2004-500 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20040500 Date Issued: Monday, August 08, 2005
This is to certify that work requested to be done as shown by Permit Number P20040500
has been completed.
Tax Map Number: 523400-308-017-0001-037-000-0000
Location: 181 WEST MT. Rd
Owner: THOMAS & AUDREY COTTONE JR
Applicant: THOMAS & AUDREY COTTONE JR
This structure may be occupied as a:
Deck By Order of Town Board
Residential Alteration TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board,of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT .
Permit Number: P20040500 Application Number: A20040500
Tax Map No: 523400-308-017-0001-037-000-0000
Permission is hereby granted to: THOMAS & ATTDREY C;OTTONR JR
For property located at: 181 WEST MT. Rd
in the Town of Queensbury,to construct or place'
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Ty�e of Construction Value
Owner Address: THOMAS &AUDREY COTTONE J
181 WEST MT. Rd Deck
QUEENSBURY,NY 12804-0000 Residential Alteration $17,000.00
Total Value $17,000.00
Contractor or Builder's Name /Address i J Electrical Inspection Agency
Plans&Specifications
2004-500
1440 SQ FT ROOF OVER DECK
500 SQ FT DECK (expansion of existing deck)
$194.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 18, 2005
(If a longer period is required,an application for an extension(must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Tow of Q ensb W n day,August 18, 2004
SIGNED BY AI for the Town of Queensbury.
Director of Building&Code Enforcement
Porch, Deck, Dock, or Boathouse Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. No Permit File No.
m O
inspection will be made until applicant has received a valid Fee Paid $ a'
building permit. All applicants'spaces on this application must be Reviewed B f
completed and must appear on the application form
Applicant: I ho Na5 �caneR, Owner: o
Address: Address: I Q-I rNo ;� RED-
e-ehsb,c !v _ . 12Si-o;q XV IZS4f
Phone#( 578)Eq5 - !2! Phone#(5 L 3 l !lv
Email Address: IV Email Address:
Person Responsible for Supervision of Work as Regards to Build' Codes:
l3a �trtl 33,8 �9s
Name N+ i G k Address: a rdi��eK! /Z87/phon�_
Property Location: Lot Number: / House Number
Subdivision Name: Tax Map Number: 30KII - 37
Estimated Market Value of Constructio : $
❑ Porch R.TED
;"'aDoc-Ck
❑ Boathouse JUN 8 2004
❑ Other work(describe
RY
Size of structure to be built y TOWN OF LAO
square feet AND
C E
--�� BUILDING AND CODE
Submit along with this application:
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions from all property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed,indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof. sloped,flat, shed,or
other. Indicate the type of material being used for the roof.
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and
specifications submitted,are a true and complete statement of all proposed work to be done on the
described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws
pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is
authorized by the owner. u
Applicant's signature: c Date: l) I
L_N.SueHemingway\Building.Permit.FORMS\Porch.Porch.Permit.doc 8/13/02 revised per DH
07/14/2004 21:17 5187451216 COTTONE NIKKTINAS PAGE 01
l
L���i Y��'W.���yt Ct�t`` lti•to
'••'•.--"'...y....,.—�_..... ._•...................... ..�. ...v.._—........v........... ... ; .. ._..... i. !
i
• A
SOD
oc:c E
,oD
JUL .1 5 Z004
lJ
TOWN OF QUEENSBURY
f BUILDING.AND CODE
. f
v�
tyy
� b •
•yv�
,;:�- r /1-N
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 /5 D Arrive: am/pm Depart:--q�6::)am/
Date Inspection request received: / Inspector's Initials:
C' f� —S a
NAME: 61'- o
A n e- PERMIT#: a CJ 7
LOCATION: ~ Pij DATE: [ /a''i 4 a 06,
TYPE OF STRUCTURE: _ C
_ Comments
Y N N/A _
Chimney Ht./"B"Vent/Direct Vent Location 1
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs,decks.-patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in. or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum %2"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110 _
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed.rise>4 inches
Garage Floor Pitched _
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s . f .-150 s . ft. vents
Building No./Address visible from road
Final Electrical.
