HomeMy WebLinkAboutProduct Approval 11/312015 Florida Building Code Online
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FL# FL16107-R8
r
Application Type Revision
Code Version 2014
Application Status Approved
Comments FILE COPY'
y Archived
$ 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
.J 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
'`` Validation Checklist- Hardcopy Received
t.x
Y Certificate of Independence FL16107 R8 COI Certification of Independence of Validation Entity-
Gary Pfuehler,.odf
FL16107 R8 COI Statement on Independence of Evaluation Entity-
ScottHamilton 120424.,rdf
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
r
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11/312015 Florida Building Code Online
Equivalence of Product Standards
Certified By
x Sections from the Code
z va,
Product Approval Method Method 1 Option D
Date Submitted 08/31/2015
Date Validated 08/31/2015
;,':• Date Pending FBC Approval 09/07/2015
Date Approved 10/16/2015
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FL* i Madel,dumber cirlVamm D�es�riptlon I
16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
I GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(9'2"to 167"wide)
AR21_P, ED2SP, ED21_P,4302, HDGL, WINDCODEQ W8 Garage Door with Optional Impact-Resistant
6202, MFC68, 4305, HDGR, 6205, I Utes I
SFR68, MFR68 i
Limits of Use Installation Instructions
Y; Approved for use in HVHZ:Yes 1`116107 R8 II 104786-Rev04-signed.pdf
i Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:Yes Created by Independent Third Party: No i
Design Pressure: +46 PSF/-52 PSF Evaluation Reports
N Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130214-A.pdf
- doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
resistant(large missile impact). i
16107.22 mm 22 W6-09 DSIE-1F171::4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior
4301,4300,4301,4q10,MDG,;- skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ i
HDGL, HDGF; 66,66G,676
67G,680 W6 Garage Door with Optional Impact-Resistant Utes
x SP200,.SF200,.SE200,.6200,.6201,
6203
' Limits of Use Installation Instructions
. Approved for use in HVHZ:YesFL16107'R8.II 01526-A-Rev 19-signed.adf
Approved for use outside HVHZ:Yes :Verifled By Scott Hamilton FL PE-63286
Impact Resistant:Yes Created'by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF Evaluatlnn;Reports II
Other: Max. Wind Speed(V ult) 170 MPH. Solid dobrs or .,T-06107 6107 R8 AE CBPC 130214-A.pdf ,
§z doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No
- resistant(large missile impact).
16107.23 123 W6-09 DSIE-IF171: 4400,4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior
4300, 4301, 4310, HDG, HDGL, skin 27 ga, min.) Single-Car(up to 9'0"wide)WINDCODE®
*,W ' HDGF, 66, 66G, 67, 67G, 68, SP200, W6 Garage Door
SF200, SE200, 6200, 6201, 6203
Limits of Use Installation Instructions
r"•,
M Approved for use in HVHZ: No i FL16107 R8 II 101526-13-Rev19-signed,pol
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 FL16107 R8 AE CBPC 130214-A.odf
requirements of the building code but DO NOT meet the Created by Independent Third Party: No
impact resistant requirement for windborne debris regions,
107.24 24 W6-09 PAN-21`153: 84A; , Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide)
94, 73
a 75 1500 190 4RST 41t5F 41` WINDCODE@ W6 Gara a Door with O tional Im act-Resistant i
F. 9 P p
r 6RST;6RSF,48,-42,55,48B,:42B,-, Lites -
_ 55S, GD5S,,GDSSV, GRSS,:GR$SV,
ff a AR5S,ARSSV, ED5S, EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16107 R8 II 1 1348-A-Revl7-signed.pdf
Approved for use outside HVHZ:YesVerified.:By: Scott Hamilton FL PE 63286 i
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: +38 PSF/-44 PSF, " Evaluation Reports,
Other: Max. Wind Speed(V_,_ult): 170 MPH Solid doors or FL.161077 R8AE CBPC 130214-A odf
doors with optional impact-resistant glazing are;Impact. Created by Independent Third Party: No
resistant(large missile impact).
