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#90(0-0043
Nrociun Anw> >AyIA3cLion 6(sy>Application Detall REVIEWED FOR
CODE COMPLIANCE
i•. ;,:'it=.<' ! FL# FL16107-R1q
Application Type Revision �'P4 ��� ���
Code Version 2017 D
Application Status Approved _ B V CC(67�I
Comments BO
`/
Archived
Product Manufacturer Ciopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterFieid@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 ora Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida License PE-63286
Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
�• Validation Checklist-Hardcopy Received
Certificate of Independence 1=1_I6107, R10 COT d:erti('ication of Tr1de_gnd1 nc4, of Va ciakion Entity
Gark Pfuehler.pcif
FL16107 RIO COTtatP_mPnt on In ire�-Qndence of Fviluation Entity_
ScottHamilton 120424.bcif
Referenced Standard and Year(of Standard) standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2005
ASTM E199G 2009
ASTM F330 2002
TAS 201 1994
TAS 202 i994
TAS 203 1994-
Equivalence of Product Standards
Certified By Florida Licensed Professional.Engineer or Architect
DASMA 108 pnuLiv.pd('
FLIG107 R10 Eq
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 08/16/2017
Date Approved 10/10/2017
Summary of Products
Go to Page ® 'd Page 1 3
FL# Model,Number or Name Description
16107.1 01 W6-16 DSIE-IF171:4300, Double-skin Insulated EPS(exterior skirY 27 ga,min.;interior
4301,4310;HOG,HDGL,HDGF,66, skin 27 ga,.min.)Double-Car(9'2"to 16'2"wide)
66G,67,67G,68,SP200,SF200, WINDCODEO W6 Garage Door
SE200,6200,6201,6203
Limits of Use Installation Instructions
Approved far use in HVHZ:Yes, FL1610 111.0 11 '104724-A-Rev03-siqned.gdf
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.Solld doors or LL_16101 RIO AE CBPC 1.21212-A,I)d
doors with optional impact-resistant glazing are impact- Created by independent Third Party:No
resistant(large missile impact). I
16107,2 02 W6-16 DSIE-11`171:4300, Double-skin Insulated EPS(exterior skin'27 ga.min.,interior
4301,4310,HDG,HDGL,.HDGF,66, skin 27 ga,min.)Double-Car(97'to 167"wide)
66G,67,67G,68,SP200,SF200, WINDCODE@ W6 Garage Door
SE200,6200j6201,6203
Limits of Use Installation Instructions
Approved for use in HVHZ:No fL1_5107 RJQ J1 104_124-!j-ReV03-�ioned.»df
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 FL16107 R10 AE CBPC 1?1212-A.pdf
require the building code but DO NOT meet the Created by Independent Third Party:No
impa tant r ulrement for windborne debris regions.
16107.3 03 W6-16 PAN-2F153:73,75,84A, Steel Pan,(min,25 ga.)Double-Car(9'2"to 167"wide)
94,42,48,428,48B,4RST,6RST, WINDCODE@ W6 Garage Door with Optional Impact-
GDSS,GRSS,ARSS,EDSS Riesistant Utes
Limits r_o'fUse Installation:Instructions,
Approved for use In HVHZ:Yes FL161b7 RIO ii .104710-A-Rev03-sioned.pd
,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 L1jj,_1L7_R1Q AF CBPC 12 212-A.L)ff
doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact).
115107.4 04 W6-16 PAN-21`153,73,75,84A, Steel Pan(min.25 ga.)Double-Gar(97'to 16'2"wide)
94,42,48,42B,48B,4RST,6RST, WINDCODE@ W6 Garage Door
GOSS,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 standard glazing meet the wind load
requirements ofthe building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions.