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\Building&CodesUnspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection r quest e eived: _
Queensbury Building&Code Enforcement Arrive: m/pm epart pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia
��
NAME: P 1IT#: _
LOCATION: _ — I PECT ON: — o—U
TYPE. OF STRUCTURE:
Comments
Y N N/A
ootings _ O,
Piers ' l�
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pu_pr ose on site. _
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under SIab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SucHcmingway\Building.#odes.Inspection.FORMSV'oundation Inspection Report.doc January 28,2003
i
r k
O
t" cl\ a.
� 4
�� f
AUG-18-2004 WED 11:43 AM BELLVUE BUILDERS ACCTG FAX N0, 5183563330
JJb 7ru•,-; 'irus�Typo °Gty
i El%9718�
WIJI.YeW JUST 46 AG TRUZ)G S 1.Just in Tinio ConsVtFi218•f217 West Mt Rd
1Jeb Refcre:u:(op4unal)-• _
Sic ik Lloildm,;Svppiy.[SomwiParwy,NY'1210v — 5200 s Jan 16 2004 Wak Industries,Inc. Fn Jul0917,57:09 2D04 Pago 1
•n:!�:! .,._,-.r, li.... .... . . ...:•2-:7:n_...._.. .._ 1'8'9 __ •._— 23.11.0 2_0_6.0 __.._.�_14,&-g_—.._,.,._.3tlA-0 __-- ---••--AG-O.0•----4.1.-8
0-tt,•:l 6,Ztl 5-0.3 -5-60 ---• 5.6-0 •�_• --- 5-6-0 5.6-0 54-0 6.3-0 0.1"
Sralo�1:81.a
rr7
4x12' ��'�j4:)r�', 4x12
6x8'- 6 r=' �.• I. »+�' 6 Gx6
� 3x[', 3x8
nj 3, '�•• '' :{ l"oar' � I � t •`�-� '�� 11
_,
... aqp
1 `� 1. _.-...r'1--. r�i`�. L+�-:�:r'Y/� f i"_..��_^_�,_..:_-'4-._�_..._t_...a�__.rey.�4 ��-•��-.__...—, ._�`^ap.-._•_.����_� ,S
Itir,18 MQ011'- 14 17 16 15 14 100(1 M112011-r
GAIT = 7x12 61+12011 IND= 6x0= 7x12 M1120H WB= 6x8
• _12 nip _,.._._, _•. _ 23 0.0 340
12.0-0 11-0-0 11-0.0 12-0-0
_F•fi+,lA C]f(nth(X.YI:,-{z;Q[}�0 fthJrj.[12:0•f;0 F,gc�(14 O-i,DiQ2.8J,,(16;0-4:Q0 2t-12);(iios_o;Fa��J.[ia_"o'-i=s�o_z_aj_�_ -:-.^^_-:_-�:_:-__:_����--�,
Lr}AGING(psf) _� :` SPACING :-:4-CI.0 CSt — :; DEFL i-- In (ioc)`i/da(1 Lid PLATES GRIP
VA.I. 50•o i Plates incicaee 1.16 TC 0.90 l Veri(LL) -0.87 10.18 >625 360 MII20 19,1144
TCOL 4.0 luu+hcr ircr5aso 1.15 BC 1.00 r Voit(TL) -0.98 16-18 >556 240 A41120H 148/108
8CLL 0,0 I Rep Su ass Inc( NO W8 0.94 ! Horz(TL) 0.34 12 n/a n!a
DOOL 2.0 Coda IUC200NANS195 I (Matrix) I Weight:305lb
E.Lst+rlCllt R BRACING
Tt)P CHORD 2 X 8 SYP 24001'211C TOP CHORD 2.0.0 oc pudins(2-0-11 max.).
