;-!F171 t
Th-ese doors consist-of':2" double-skin Insulated sections with an-"EPS core
laminated.-to both skins. Soth inner'and outer skins are min; 27 go, (0,".01 "�
G40.DDS per A9Ti A653.-The maximum sectlon.height is 21r'..These doors_
may have optl0opf"Impact Resistant Glazing (-IM)..Optional Impact ResisCant:
Glazing (IM) is..a one-pee injection-molded front frame acid glazing: The
following models are at;least:structurally equivalent to the tested door: 434.0`,
4301., 4310, HDG,. HDGL,.HD.GF, .66, 66Gs 6.7, 67G, fi$; G20.0, 6201, .62b3;
$132001 SF200, SE200. Not all models: may be shown on.a given drawing.
Product Descriptlorl for door with MPC pS°IU-1Fi.:7
These doors:consist of.'V double ekiri irisuiated sections .with.
polyurethane; Insulatl6n fbarned in place between both skins; Both inner and.
outer skins erre ruin.: 27,ga. 10`.016.11) G40 DPS per ASTM A653. The ma'(IMUM
section height'is: 21"..These doors:may have.o,ptional Dipact-Resistant.Glazing,
Optional.Irndect-Resistant Glezi;ng is.a,one=piece injgctron ;molded front frame
and;glazirtg. Th'e;fllowing, Models are atlast structurally equivalent to the.':....
tested-.door: HDIP20, HDPF20.; HDPL20, 720.0-, 7201, 7203 `'0.260, 001., $. 1
9204,°4201, 9203, Not all,modelsrimay be.shown on a given drawing.
product.Descrlption far doors with M-EC Wriso.9
These-clo,ors.consist of. 2-3.3/W'custom wood door.sections with
hemlock rails4nd stiles and decorative cladding and overlays. The.rhaxlmum :.
section height !s 2$' These doors may have optional Impatt-!?eslstont Glazing... .
aptlonal Impact-Resistant'Glazing.is certf led laminated glass as detailed on.the
Individual.drawings:.The:.following models are at:least structu-ally-Pquivaient to
the.'teste'd..door: CR800, MR800, CH900, CRDnnn.. Not.all mod eIs.may'be.
Showa on.a.:glven drawing..
Imoad Resistant Glazing.
CIM)'.-.
The optional impact resistant:glazing is'ah injection-molded
polycarbonate front frame and glazing (GE LWN SLX2432T):that is an
approved..Cl..plastic.in-accQrdanee with:testing required by FBC:-B.26lr2. .
Approvsl:based.an revlew:of the oila.wring: a tsi
HETI-06-A002,ASTM G185,; HET- 1-06-T, 5.06 ASTM D638 (before), HETI`=06-T634:
ASTM D638 (after); E.rC-06-1024-17496.0.ASTM 828431 ASTM 0636°, ASTM
01929.. .
LI >itations:
Tie drawing(s).cited.above are an:explicit,part of this evaluation report.
The text of this.report .dries.not attempt'te.:add'r'ess all design.detaiis.:and.:relies..
on the. illustrations and text of these dra*wings as well.
PAGE 3 OF 4 BILE:C PC_I2j212'-A 3
85IALUATION:REPOR`f FOR.GLOPAY BUILDING PRoDUGTs coMPANY SECTIONAL GARAGE DOORS,W6—W8
Jarirtbs, lintels; sills or other structural elements. required to prepare
openings are not covered. The.design of the.supporting structural eleMents
shall be the responsibility of the professional of record for the building or
structure 4ndz in. accordance.with current bu;ildint codes for the loads listed on
the drawings) referenced above.
Installation :requirements per the relevant Florida .AdminiStrative..Ruie,-
Inciuding.attachments,.are detailed ort.the drawing,(s) listed above. Installation
must.he in accordance with manufacturer's installation instructions arid. must
be as shown on the drawing(s) listed above. The. manufacturer's licensed
design professional listed on the drawing(s).has reviewed the, attachrhent
details and, installation requirements.