16107.5 05 W6-16 PAN-2F143:84A,'94,98, Steel Pan(min.24 ga.)Double-Car(9'2"to 16'2"wide)
48,488,4F,4RST WINDC0060 W6 Garage Door with Optional Impact-
Resistant Lites
._
December 12,, 2012 .(revised :8/28/15)
Evaluation Report for Clopay Building Products Company S'eetional Garage
Doors, W6 through W8
I have evaluatedthe wind load door.designs as.:shown_ort the drawings listed .
below.'1 have reviewed;the test reports; which were :generated by accredited
independent laboratories as required by the relevant Florida Administrative
Rule, the engineering rational analysis-, and the 'prod.uct drawings, The.test
reports are listed.below. Assembly aestring was conducted;by American Test Lab
North Carolina .Component testing was conducted by HETI and ETC.
For the doors listed in Tables_1 'through S, Static'Pressure Tests were
conducted in !accordance with TAS 202-1994, ASTM-E330 2'602 and
ANSI/DASMA .108-2005: .Missi-ie Impact and Cyclic Pressure Tests were
conducted in accordance w th TAS 201_1994. and:
�i •
EVALUATION REPORT FOR'CLOMY BUMbiNG;PRODU&S COMPANY SE2T1oNAL GARAGE DOORS,W6.�WO
10098-Revoo j ina'x: 'door size 16'2," x 1216"; A-41%=47 PSP, ;(design load)
For .the doors in Tables G :through 9, Static,Pressure Tests .were conducted in
accordance with.ASTM-E3'30-7-2002 and ANSI/DAS.MA 108-2005. The: pressures
listed .on .the drawings are either direct results of these tests or results obtained
through engineering rational analysis based on actual tests: I have-concluded
that the' door designs listed. below in Tables 6 through 0 are in compliance with
these,test requirements of the Florida Building Code.
:TABLE 6; Drawihos for ci4or! With M I itnufatturing Product code{MPC) PAN-?FISC'
1047I0-g=Rev03;• max. door. size 1G'2" x 16'0'.',' +36/"42 PSF .(desi.gn 1 oad)
.104761-B-Rev02', max. door site 18:'2" x 16`0 +36/-42 ' si; (design "load)
TABLE 7: Drawinas'for do6ruwIth Man' factu'ring Product Code (MP(-_) PAN 21=_.1 3
1.04753-B-Rev02;, max. door size 16'2" .x 16'0"; -+38/-42 ,PSF (design load)
-TABLE 8• Drawings for doors-with Manufa4-1 a Prod ac _ Qde_(MPQ DSIE--1F171;_
10.4724-s-Rev03.; :max. 'door size 16'2" x 16'0";' :+38/-42 PSF (design 'load)
7.0,4751-B-Rev021; max. door size .18'.2" x 16'0",;' +38/=42 PSF (design load)
TABLE'9: brawlilcog for doors with Manufacturing Prod 'Ct Cod D8IV-1F171:
104777-.B-Rev02; max. door .size 18':2" :x 16'0",; +38/-42 'PSF ,(design load)
Test fiteports:'
ATL-0801.01=.12;(8/15/12);; ATL=0813.01-'12 (10%9/,12); ATL-1015.01-12:
.(11/3/12), ATL-1.113.01-12R (2/.x:8/1'3), ATL-1107.01-12 (1 .%20/1.2); ATL-
1023.01-12 (11/13/12), ATL-1009.'0.1-12R (11/20/12), ATL-0827.01-�12
(10/9/12), ATL 0123:01-14 '(9/3/2014), ATL 0121.01-15 (2/6/2015). These
reports document core plla`nce;with the:TAS testing standards and are signed
and sealed by David Johnson, FL P.E 61915.
Product'Descriptlon for doors.with MPC PAN-2 153.,
These' doors consist of 2" thick steel pan sections with :min. 25 ga.
(0.0,19") skins. The isteel skin is at least G40 DDS per`ASTM A653. The
maxIMUm.secti'on height Is 21". These.doors may`h'ave 'o'ptionai-Impact-
Resistant Glazing. ,Optional Impact-Resistant Glazing is a one-piece injection=
molded,front frame and glazlrng. The i:oilowing models are at:least structurally
equivalent to the tested door: 84A, 94; 98; 73, '75 _1500, 1
90, 4RST,`4F, 4RSF;
6RST GRSF, 4$, 48B, 42, 426, 55; 55S, �GDSS, GD"5SV,= R5S, GR5SV, AR5S;
AR5S.V , EDSSI WSSV. Not'ail models may be shown on a given drawing. .