DOT CI iORD 2 X 6 Sf1F'24ADr 2.OfI BOT CHORD 4.8-0 oc bracing,
WLCIS 2 X 4 SPF No-2 •Except' WEDS 1 Row at tnidpt 3-13.6-18,7-16,8-14.11-14
3.1 S 2 X 4 SPF•Stud,4-111 2 X 4 SPF Shid•10-14 2 X 4 SPF Blvd 2 Rows at 1/3 pis 6-16,8-16
11.14 2 X 4 8,PF'Stud JOINTS 1 Brace at JI(s):7
WEDOF
Left:2 X 4 SYP No 3,RlUhL 2 X 4 SYP No.3
itf:A�,T1Oi•1S (ib/siza) 2=a3:t8/0.8-e,17.=i533810-8.6
NM4 Hoiz2=164(losd taro 8)
Mine Uplift=•1046(lo,?l caes 6),12}-1046(ioad case 7)
M,in Gtav2•:6660(load ca;32),12=6S86(twtd case 3)
FGItCF.1E (tb)•t`1:.xhnum ComprpssioNf�f3xbnum7ension
TOP CH01"o 5-6=-1 28 79/51 26,6-7=-8084/3685,7-8=-8064/3685,
8 9--1?8'/9/5126,9-1D-1316715116,10 11=-13085/4895,11.12=-1520415295,12-134/57
50)-CHORE) 2-1 8=179 111 38 9 6,1 7-18 1=-35 1 319 7 1 7, 16-17=-3513/9717,15-1"0=-3513/9717,14.1 5=-3 5 1 3197 17,12-14=-4791/13856
WEE$ 3.18--18047556,4-18--1SM1680.6-18'-112213066,6.16--3805/1154,7-16=-166113538,8-16=-380511154.
8-14=-112MI336,10-14--1957/C80,11-14:•18(34/556 --
NOTES � — —
7.)Wind;A-V'E 7-00;90olph h�30t1;TCDI_-2 4pef;E1CDL=1.2psf;Category It:Exp C;onciosod;MWF•RS Intedorzone and C-C Exterior(2) O>l= N I
ton,;cnnlifmr tell and right expo—,ed.end vcfbcal left and right exposed;Lumber DOL=1,33 plate grip DOL=1.33.This truss is f'
de,,,igncd fur C-C•for munoots and forces,and for h4WFRS for reactions specified. 14J/l O,p
2)TUL:ASCE 748;f'f=50.0 psf frt,0f sno%j;Fxp C:Partially Exp.;L=45-0.0 C-
3)U tlmlanccrl snow luads havo been considered for this design. * GJ ` `%, , '9
4)Thi3 bliss his bran drsignod for 1.00 liries flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. A
5)The boliou)chord dyad load Ghow'1:5 coflicient only to covor the ti uss weight itself and does not allow for any additional toad to be r 1f
arldod to In4i boUam chord
6)IN-Ad lorrCs shnwn includo weight of tnlss. Top cl)nrd flood load or 5.0 psf(or Icss)is not adequate for a shingle roof.-Architect to veri 11 `• / UJ
adequany of fop rrhord dead load
7)7h13 InIS3.h::d-bcerrdcsignod for a 10:0 t bottum cnofd live load nonconcurfent with any other live loads per Table 1607.1 of IBC-OD.
8 ale M1120 plans unlass��lhemse q%i c titodf��r� j,. ��� �� tea•080`, V�),All pl dr. ) � �.�--�--- .O
9)Y t v u ni., 0n[ dl cannac^lion(b t P,ec= ufdlru_s' ty b ann 1 11�ca taulu of v ilfi5tandcn �1046 lb upliftat)oint`2➢andx104611b7iipl'i(1'�a't� IQ ¢
10)Di-sign to it_imm Nriu,s al oc spacing in:IcLIcd July 12,2004
LOAD CAgr(S)st andar•1
i�s�asra1a111 -
D'A FiBtNs?•S'y+:i9 rlcar;7n�kv'wnete,aned PIMPIVOTY-S AN 1117$ANL INCIAIDW WTVXPI F AF.NCE PAGE1411 473 BEFORE bSE. µjr111.EA)WI try
�7e;•;l.!7•t`�.r':[s k:r,ruc:y airlinuru.<correc;[Is ihS Cn:".�nS bASC�t Only e[bn G�larnGly^fS itgwtL On.t is los,-:n iC'1ivi 7�W bU3cfrr3 C4mponenl, TRrE!jQM
4 AjJr,,raNt,nrr:exwy txnGng lonvure slou.Tily n,rmO consicuclion-s fine nsponsi:til5ly of tineIrtert.,poeet�ryof rrbbukln0 dn;i0nor.For cytnCutgurtanceregading
la.-r;caran.<tus;lily cGnL01,:;LA Ha{1,duliYiu y.Q,=�:rK:n O'v9 b+0.-iix�.CU:1olt ANStI II QuWlty G{{Brio,PSD•89 and 6CS11 huncting Component Bib Sourtdldo Rd
Srdrly In1::rn.:,11w,ow.4sil 2 riNnt rnm Plctc-:w,:ii.to.5R3 cvo,wtoo Or'vo,ltroisors-VA 53719, Edenton,NO 27932
1:48 AN BELLVUE BUILDERS ACM FAX No. 5183563330 05
AUG-18-2004 WED 1
'-\"'C--M Mitek Industries, Inc.