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9
'CARRIAtE)OUSE'RAISED PM-L V4DGS$DOORS SPE'ET+ REVISIONS
as-CA 45 CA r S C R!!�it
C�,
I OF 4
7. .............. ................................ ......................
484A CRSS LOAM�,
IDEAL - _WS1, 4'�- AAS-T-J-. �21
S.,: •"D-Ks
S .19 L
:EL-=.—L �p',;,;,-
"P"k- . ...............
'ARTIS FRY
mVDE i C"Rp"AGE HOUSE, • D
•
SHCRI PANEL
SH S: (?) INTERMEDIATE STILE BETYJCEN EACH
EMROSS [(3) SfILFS PE:R SECTIOP: AT 9-0-WIDQEACH N-FRIM. STILE
OPTtO,W, -GLAZING MAY BE, ATTACAEO WITH TOG-L-LOC (TOP 6: 90710M) AND URETHANE ADHESIVE
STANDARD OR IMPACT RESISTANT fN ONG CENTER),
GLAZING. SEE SECDON B-8 ON z:X'* .fG ;7A-4EL-L W�ELr '3) TOTAL STILES PEP SECT!ON, (I) STANDARD-
--: �
SHEET 2 FOR DETAILS. INTFRMU)TATE STILE BETWEEN EACH EMBOSS. EACH STANDARD IIERM,
SIZE:is VED
MI.(. STAm.DARD SID.E ATTACHED WITH TOG-L LOC (TOP & BOTTOM) AND VRE[Hxlk RE^Eq
IMPACT RESISTANT ADHESNE {ALONG CENTER). EXTRA INTERM. STILES (7) PER LC74G PANEL
DOUR HEIGHT PARS 0 CUJ GLAZING is 21-5/8 14-1/6 PER S-ECTI ON, flELD-INSTALLED ED YATO (4) #8 SMS (PER STILE.).
U
MAX DLO SIZE 15 18-1/2-01",
MAR
1 0 8 2016
4 1- A END STILES ATTACHED TO DOOR
713* m. 919, -SKIN WGH. PATENTED TOG-L-LOC
==i;� SYSTEM (TOP, BOTTOM. & CEN7TEP),
9'0 511—TU InL 9 PERMITTING
10'9' TO 18'3' 1 t or SEva 8.E END RINGE St. Lucie County, FL
12.6' TO T - a vi
14AX SECTION HEIGHT: 21-
SEE INIERMEG. HINGE p `t
vr-�w C. SLIDE BOLT LOCK
ENGAGES INTO
ENO VERTICAL IRI,"
STILE. C�NE'LOCK &i'
EACH SIDE or
Ilk DOOR-
TVIS DOOR W.E-S CR EXCEEDS Tre OFMN LDZS—,Oq
UTWATE WIIJ3 SPEEDF,US%Eo BELaW ACCMINr TO THE FLORIDA
BUILDING CODE OR W,INTERNATIONAL SUIU704 CODE teASED 0-1 ==7-i TWO P0114T LOCK,
ASCE?-10)FOR IHE FOLLOAOx CONDITIONS: 1)ENCLOSED
BuIUNNO,2)DOOR PIAS 2'OF WIDTH IN'aUtD;NG*S END ZONE..',) INTO TRAr-k SNAP LATCH ENGAC-cS LOCK OPTION. END
ANY ROV SLOM 4)TESTINS IN;C�E AVH ONTO VERTICAL IPAC.X: n,�STILE,
ONE SNAP LATCH ON
AN-D/vAS;mA Im SITE-SPECT!c CALCO-i.AM45 By A OukAFIFO rAcm Sick OF-660R.
!DMCN FIROFMSIONAL MAY D;Ffff?.
UL T WIT
B SPED%�Nl)
155 i 760 170 lal) 195
OUllSiDE
HANDLE.
LOCK BAR
D,C,D IV,C.I' S. C D.C III OPTIONAL OUTSIDE KEYED LOCAIIQN Qf A OUTSIDEENGAGES IN
KEYE6
TRACK 0,14
LOCK POSCTION OPTIONAL VENT '*-ZTTLE.