Product b-oscription for doors:With MPC PAW2-17143:
.These door's-'Consist of 2" thick. steel pan sections with min. 24 ga.
(0.:0227) skins. The steel akin Is at least-G40 DDS pqr ASTM AG.53. The
maximum section height.is'.21".'These doors may have optional Impact=
Resistant Glazing., OptionaLlmpact-Resistant Glazing is a..one-_piece injection-
molded.front frame-and gldZ-Ing.'ThLz following models are at least structurally
PAGE 2'OF 4 FILE: CBPC_121212-A 3
EVALUXI`iON R&MT FOR CLOPAY BUILDING PRODUCES COMPANY SE016NAL`GARAGE'DOORS;,W6 W8
equivalent to the tested door.: 84A, 94, 98; 4RST,417; 48, 48B. Not all 'models
may be:shown. on a given. drawing:
Product'Description for doors with MPC DSI&-1F17-1:
These doors consist:of:2" double-skin insulated sections with .an EPS core
Iami.-*n 'ted�to both skins. Loth inner a.nd outer skins are min. 27,9a. (0'016")
DDS per ASTM A653..The maximum section height i5.Z1". These doors
may;h'ave optionalTmpadt-Resistant Glazing (IM). ;Optional Ii pact-Resistant
Glazing (IM) is a one-piece injection-molded front frame .and.glazing. The
following models are.at:least structurally.equivalent''to the .tested door: 4300,
4301-, 4310;. H.DG;:HDGL,:H'DGF,-66, 66G, 67, 67G,'681 6200.,.62011 62031
SP200, :SF200, SE200.'Not ali models may beshown on a given drawing.
ProductDescription for doors with MPC DSIU=.1F171:
These idoors consist sof 2" double-skin`insulates sections with
polyurethane insulation foamed in'place.:between both- skins..Both inner and. .
outer.skins.are min. :27 ga;; (0;016") G40 DDS per ASTM.A653._The maximum .
section heightJS' 21". These;doors ma:yhave optional impact-Resista"nt Glazing.
Optional Impact Resistant 'Glazing is a:one-piece`injection-molded front frame
and`glazi.ng.'The following models Great least structurally equivalent to the
tested door: HDP20, HDPF20, HDPL20, 7200; 7201, 7203,-8200,:8201; 8203,
;9200,;9201; 9203. Not all;,models may :be shown on a givendrawing
Product Description for doors wi h MPC.W-1899:
These doors consist of 13/1'6" custom wood door'sect(ons with
hemlock:rails.an'd stiles and decorative;cladding and.overlays The maximum
section' he! ht,is,28". These.doors may have optional Impact-Reslstant;Glazing,
Optional Ihipact-Resistant Glazing.is'certlfied'lamfnated-glass as detailed on the
individual :drawings, The following models are at'least-structurally equivalent to
the tested door: CR80% MR800. CH900.',, CRDnnn. Not all models may:be
shown ion a given drawing.,
,Impact Resistant-Glazing (IM):;
The-bptlonal impact resistant glazing is an 'injection-,molded
polycarbonate,front;frame and glazing (GE LEXAN 8LX2432T) .that is an
approved. C1 plastic ,in accordance with testing required by FBC-B 26.12.
Approval based on.review bf the following tests:
HETI_--06-A002 ASTM G1,55 HE-TI-.06' 566 ASTM 0638 (before)'; HETI-06-T634
ASTM D638 (after); ETC-06=102.4-17496.0 ASTM;D2843 'ASTM D635;,ASTM
11.929.,
Limitgtions.
The drawings) cited :above,are' an,explicit`part of this:evaluation report.
Th.e text of thus reporf does not,attempt to address all design details and'relies
on ;the illustrations and .text of these drawings as well.