W15 AClrrRECOMMENDATIONS-
4TO.C. 72'0.C,
'-A '--�AL UACIN(i 4-A1 ERIAL TYPE LATERAL DWIN6 NWUIAL TYPE LA I EFAL 3RACIIN6 MATER)AL TYPE
A a C a A B C D 0
W-17, 41300 k 4600 4600 IS .1600 46W 1 6900 4034 6,382
39.12 3912 30-12 i 5914 t 13,14 3942 3942 5914 3942 5914
4-
14%al 3450 4 WO 34,510 1344 4450 1 3450 5175 3450 ~ 5175
----- -----
I a-C!" we-6 T -tc-o'G x6r. 'I-5w 1344 3066 30G6 46C0 1066 w 4600
2160 2 760 2760 4140 1344 1 2760 i 2760 4140 2760 41-10
...............
63
37 1344 2509 25C9 37 2500 3763
2CJ-U' 250- 2509 i Z50�
-CONTROLLED BY CONNECTION
'S GENERAL NOTf;
I YPF I BRAC.ING MAI ERIALS I X-tRACING IS RVQUIRE0 TO I RfNSVER Thr-C kkAVVI M-LATCRAL MACE FOS CE WOTI IC
rOOFMWOR CEILING 0VJ'IfRArafk THE E)LJkP))FtAWf ISTO BE DESIGNED BYAOU&I-IM0
FROFL-SSION,11.
1 X 4 NO 44 SYf? 2.TifCSF CAAALFLATIONS MSF.D ON LITERAL MACE C."AnIVING 21A OF THMES FORCE.
A i -Op- 3. X-011ACMVATERIAL MUST SESAME SIZE ANOGWE ORBEIIER,ASTNE LATERAL BRACE
&WERVIL.AND SlIALL BE INSTALLED IN SVCHAMINER TWIT INTERSECTS WED NfOADCAS
11 X 4 92 SP13(Or HF.SPF) AT APPROX,45 DECREES N40 SHALL BE TAR CO XT EACH MAUD EACH IWERYACCIATE
14USS VArH 2-10.1 COMION VARE NAILS. FOR 7XO WICRIAL)
CO0.14COT LATERAI.BRACE TO EACH'FiV,';S W,19 TWO 16d COMM WIRE NAILS.(THREE IGO
NAILS FOR M LATERAL BRACES)
Ej 2"(3 93.3`0 ;-nN:3f ZSPF Dr.r(F OR SYP) 5 LATCRAL BRACE SUOULO BE CONW4000SAND SHOULD OVERLAP AT LEAST ONE USS SPACE
FOR cowinufm
T' • N AND WSTALLAI ION OF 811ACING,comf;Llf r
PSPag TVAPORA.RY BRACING OF METH-PLATF CONNCcTED WOOD TRUSSES AND lite 91
X 4 03.SI 0.COWT(n.PF (Ir,t if..OF'',-,YP) WjaWING,1115TALLIP*AND BRACING FOR R CCOf.fJENDATIONS FROM TRUSS PLATE INSTI T-0 E.