HANDLE, EACH SIDE
MEAN ROf-w HEIGHT 25' 15, 25' 151111, 38.
MAX. DOOR WIDTH ------------------- OF POOR.
111SAlof-ZLEalm INSIDE HANDLE
-3.SHOWN, *ONG 'CL!4SStC3 D-U.15,15 IQ�WIT 'C 'ITH
'CLASSC' SHORT RNSEO�PA-N %0.5 �-x
AND SHORT 'CARRIAGE $-IOUSE' ARE ALSO�APFIROV-.D,
SNAP LATCH, I OrK OPTION,
HAhfj4"-
..........
• g 144/6" S14ECT COrr.'
Z No 837 METAL SCREWS
16 PA F
O!�RTPPMANEUPA N-
153
"156
DESIGN LOADS: +3a,o P.s,r. -4a.0 P.S.F. PART NO.: N/A
C. +57�0 PS.F,
TEST LOADS
A T F I/47Q�/4- SELF ot—," BW Deikc U�I:mfd VINDLEIAD PArING I A
Impli ay rR.—OUSA
TAPPING SCREWS 0 TOLERANCES Op T`P38
w-!i.1-77�1-48,0 W
1 &4*1 Pmdaft Cr;.v F-�K0.S13-7,r-4053
D-
'DID 015 'DESCRJPTION� CLASS=AND CH PP STEEL PAN SC +3E/-44 PSF
005 -------
It IsO A w.fF It' GA. INIMME JVY/G.SsZE -
UDDO 1.001
!DESIGN ENGINEER- VIEW -13 Der-'s -t 1/2' CHECKED EY: D,-E:
;�COTT'HAWL`TON, RE, SIM.d _�SLiEET. OF 4FLDR -,F)1'46 - A/8 vEr: ne
ARE IN
..........
R
4 2 FILGIRRIDA, PRODUC7 ANPODFROWAL 161107
CLASSIC'AAISED PANEL 'CARP)AU HVUSE'RAISED PANEL EMBOSS Bacr." SHUT� REVISIONS
2a ua 25'Gt as VIA KODELS 25 GA 15 GA 2 OF 4
E NOJ KlNiZT�NV E6W�O- APP,,' I DESCPIP-`ON
E.Eul:� .1 REV
CLL7pAy I S4A. 4 713, 75 76 CLUPAY
;4 1 -- I SEE REIVISION H!STORV ON SHEET ENE,
IDEAL lo"ST, -U-� 6RST P.R�s 'GALLERY' (1115S.CRSS
49.483 42 HULKS AR5�
I , RTISTRI'
SHORT PANE LONa;�NEL DEAL E r-13S
D PODEL 4F It FiAISII 1*i'A!R!AGE
IMPACT--RESISji-ANT CQN'_jjj� (jjLQL Q 'Y!. LY
Ai5.p_LCONSTRUCTJO
SOLID DOORS(NO GLAZING)OR DOORS VAIN OPTIORML IMPACT-RESISTANT C�Wlt* AfIc OPPONAL DSP OR 1/8'ACYRUC UTES AVA7LASLE. OPTIONAL ACRYLIC Q..AZING
iIjPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARPOI01F FRONT FPA!ME AND PLASKOLVE OPTIX OR LUCRE CP APPRMD CC2 PLASTIC IN AC-,OR0AfiCF W7nl le-W-13C
GLAZINIC IS GE LEXAN SLX2432T.AN APPROVED CC-2 PLASTIC IN AW.ORDkIiCE W11H -1606.
tBC/FK 2606 AND AN APPPO`VEO CI PLASr'%C IN ACCOROMOE'AIN 1`8C 2612, 'Jill ENTIRE DOOR ASSEMBLY 114ST&LED IN COMPLIANCE INITH THIS SECTION MEETS THE
1 MEETS THE WIND LOAD REOUIREME14TS
3HE ENTIRE DOOR ASSEWISLN INSTALLED IN COMPLIANCE VaIH THIS SECTION OF THE rLCRIDA RUILOING CODE OR INTERhAllift,% SU Dibr.