PAGe'3 OF 4 FILE: CBPC_121212-A.3
{
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL'GARAGE Do0R5,W6—W8
Jambs; Lintels-, sills or other:structural elements required to-prepare
openings are not covered. The design of the supporting structural elements
shall be the responsibility df the professional of record for the building or
structure!and 'in accordance.`with current building codes for the loads listed on
the drawing(s) referenced above.
Installation requirements per the:relevant Florida Administrative Rule,
including .attachments, aredetailed on the.drawin.g(s) .listed :above. Installation
must be in accordance with,manufacturer's installation instructions and must
be as shown on theArawing(s) listed above. The manufacturer's licensed
idesign professional listed�on the drawings has reviewed. the_attachment
details and installation :requirements.
Sigriaturec %%%p�( „H!�S44T .,�
2
No 63286
Scott iton, P. .
Florida P. E. No. 63286
p:. STATE 0 F
rO
Date:
S/0 N A�� ���•
PAGE 4 or 4 FILE: CBPC_121212-A'.3
�
�
� 3
� TWO PO;NT LOCKING
,
�
_-___ IMPACT-RESISTAN7.OPTIONAL INJECTION-WOLDED POLYCA.RBO"A7E FRONT FRAME AND PLASKOUTE OPTM OR LUCrf-CP APPROVED CC2 PLASTIC IN ACCDRD�NCE YATH J8C/FBC
GLAZING IS GE LEKAN S�2432T.AN APPROVED CC2 PLASTIC IN ACCORDXNICE WITH 260&
______-___-_____---_'_-_-_'_____--�' '
'CLASSIC'RAISED P4%CL EM30SS DOORS RRIAGE HOUSE'RAISED PANEL EMBOSS DDDRS SIZE'. IREV. NO.1 ZONE:I DATE: I ECN NO.I APPV REVISIONS
MODELS 24 GA 25 CA 1 25 GA 2�GA MCDELS 1 25 GA 2 OF 4 D:I DESCRIPTION
RXVES 48.411 ID AL'CARRIAGE HOUSE' ED5S
im D
IMPACT-RES(STANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS(140 GLAZING)OR DOORS WITH OPTIONAL IMPACT-R I ESISTANT GLAZING ARE OPTIONAL DSB OR I/a_ACYRLIC LTrS AVAILABLE.OPTIONAL ACRYLIC GLAZING IS
�
ISC/FBC,2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FSC 2612- THE ENTRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
THE ENTIRE DOOR.ASSEIIBLY INSTALLED IN COVPLIANCE WITH THIS SECTION MEETS THE VIND LOAD REQUTREMENTSOF THE FLORIDA BUILDING CODE OR INTERNATIONAL BULGING
WIND LOAD REOUREVENTS OF THE FLORIDA BUILD'N'G CODE A74D INTERNATIONAL' BULDI,%G CODE BUT DOES NO MEET THE WACT RESISTANT REOUREMENT FOR WINDSORNE DEBRIS
CODE AND IS LARGE-AND SVALL-MISSILE IMPACT RESISTANT. REMONS(REF.CHAPTER 16 FSC/fSQ.
SECTION B-8 (IMPACT-RESISTANT GLAZING OPTIQN SECTION 8-13 NON-IMPACT RESISTANT GLAZING OPTION
FRONT FRAME WITH LIM.COATRNG ON OUTSIDE SURFACE
NOTE THAT FRONT FRAME IS NAFIROWER THO
(SETAICEN F�E MV FACADE),
MOLDED INS
STRUCTU�L SIL�CNE SEMANY LITE RETAINER- ......PAN LEAD SCRUIT
ACTRESHITAICT
ONE-
SLX2432T FRONT
IWIPACT�RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DFIAMnNG 104710-A DFIAVqNG 104710-B
............. 11 J .X-C7URIN(I
TOLERANCES 15t)41 USA
-STEEL
'I(SEE TABLE FOR MODELS),
FLORIDA LICENSE N 63286 a E%511.1
'
\
`
K �
'CLASSIC'RAISED PAI�rl 1.1�DIS EC.IS C RRIAGE HOUSE'RAISE])PANSL ENPOSS MORS S�EE REIASfONS
rODELS 1-24 GA 25 CA 25 4 OF 4!REV.NO. ZONE: E: ECI NIO.j!kPPVD:[�S DE RIP,[ N
GA 24 EA 140DELS 25 GA SC -0
EE
'D _,,SV, ,Soq
-�S*rl HISTORY ON SHEET ONE.