Signatures I HA40rj
,,..,...
s
No 6.3286
Scott . lton, P. ,
Floelda.P. E. No. 6328 �b s
STATE OF
/ v 9
%X
IV N
yi N Ali°4�'1
PAGE 4 of 4 FILE:CVC-121212-A.3.
..........
'CLASSIC' RAISED PANEL'L" .........................
Bliss DOORS 'CARRIAGE HOUSE' RAISFD PANEL REVISIONS
...... EMBOSS DOI)Ps iizul
0. ZONE: DAI f; DESCRIPTION
H17DI:I_S 24 GA 2S GA 25 CA 24 GA 25 GA OF 4 [R—Ev.
.c.._...-___.—
__
.........___ - I
CLOPAY 84A. 94 :11 ?t� 98 CLOPAY GUSS, GR5S 03 J.6j2
IWAL 4Rs 7.-j 6,Fm 2RSI 4F. HOLMES 'ARfj<*IRY' ARSB ......
HOL14ES 46. 48B 142, 42-1s --7— -
IDEAC CARPME-HausE. ONE.STANDARD INTrIZUED.1-TE STILE RMW-EN FACH fk',BQSS
-fRT rj;uSjj LOCATION. MT9�VIED W/ TOG-L-LOC(TO' & BTM)AND
SHORT PANEL.
UkOHANE ADtIESIVE (ALONc cmm).
A "CLASSIC" SHORT'PANR DEIIGIN SHOWN. GALLEFry SHORT PANFI. AND 'CLASSIC'
I-ONG PANEL ALSO APPROVED: SEE TABJxS BELOW f`'
JR ount-S.
111111* IIA711111 .1 BE STANDARD OR . EXTRA SI)LES k%Y Lr� AN HYA�fEL) OR
:T RESISTANT GLAZING,'ONLY Sri 13 CommERCLAL-(LONG PANEL).SEE TABLES BELOW.
NO IS APPROVED. SEE SECTION 13 R ON
SHEET TWO FOR DETAILS, (Gt,%ZN1.1G SI-IOWN IN =GLAZnz SHOWN IN 10P SECTION.
INTE'RMETYArE SECTION.)
P2
/0 -fl
y
MEW -8-(SEE SHEET THREE).
.. ...........
C
z M
—MEW "C' (SEE SHEET 71-W.E).
I ILL
14E. CA END SDIES ATIA.CHEV'10 . ...... 7T
'R
8A 001, SK04 WITH PATENTED
OR �1
....................-
i -L-LOC SYSTEM IfTop, BOTTOM A
CENTER). AT.TACH14O.TO TO
RAIL WITH PATENTED
TOG-L-L.GC SYs
...........
TEM,
............
TWO P0114T LOCKING
irm TRACK. P4 F=711
_-W
..........M
........
A OPTIONAL,OUTSADE.NEYFu LOCK POSITION__(2) LHR TOP BRACNETS.USED AS .
----------- MAX. DOOR WIDTH INNER POTTOM.SRAJ:KE7
(1) 3-JN.KLL47FZ CARRIER (P/N
0:1203P4) USED IA911.1 3- TRACK. SNAP LATCH ENGAGES
I,OC,A:j ON OF' OPTIONAL VENTS. TOTAL VENT OPE14INCS: 60 IN' PER VEHICLE,TIf' ONTO VERTICAL TRACK.
r'0, STILE.
DUDA, HEIGI IT Sri ONE SNAP NAP LATCH ON
SIDE,OF,DOOR.
-CLASSIC'RAISED PAIL'-CH-r03'.-MORS RAISCI; SLIDE DOLT LOCK
P PART'.C"Wra
/-ENGAGES INTO
END ERTIC
V, AL TRACK. OUTSIDE
.IX-111 10 6 e or STI) .Or CORK .41IRT PMEL STILE. k�l
R WIDTH STILES: INAW wilFrIt griTERK m lt.0 ONE LOCK 0?1 HANDLE L
7 (FzR cprR IECIILF INTEM,ZT, Xi4 PAR
Sec 1G,] w-.1) S'C";D4, EACH S!DE OF;