IMIND LOAD MEWiREMENTS Or THE FILOW UTERWAJICNAL alll!iiW, CODE BUT DOES NQT UEET DIE IMPACT RESISTANT- REOWREMENT POOR wt-.ID8OR-NE
.91A RUt.OUNC CODE AND I
CODE AND IS LARGE- AND SMALL-MISSILE U1,40 RESISTANT. REGIONS (REF. CHAPTER 16 M/ffic).
SECTION, B-3 (I-MrACT-RESISTANT GLAZING OPTION) SEC71ON B-B fNQN-IMRAQl' RESISTANT GLAZING OPTIONOI
c DETAIL V
FRONT FRAME W('H U.V. COATING ON OUTSIDE SA)RFAZI'
NOTE THAT FRONT FRAME IS NARROWER DW4
IMPACT-RESISTAI'rl FRAME.
OPTIC-UAL L'ECOqATNE UULTPURPOSE H:^44 SONIO'!AF.-.
.-IDr7wE.-w TRAME AND
OFCOR,;XFVE FRONT FACAVEE
MOLDED INSIDE
fff
—STKt�-ZINL slCONE SEALANT LITE RETAINER. #593/4-PAN' HEAD SCREW
(BETWEEN STEEL S<:N AND RZA14-1.
(Ic-ScREWs PER Lircl.
IMPACT RESI5TA71T I
I-POLVSTYRENE TZETAWER FASTENM TO F;ZVX VA-1H, I
MOLDED-Gf.tEXAN (10)#8.3/4^FAN READ MACH AE SCREWS.
SLX24327- FRONI
FRA
GLQ'144G.
IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSE-10BLY DETAILS
DRAVANG 101348-A DRAWING 1013493-B
'
N HAlo,4
..........
Q t";
N `'PORT PANEL PAN K153
PAN' 5,
LONG PANEL. -2F
LOADS- +38.0 P.S.F. -44.0 P.S.F. PART
DESIGN
S
TEST' LOADS: +57.0 S,
fc: F N�A
IE 3j".
A 7F� 4114: U111—51.1.6,oil".41 V.�e oajimrd VINrLDAR RATING
SIE A
• (18 0A
0 A' TOLERANCES.� mmelopay 11 IT-'a
ru Vo.
O R I V/6 DP3
s.
N A L oo 015 LIMPIPTION: CLASS!.0 lL4D Cii RP SrEj. PAIN SSE +M/--44 PS.
DDS _.DDS _.—.-
T5' - - T- ..--I
ME 3117-li;� - - 11-i*
DRAWN [)Y� MW WIS'
IMSMiN ENGINEER: t;/?' . li
i CHECK�o SY: OATC
LKLTON, P,E. IU(Ve=Stoltd CQi� �TL'
JCENSE 3 OlvCWejNS k.!:Is ockTS. NO: !OI54A - A�,'R V�-
.......... ...........
'y L
FLOUROD An IIP-1 H 00 FP)W C-T A P RE%00\liAll 1(05 1"07
4 3
43 2.
'CLASSIC'RAISE)PA..CL EMBOSS DFXIR� 'CARNAGE RD lu=**RAISED PANEL EMBOSS 130ORS
MO'. '9ELS OF 4 IPM
,:LG�Et,; 24 CA 25 CA 25 CA .5 A
L 3
76 -GaLLE4Y' 77 - - - - slu-ty oN S;EET ONE.
94 1 7 AY
IZEAL 14;IST. 4F-I 6R -RST
48,4148
_14 ARSS
WZTUSIRY*
L1!�T PAW, 3'TALL U-SAR
PA141L I.-
E Zsl 2:* THICK 20 CA. GALV. Si EEL
mrCCL 'F Is FLUS" 'YEILD STREI%."Gt4: 50 KSf i
SC.' SWGR7 PANIZI. 3"
7/8
VERTICAL MU UTNT (MIO it FRAME BQIIa.�LQSI:
& T_
3/8-0-LAG SCREWS ON 24- CENTERS. O.D. WASHER REOULRED, LAG SCIZ-3-iS MAY
BE.COUNTERSUNK (BUT NOT REQUIRED) TO PROMDE, A FLUSH MOUNTING SURFACE.