�LOPAY 94 73a 75 76,-_75L -_98 CLOP4Y ALLERY' G05S.GR5 03 SEE RE
IDEAL jR -
4R,Si ISRST ST 4F' HOLMES'ARTMI11' �R5S
�ZLMES 148,48B 1 42w 42B . -- IDEAL 'CARRIAGE HOUSE' Enss
SHC I LONGO 1�d SHORT PMEL D
WOVAL TRACK SUPPORT BY
r DOOR INST�LER(TO S�T).
MTL 7 CONFIGURATION AE�-_TH-- DOOR CCUA�R�CE S�STEtl iki�,B CONFIGURATION
DOOR O= DOES�T�FCCT TIC
FE`0
WND LOAD W.W.or TINS DOOR.
13 rA GM�.51M FLAG BRACKET ATTACHED TO 70" DOOR O�E (EACH SIDE)
��(P 51,6-K -518-LAc ScRcKs STO WMC,�W DOOR IISTA-AE.tio sLNT;.
AND TO TRACK MTH(2)1/4-P�S 76 2.6 S�'Ar=�B.SEE 6 GA.�W�STEEL CRO SELE.
I - 9_W: 18 M GALV.STEEL DOGSLE END STILE.
2',TRACK CONRGURAPON A.- '1-3 PRE ARAtD.NOTE'.
DOO�S UP TO 900 1 BS, 20 GA.MR.CALV�STEEL INTERM.S11LE
D AS ROD:SPACNG HTE 14"D.C. pe
ICO, 2-1/2-X 12 CA GALV.57EEL IB Ck C&IV.STEEL PITER.
I/ Njr4.E FASTENED TO CENTER
TRACK B�ITS FASTENED TO
E
AS
COU
To
V
IP
'K
'BAL'
5
`LA`'EACH STOP"OU"C"
GA IV Sl�
E
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EL_R
S
LV S..L DO
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STEEL
EAEV
�j
. E. 0_/
- LV.'STEEL I�K, X"'S/._ SPLE%V/(4)�CH 114,S/8'
2"GAL I 'Iwo�Ss MTN 5/6,.x 1-5/8" !>IEET�,ETI SCRM.
TP�TH4KNESS:O.WY. ps- LAG SCR D -
124' EAS NOT TO EXCEED 14 ROUND
_CENTER.UIN.0,-(9)LAG 7/16-I.D.ROUND
FE PUSH UT
50' 132: �E�S RECUPED PER JANIS.
S NED T FA
FASIEWR.
2'CALV.ST L TRACK FASTENED TO
12 K V rCL UI,
ly, Pu
2-;�/2-X 12 GA�V. ISE GA�V ST OL TRACK BRACKETS 14 STEEL RO-UER..GES F�ASTCNCD 10 CRD�TA_ES 11/01 EACN
C IS SHECT E
S,E OW R� ETAL CREMS A.
STEEL TRAO BRA KETS, (')EITHER(2)1/ IS OR EET�CML SCREMS�D(2)1/4-SELF�G SCRCKS PER END GE&
ATTACI40)TO J-6 MTN[1) 1/4-X 5/8-BOLT NUT PER R
BRA
.C., _ ,,_ ,, _
X I A PER 2-Du,7-1/2-LONG�Ov,10 allL STEEL ROLLER k-STEEL 0 �W TIRE.
24' 5/16 -5/8 LAG XRE TRACK BRACKET.
-RAC B.,
RACK BRACKET-
I 0_
0'
3-1/2- LNR aRADI�ET(2-1/2".5-3/4'.12G4)
PREPARATIOV OF JAMBS W 01HERS ANACHED MTH(2)114*x 3/4-BE r TA-PIRG
SCRENS.—E 1-1 �A BRAC-Is ARZ 1%0
USED—'DOUBLE ENO STILE-AS SHOVI IN
gj�K5 9��RF12�RATJON N�11_TRACK C&iFERRATKIN T�, ZONE B-3 SH_.