50 UONOFRIO DRIVE,MAD1,50N,M.Will.
7 SFF SEPERATETAUSS ENGINCERIW FOR I)CSiGN OFVwEB M04CR,
2 x E-7"op BE i I El?(Spr 05.hF,OR SYP) -ME 16d NAILS SPECIFIED SHOULD BE 3.57 LONG AND 0 iG�'IN fimE;7ER,IN ACCORDANCE
—11=1112�11191-
A
0-
'OP
LATERAL
BRACING
7 kIATFR!AL
113d MAILS
SE
()V NE
X- 0 AUL
0
0
1*7t
hj
rn
%
Q6
4'0 7
SS
VMEERS April 6,2001
-VOV(IV char?44 I%Ihf Nj vivi taea and JU.'al;NOJ'r.S ON VIM AND JWVXTWn U101C 0 FJIOPX U"s
064,?n Vvicl 14,1 kjla onfi,with M.(16-k calino,:Ic4i.Thk d"k;A'Is b-:ijad On?Y Upon pcj.,C..fnafgilil thejwn'and IS log an hdWuol buwkV comP�rjenl to bo
doit.-r,01 8fo6•1r.0 ffic-tvn 4-ICI k:04t.tif tkiflp"ll ,I indIVUv011 W&I,fftalr't-dIs oM/.AddMonal lompOtaly t-f0cIn0 10 IntWe Nobility dvfirij cvnlllvclbn III the
vA thili '50, ..�cl --r—
of. A041k.-fiol two,110Q Of the ON'will vituciulo Ic It"o f0ir-orAlblilly of ilia bullcilt)a dazionar Pot Q<'no;fal Quldonc-o rk A
'giocl'aing I'l 11011.quol-Ify conical, do'lvoly,oteclm and block10,CoAlull UST-58 00018Y IlaWLICId,OSI-09 Siccing sp4ctlflcallon'and 14111.91
avakiwa Irons fluts Full&Vjcjtjut*,6%3 0'onoffko 011ya,Ii.,ndX— wiA1110
I
i
4X/5rldG &UILP1140 pc-Q�r�
I
n
Z� �0 c.G.
OL
I
7 ^a QtA6oa+41. L4tAUf +»►+�
T
q9
Ly WS Ce�.le0.tr4� ♦1ZR
{
OWS
RECEIVED
BUILDING S T. JUN 9 8 2004.
F i c
- -- ---- REVIEWED TOWN'OF U ENSBURY
BiJILDING AND CODE
DATE 'j�j III&'
too
if
I zoo
O C. MALE: . ,� , APPROVED DRAWN 6Y A oh
DATE: REVISED
TGWN OF QUEENSBLRY 3UltDING DEPARTNiEN t
r`t
Based on our limited examination,
comppliance with our comments shall 1 £
not be construed indicating
sting the full %N dt f^ 3.N'�' `d a 4i^KkkC''7 C'Ij , A V 1 C t S
plans and specificationstate. A OA DRAWING NUMBER
compliance with the Building r,
eu T•a Z
Codes A
T
' NOTES .
1. AO•construction to compy with'.the N.Y. 'State
Building Constnidlon Code applicable to One and Two
Family Dwellings, to the N.Y. State Energy
Conservation Code, applicable leww$, statutes and
d local rules and regulations.. .
2.Comply with all laws,rules and ordinances and orders
of any public authority bearing on the performance of the
work.
3 Thd contractor Is sol*responsible for all
construction means,methods techn". sequences
i < and procedures and for coordinating in portions of the
!2 P t T G t3 work.
r N } 4.The professional services of the.engineer do
Q OtC
not e)derrd to or include the revrcw or sdc observation
S t t ta`f to I o H!4.S. •o of the contractors work or performance do this job.
bw t..dA+o * r�F7 h try 'R� •` the en.ineer Is . not responabb' arrd is to
*Pjb4 tx !a Thus. 3
C O-0 IZ QA fk�L �e./GP� fS M fA A N'A FA C�► ' be held harmless the owner from•'any claim or
_ _ suR whatsoever, Including all payfnents or costs
Involved arising from or.: Weged!to have arisen
f from the contractors work to conform to the design
i Intent.
5.An measurements to be job verified and advise
Engineer of any discrepancies for determkratiorr.
i
i
S
14.A!t trusses to be Installed and braced per
! manufacturers and/or truss institute instructions which
ever are more stringent. .
15.Truss manufacturer to provide truss CwWcdion,
design drawings,and calculations to design engineer for
review prior to building of trusses.
i S.A I trusses to be designed by fabricator as per design
loads.
y"
to of P t.a rtS Z`f u o.c•
M�rAb Q,r►►"s�'tA� 4
ti
2 t 12 141ADI-01 7.K 1'Z
t�'X(57`i�G �u►4�i'�J�
to rt-0
`dos�_� i!•t,�R�0�,�_ T�£.7 �f t. _.. .._. ......_._._...._.�
3o'
SCALEA 4 APP O B1 A- DRAWN B
DATE: ` , REVISEDA M
*.141A 44 CP- gut £icy f cF
DRAWING NUMBER
G�'LC�VAIN 0f-3 t uc eqIL5 z