HORIZONTAL JAMBS DO -IOT TRANSFER LOAD. 2 CA. GALIV, STEEL'09
R8!A,EP
i&RT*AL.Aki2.ATTACHMFNT_ RLQQ DR BRACKET ATTACHED VBRACKET. EACH ill'4)
YN
3/8-K3- SLEEVE ANCHOR BOLTS ON 2.2- CENTERS 12,000 PSI MIN, CONCRETE). WASHERS ET LIBYA!
At
Ct-UDED :47TH SIXENT ANCHORS. SCREWS.
on I
25 CA. C-40 CAL9'
TAPCON SCREWS ON *" MWERS(Z.".'O P-51, MIN. CONCRETE) OR 10, CENTERS ,MINI.
STEEL SKIN 'tOTH A S,W LAP JOINTS
;l
(C-90 SLOCK). 1"0:0, REOvIRED WITH 1AF-CONS. BAXED-ON PR
AND
ANCHI)Rf, MAY BE CCUNTERSU-i.K (ELFT Nr PECLI.RED) 70 PROVICE A FLUSH MOUNTING A SPIKED-ON PCILYESTER
SURFACE HORIZONTAL JAMBS 00 NOT TRAN-I'ER LOAD. TOP COAT APPLIED To 7 14 GA. GALV_
STEEL ENE) 1'. C-£
REFER TO DAISMA TDS-161. A LfCENSED DESIGN
BOTH SIDES OF STEELFASTENED TO END STILES '.1/(4) EACH
�
PROFESSIONAL MAY ALSO SE TO APPROVE ALTERNATE FASTENERSANO/01R JAMS
1fi/145/8- SHEET METAL SCRE`PIS & (4)
4 SELF TAPPING SCREYVS.
EREEARA710N Q.E_JAM9S BY OTHE S
NM, THEDESICN OF THE' SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIRLITY HI _ 3* TALL x 20 GA. GALN. STEEL. U-8ARS
OF THE PROFE5SIONAL OF RECORD FOR THE UiLDING OR STRUCTURE A14D
IN ACCORDANCE INITH CURRENT BUILDING CODES FOR THE LOADS osTro ON TlifS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO
41-EARS ON STMV. SFCnQN, ONE
U-BAR ON NEXT SECTION, ETC.), EACH
L U_EwlAAR ATTACHED sVITH (2) 4/47,3/4"
LF TAPPING SCREW.'PER NLL
LOCATION.
E3
13 CA. GAIN. STEEL BOTTOM BRACKET,
ATTACHED WITH (2) #l4x5/8*SHEET METAL SCREV.S
ALUMINUM EXTRUSION
& AN�el_WEATH.ERSTRIP.
---man"----------------
.0116 1*
HAIW14 I%-
cj
.*v
40
MANUrACTLRING PROVLX '�Epm
N 5.
'�6 Z SPORT PAREL: PAN-2F1
DESIGN LOADS: +38.0 P.S.F. Zk -44.0 P.S.F.
4j;; PART NO.. V/A
- , 1) -66
A,7t,- 0: �'57'0 P.S'f. & .O P.S,F
A-
ITA fEO IQ Duxe owltom WImILUAD PArINC
0 Clopay Uwm ON 4'IU4))j5A I
Al ?e,Rw 5131-!X-4800
W- DP38
Io
/ONAI-C 0 O;s Oc!;CRPTIOt+ CLASSIC AND CH RP STEEL rw, ic q*:=fi71_-i�PiF
coo ms t<CALE' N7S
DESIGN
CNGINEER: AT SIZE
SC;)'T HAMILTON, 'r,VIC, I4O� '01348 - A/5
AM -Ij9FvSFmA_±_32s5.................- ................................... ..... :._x5
0
4 f2 FILL u- IV`A� FIRM DUCT ARMY 00Y R\L I SM07
4
............