12'6' TO 1-1 in-In it (PER twr WORTH. TrIMS OUTSIDE NO ENGAGES IN
R SECTIM Ow?. -YET) E :RACK ON
Xc
9 STILE.
ZJLM�t-I__ — ur�. _2_.-
16'D' 1"'n, 7- 75.-�irj irF iN RANDLE. EACH SIDE
IQ.-._-_
"TIOR HQbPf7iFj�'— sce 6i EXTrA Tj�6175 Rw OF DOOR_
HA SEC StD,ES ON LMG Wlde l—,. 2 NSIDE HANDLE
I.QC Q?JTSOF KEYF19L�_I "TH
K OPT41N. 001 CK WITH
EXTRA STILES FOR LONG.—PANEL MODELS, JOCK BAR LOCKING.
COUVERUAL AREW.SIRE5 pEauftu AS more w
HAM14`,r, Aw
THE 7ABLES T
...... jHCSC COm.:R"A.cEhaR 5 ES ME.AITACHED 011WEENUE
E-ST04
STILES.CO"EIMAL CEMMAR ST"S ME 7013 06OR MCLrS OR"CEEDS-THE DESIQ4 t0vs FOR THE
It
RESiM w err.'"' —
AIIACHED MIA ct, &IIOrTou)OR(4)3116�Pop POLTS ULTHANT.WUM SPEXU�.LGIED OrLOI)i ACCORDING
DR f4j As SIN
v., t. P�TO THE FLORIDA
No 634816 MIDI WD CODE,OR'FHC INIEAN�krjOHAL vti.-L0.MC�COVE (SASED Orq
HA.NUrAI7TLJRI;r.P,."DPLICT CUM
AS FOR THE FODWIM;CONDITIONS: 3)ENCLOSED SHORT PANEL PAN 253
"Oj. 1,11, U
DOOR HAS 2. OF WIDTH w,nuplxr:Gf.. ENv:zoNL_i)
AND 4):TESTING IN ACCCROANCE WITH OrSIGN*LOADS; +36:0 P.S.F. A, -42,0 P.S.F. ►
ELA�L
ANY Rotor SLOPE, ...... 1zQL _Rk
3o STA E�' -sp T ",F. A PART NO.: N/A
OF Amwo.,,sw m.SITE Ecwr mcuLATicyc ey A cuAJk ED -I.. P�S Ic -63.0 fi.�:F.
I
C)% DESIGN PROFESSIONAL.MAY(AFTER. 011e
ke" is. 1,NDLUAD RATIW,,'
A. 85as Dkn P=md W
ULT LERANCES Ol
INATE VIND 5115_7712-4M
T0 Oil 15010 U.
IS5 146WO 3 ISO 1951 clopay IM. W-6'.' D P 33:0 1
SPEED 4mpm. 6 1.031 ews"pft�"--Ow, Y:-,: rc,Ns.sg770 4643.� . !. , . .
eft 1LttE t4XF1fTSURE . 7---.-..--- DO=. 4,015 OESCRIPYION.:-27 57EEL PAN DOORS:::I 6 !'vv(SEE TABLE FOR MODELS)
CATEGURY 0,C, 0 ft.C. 0 B.:C -5.C 8
.000 xr J*.005 - -4 S CA L E: ?ITS
DESIGN C.'N(UNFER:- — 4,01 ORAWN BY: SH
P.E. �,Itl R(A)E Hmil ?S.. . IS, CHECKED 1: SH
SCOTT )"yljou, 15, V' TE I
inS,�BDA 11C t VN".51wt4 OD-1.
........................... DIU(;. NO.:
U
4. FLORUED) A PR 0 DCC` APPROVAL 161007*
................._......._............................................._._._...._..._.....,._.._.._._,...._.
'CuAS ii'RAISED.PANEL F.NHDSS DUURS CARRIAGE HOUSE'.RAISED PANEL C14BUSS DDDRS SL+CET, --� RE.VISIONS.