DOOR OPENING DOES NOT AFFECT THE
S t -1�LOAD.—ING C'I'S DOOR. DOORS BOO LBS AND DO/T,
LCE-�IR HAMD R OUIED FOR (AAR,,FOR BOTH 2-�0 Y TR�K)
DOORS&IER a'HIS.
HORIZON
tj (T.I NTAL
I-DOOR 0.SRLAF.(EACH SOE)-
'LER
M——3—_SEE 'CLW MIE" (To"I').
3-GAL'.T.ERE-D STEEL TWK ACK 'JAva PREFARArOm NOTE F-1. 1XV'.�GSTI , 13
'C.M,�! .TRACK 1. -16"bjLV STEEL DO ME EKD STILE. -
T—NMS: AROLE IN. . .D:T
MR.ANGLE UIVENSWS 3-1/4' 2-7/8'. S.P�CRT a,DOOR SEEL 1.47EW.STILr
�EMTCM./HORIZONTAL TRACK 14'ANACMU SPACING STAU.ER[To SUIT). 18 CA GALV.STEEL TRIER.
3 /4'.2-7/8'wN. 0.050-TAFERED NGE F�EKDD TO CEIMP
lu"CTIOR. SOLIS FRn,1 LAST mcuwi G
SLOT TO TRACK JUfNICTION ANCIE.SEE LAG SOL, s', 4
RUTS Fm'EACH TRACK. NTIRG BEL-. 014.5/8'
7jI6 NEET METAL SCRE-A
PUSN Nu
DGRRWAL VOLM"ING SLOTS FASTENER.
SPACED AT IV CENTERS.
0.1 1"T"r�3'GAIV.STEEL`.�K FASTENED 14 CA.;ALV.STEEL�LER�94ES FASTENED TO END
TO_r _r T sT.ES /fs) Sc
ON CENTER 'A�EPED ARGLE%V�. WE 1/4-.5/8-DOLT&- A�(2)1/4-SELF TAPP CREM3 PER END HNGE-
I 11--E.
NO TRELIT',
NUT AT CACH MOURING SLOT.
DA.8 LONG STEV BALL 9ZARRG STEEL ROLLER.
11"ActURINO PROIUCI CODE
TRACK BOLT 'EACH -2FI53
SHOW PANEL:PAN
Y -0 MJT AT PRIPAPAT,t�BY OTHERS F�/FPQN-21`156
DESIGN LOADS:+36.D P.S-F.&-42.0 P.S.F. A
MOUNTING SLOT LOCATION. ILVINC.PAN
PART NO.
EST LEADS- �54.0 P.S.F.&-63.0 P.S.F.
DOOR �ERT I tJ", -1..1 A
,22" �E� RACK'�LENGTH wl! B585 D�,11�� WNIDLOAD RATING
s c Clop ay 17�IK,
TOLERANCE PaOH 4M40 USA
513-no". T
A Z31 513_770_1� 1 W6 DP36
E�/,6. UAD S�RCM
10' ED�T�E SAME OD 015 DESCRIPTION: 2"STEEL PAR DOORS 16-2-1'.'(SEE TABLE FOR MODELS)
0 DISTANCES AS THE TRACK OOLTS(I.E.3-;12.10.22..34,
46.ETC.). ADDITIONAL LAG SCREMS.LOCATED AT 16'.29". .000-...005 DRAM BY: SH IFIAT SLA
E_
;;T25/:j i
DESIGN ENGINEER: 3-1/2-
I V4.E. 40'FROM 80�.Ovi TWO LAS WRMS ALSO LOCATED ABDiE
SCOTT HAIJ..LTO,�.P.E.. WRTIC./HORIZV_TRACK CHECKED BY. SH
LICEN�E No,63286 CS DING ;40.: 104710-A/B VER:ISO
4 3 2 FLORMA PRODUC7 APPROVAL 16107