'u t523C' ,Z0-SL-PANEL EMRISS' J;fl0vS 'CARRIAW.`AWM' RMSEE PANEL EMBOSS DOURS SmEr.T, REIASIMS
-ESCRjPVQ!,j
XLS 25 CA Nfl 70NE- UAM Ecr "Appvo;: G
AT )RY 0!4 SWEET ONE.
...............
a4A, 94 j 7:�75 Gul5s.URSS
U3PAY E
IDEAL 'w?UCRY
48 4B' '4"
`ARTTS�Y'
IRT' .ET LC.5 PANEL
L-
.��'AN'.
f
UL
MOMI, 4F ES .,
rtuS )"Us"
LJ L,%-1 lWJLLJ LLNG PANEL
'G�
HORiNtRAL MACK
CA S7EL FLAG, BMKET A7ik'>40 TO POOR SuPPORT BY MoR
f
f:. OMB WiTO(3)5,'W X I-S/6'W SCRCNS-
ANO TO TRACK WITH(2) 114' WETS.
y 2xSIP'Ar-100 sr-I —M'�ONAL STOP MOULEINKC W VVSrALLr,-R f 0 SUIT").7
LO...j�1RALK COMF)(,':,RAIjO, '�AMB PREPARATFON NOTE'.
C OA CAILV.SMEL MUD STILE.
AS ROD.SPAZING NTE 30'O.C.
AMOE 1�.[DOOR OPENING ODES
11,AFFECr 111F MW IOAV
RATING OF TKS DOO-R.
e2',t4---2'CAM STEEDL TRACK Z-t/2-X 12 CA GALY- STEEL-- ......
TRACK IH�CXNEiS, 0.69Y. Ar TRACK 8RACKETS FASTENED TO
WOOD jAtj--s wam 5/6-x 1-5/8- 7/16'30. r(wNa 18;A.GALY. STEEL CENTER KNOC
LAG SG:fws. FAMENED To t44TER 51f-,,LS &/(4)LArl,
'4L' FASTFNCR. SHEET METAL S�EVIS-
TYP. x t2 CA CALIV. 11 CA.GALK STM.R��LIER HINGE flS--EUFD TO END SW5 V14)CAC14 p4t5/V
BRACKETS,A--kETS, /4"SELF*TAPPz SCREivs PER END��.NCC
AVACHSP TO AAMB Wilti(0 146." SWEET METAL SCREWS mqD(2)
VIG-X 1--5/3-LAO SCAC&PEP 5e 2*GAM STEEL TRACX FASTENED TO
TRICK SKAI'KET, 12 G4 GALV STEEL TRACK eRACKEIS IMTH EMIER(2' 1/4-OW RWETS OR OTA:. 7-1/2-LLONGSIEV., 10[Mi. STCEI.ROLLER 54ITN STEEL OR N'e!ON TIRE,
lor 1/4 eou& NUT PER
RACK BRAC
KE..
:�PARATION OFIWISS aY OTIfRS.
ATTAMiZC WT.-H:r,114- 3,14'SELF rAPP,'fa
REWS
�
4'aw IQN
CURETNO SHORT PANEL.
AN-2
PAN-21'
PART NO.:
G iLIADS: f?M) P,S.F. -.44.0 Ksl.
P S F
riST
E OF s5r,.5 D:X,RaA,�afd ViNADAD RAT
WIS f,DH 411w,(ISA
clopa 70
�:3�7 -4800 3
N11 W6 Tillp's I
.tL0 &.Gs5 OESM VOM UASIStr: AND CH RP SIM PAM S,- +,$aj-14 N-
OOD r.0055 N AWN BY: Wl II)A!I.',: vis"gE sE-t'-k—`� NTS— *Voc
0000 �-Ool M
Dcq--ov, II/V cliv
-,Mf) [V� DATE: 4 nf-
SCOTT JWE: IJ
2' -�S;22 f� NG. NO,; 101348 AIS --------
............ ........................ ........... ...................... VAIN It .7
A 1070 ID
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