MOK LS 24 GA•� 2�5 GA 2S GA
L 24 GA P011EIS' 2S GGA —z REV NO 'LUNE: DAT( ECN N0. AP1vD; DErCR1F+tIUN
Cl DPAY 84A, 94, 73 75 76; 7SL
59 CLLTPAY 'GAI.i FRY' - GL15S LVI
GRAS� � U3 - - ..SH 'afE R '+1CM.'NtSTORY�QM SHEET ONE,
-
Of '�
tDEAL 49S16RS7 FPST 4F RUCHES 'ARTISTRY' Ai SS
HOLES, :46 4d 8:.32, 42B- .ID£Ati: 1 "
:rCARRAGE.HOUSE` EE*3S• .
RI _
SHW(: LONG FLUSH SHORT'PANEL
D _.. �. p
l!,!F?A{ .RESISTANT..CO)J57RUGT1N: "
5Tk :ARLrEM !_:x_._C. Ci QTR{{ TG IQhl:
.. SOUiS.ODORS (NO CLAZtNC) OR"DOORSitTTH C),?pUNAi IMPAr EStSiANT GLAZING ARE OPTIONALDSH DR 1/9''AC'tft�J{;CITES A:gILAgLE. OPTIONAL ACRYLIC GLAZING IS
_ :IG+PACT-•RMSrANT. OPTION l
.. AU.INJECiIOhi-VIN F.L•LYCAHNONATE; TNf1NT FRAL.E'AND PLASTCOLIT£ gPHX-OR I.I. ITE CP APPPC4ED�=2 PLASTIC IN ACCORDANCE 74.TH:BC/FDC
GLAZING 1S GE'-LEXAN.SLY2A32T;AN APPROVED CC2 PLASTIC IN ACCORDANCF.'WITH 2606. '
IDC%roc 26D6 AND,AN:APPROVED.'CI PLASTIC 1N ACCORDANCE WITH FOG.2612. THE'CNTiRE DOOR ASSEMBLY'INSTALLED IN COMPLIANCE WITH NIS SEC'ITON McET5 THE
THE ENTIRE RE DOOR-ASSEMf3l.Y INSTALLED IN.COMPUANCE WITH THIS SECP014 HE'E:TS THE! �:VAND LOAD REOLRREAIENTS OF THE FLORIDA BUILDING UVE OR INIERNATLONAL BUILDING
. R .. ' .. , REGIONS REP:CHAPTER 1.6 FBC/8C. . .
_ ` ..((& htrT-� .. ) - v€NDBO14 is OF.MS
• CLD!'WIND"IAAFO 1S EEARCLM£A.NS. SMACtt MIS FLORIDAIEE iNPAC(1 t F:il5 ANT.I:D 1NTERtiAT10NAl.BUILDING C()DL-Bt1i ti .LEFT TFiE.IMPACT RESISTANT f cUO3,4ELiENT FOR l
SECTION [I= _ C159PACT RESISTANT GLAZING UP t tC}N) SECTION R—R (INQNti IMPACT RES!STr1Nl,,,,-C L A�i+RC (?PTIOy,} n
_:-
.. - FRONT FRAME VATH U.V. COATING ON OUTSIDE'SURFACE.
.. NOTE-THAT FRONT FRAME I,HARROWER THW
. _
MINI ,...:,.•-_.-.... .. ..IMPACT-RESISTANT FRAMr. .
125
:. OPTION At OECGFATA>< a1ULT1PCrRPOSF tEC.Ff f?f.(V rnPs .
Sw_lit IN= - , � �� (BETWEEN FRALIE AttO FA.. ,F): OF` _GLA7.ti.G
TdaLDEO.INSIDE .. .
LITE,RETAINER.'
/J! smi vUAAL 51L 6t:E ,>F.ALArar '•1�:6k3j4" PAN HEAD SCREW
(6£TtitlE£N STEEL SKIN AND PRAV,,8} {10 SCR+:LYS PER LII£)
i41PACT RESISTANT
ONE—PIECE 1NAI:C11014 {:LkWLYkfNE RETAINER FASTENED TO FRAME THI'1L [7
MOLDED GE LEXAN (10)Al x 3%4"PAW ICAD-MACmNE..SCREWS.
L.7 SLY24327 frim, U
FRA4fE&OWING. .. -
1
.,.,...._..__.____:....__�
IMPA.GT=RESISTANT ASSEMBLY CIFTAILS STANDARD ASSEMSCY DETAILS
DRAWINIQ •i 047101-A DBAvjimr. 104710.8
,,,,�o��
O,y��..
qj: SF •y
ti.
*�• N SHORL6NGTT PM1El OW'PAN -2F 5MCT 3 .
' d: �/�. �+ .DESIGN LOADS. t 36 O'P 5 F tc •. 32 O P:S,F a� NO.:LN/A
EST FtSG
A :. 'iLOADS: 1`� i .'S.F. 0 N S F. -
STA E OE fI/��` unGs9taled aid N_t _clQ 6e3.5 D tr-fiwicmtd 4IMDLOAr RATCHG,. A
AN' TOLERANCES... .H'� 34WOUS
G;• t.�3;- 4 �,eT.. Ta N �,s.;� .> � W E P-3.6 T.
OMp ,4D= o.1s OE$CRL(?TION .,2"STEEL'P ::t O012S 16'2"W (rEC TABLE:FDR MODELS)
OOD- .00s
.. '. , c}I.... 19/1i SCALE: NTSyt4C
DESIGN ENGINEER Dre2� a i�4' CHECK.D Y 5H DATE: 1Ij SHf t' z n ILC
SCOTT HAMILTON P;E m T LHELhC. . _ E' 11/ OF _...._
8 DAT . zGll L
. LlnkSp�14((A Qtr4:hYiLe ... —••:— :
C.LQ(?LDA l,ICc @gE,No_fii2T16 aurN 1065.AFr w wcKs.UNG. NO.; 104710—A/S VER IBC.
- 3 - - 2 �®: �c�n roc flncT �acn coy17
_._._..........r___..._._._
. .. _ �v'a'u:vxnv'c>1VrxxxAY#xi'•6J;xmr.��.+Y.avrrasa.x•_vaoesw':-,:•w:S.ti%d'f4K:bYd'V�`.3'/1b.V:':RkSItii.Y+v-iii"��i?Yx4:aux:'(x".4.3i5diS554�uk4iT..Fi!I::�srL::ix:iP.X'.::5:'xxii:it:N..:Nei:sl!:iizY.li!:4:!:[ix.K'.6i.�'kVs:Xa1.c.',-s!::liR;e59tYSilN.P}�'Y':�e:YrWWt.i:NCA`£-:SRS
LLASSI£'PATSLD PANEL.EMBOSS IMUR$ CLRRTAGE NbliSE' RAISE:II PAWL..E►1BdSS ARRRS "$HECT:- fiEViSif)NS
MODELS: 4 GA 25 GA 2S VA 2.1 GA � N[TTIE6S:. 25 GA 3,[)I 4• TTLY NCI. xUNL: O0.TE: ECN NO, APT'YU :DESCRIPTION
.. -. _
• ,CLEIPAY BkA,,:ja. ?'3, FS' ,7G,'t;R, yA GLT)PAY 'C1ALl.EP.Y' .GL1SS GR`sS,.'. 03�»m - - ST SEE-REYiSiCN r1;5rORYpN.SHEET ONE:
IDEAL dRST' .6RST 2kST 4F HOLMES 'ARTISTRY', _ ARSS..'
HOLMES 48, 408 4P.42D � � TAL'AL 'CARRfArX-HOW£' ms, :
'SHF_IRT' ._LMIG FLUSH SHORT PAW4L: .. _�� ^-2" mu ..�
U rrMORIZONIAL IT JAMS TO 5UF'PORTIt4S, f�U,QE URE ATt'ACIiMCPfT. (2).12 GA. cvLty. STEEL TOP ROLLER
� (NO I.24D fROLl.'DC10R)'
NOTE:1 ..' 25 GA. (0.01'3" MIN. 7fTf(,TCl _ - BRACKE TSTj2" :•5-3/S). EACH .
T• Aft THE LW.FROM TI+c DOOR IS TRAUiYERREO TO-TH£TRACK'ANO THEN-fliOM THE-TRACK TO ODS STEEL EXTERIOR SKIN�� BRACKIzi AIiACfiErJ.Wf(4) 1i94x5fA''SI EET
1TE.SFE RED,TO.°YP.(ORAD£ t, Oa,T3E 4100 .lAAIP.S.ND LOAD ra(1N T'flC ODOR 15 1WTT9.Go40 GALVANIZING,, METAL.SCR€A5. AbjUSIt�,SLE'SLIDE ATTACHED
it
(f jRANSF£RTI O,TO TH.EESsZ,UMI UM !.IGN.. SWO-ON PRIMER Ata?A TO
7 FOOT 1472Tti'.FL..uWII'SFkS R:IIAX3Aik7M OE$tCN LAAO OF 4'IRd`P;,EI".&`-SSfi lR.'RER Litif>F AN NL BRACKET 1 WITH(2) 1/d><7ff,."80175
FOOT Or:,sAil$. E3mtEO-UN POLYESTER
TOP COAT APPLIED TO BOTH AND 1a1lT5.PER T3RACttET-
1, ALL.;?.M$FASTENERS.MAY BE{RIII ARE NOT a£OflxY£O TO BE)CCktLtTERSU1tsi TO PRGvsOE h SIDES OF STEEi. SK7 ,
fA5TEH£R PUMP U0106ING SIRFALC. -
TYRE 4. A 1/3'5rRE5$INCREASE FOR MHO LOAD V*S tQf US£D IN TNE_-CALCULA11CN OF ALLOYrAM..E
LOADS F04•ANCF1ORs ANO FASTENrRS FOX{SrEEL:CoKPEre AND btAW4Rf. .
MAX OX
'HEP Vd> 14 GA. MIN. CALM. ROLLER MINCE.:EACH
.JOINTS
END STILES HINGE FASTT.NED Ti) S`1j(4)
/ 2-6 VERTICAL JAme -- �ia�/e SHEET±AETAL AND (2)
!!!/ 1/4"x.3/R SELF TAPPINr,SCREW,. SEE
L+sT'W
-
• '"8'.
CP.1E 4 T -RIRUT PEP-SECTION. (SfE lif'M
.. 'r s1fiA18:TO '"ISPP0.RTi, c"' "D`C E.4Ck%T. S'TR
�... -� _._Nfi...aJ.!'V4QLJRE A-iTAC6,Mf'IL7 .,+ •�� HiN,r iCJLr10*1 Y WITH i2j:H1/4'x3/4'At .L5ELi
. '007 TO 8E OSE.O FOR ATTACIRJENT Or TRAGI ANGLE TO 2,8 VERTICAL JAMBS OP.S.tIPYOTTr1NO STRUCTURE 4"TAIL TAPER STRUT. � r'.
...........__»._ �•.,.____,__ ) - 'fAGPIN4 SCR.Lr:a.
. Lsnxlulut-•
0.857" LITH.GALv;�STEEL.
.
ON-C£I1iER 50 ICS], MIN, ,
DISTANCE:' STEEL ..
BETriEii,. vAST1ERS
BUD:ONta-7y;1V _.. FASTCNER.TYPE FASTETIEaS'RECtULRED3 .
t INl�.CMT£t7 TAPrQti tRL+RE AiclmR r 1/-' 1 OO.Y
O s.AIN 40NCfiETC» t 0. r1 ERN £MSEO 7APLOtfi COtICRETF ATMTC'4 ..-"""�'-�$ 7 k'- 7 OO:
x,•�,�rr AvxR LTTE s EEyF!ulwy"tl5?B _
16-11'2- sRCTf. -
_»T.1!-il'Jl�c.✓,04� + 15..1 +SI.°....TE.i�..�L�'73.14T'J'-!T AAeX.4 TY7F Q f"VE.•:N:?t4.�....._.._......�......-»._ a' -.1• .^.i
sL.FP.wF fsvP DAA: .71.2.-T1gC..4r»FLT rAti-1u ALOT nT hit.E._: 1518.. NTffJN7. Ta ,..... .: :..
FIRST(T3a7TOMj ANCl1012 SIAf1FtNC A7 NO uuR£TIi4N IVU.F 4. iT MAXitdl,Lt ON CLNIIP PL4TA,'3CE. n,-tix�5T±,`tCNSTt1 0*11AUED'
AT t3'ASt AS hGH-AS-TNF Tit1PR W E1aTYG
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