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2011-547 .41/Afti TOWN OFQ UEENSBURY w742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 ��� Q rY, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110547 Date Issued: Tuesday, May 20, 2014 This is to certify that work requested to be done as shown by Permit Number P20110547 has been completed. Location: 246 AVIATION Rd Tax Map Number: 523400-301-007-0002-027-000-0000 Owner: CHARLES B KING Applicant: CHARLES B KING This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (7DJ/1 . owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 41111111111k TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110547 Application Number: A20110547 Tax Map No: 523400-301-007-0002-027-000-0000 Permission is hereby granted to: CHARLES B KING For property located at: 246 AVIATION 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. Type of Construction Value Owner Address: CHARLES B KING 246 AVIATION Rd Garage Detached $5,000.00 QUEENSBURY,NY 12804-0000 Total Value $5,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-547 676 sq ft garage $101.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,November 04,2012 (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 T Queen ry;.. F ri i y,November 04,2011 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement SF a ooq-- Oq, R a J1 OFFICE USE ONLY - • �C� f.-7 ' � 7 /J2'/7- , , TAX MAP O. - PERMIT N0. FEE PAI /0 .41-0 BLDG.&CODES APPROVAL , ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. . • • A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDINGPERMIT. OWNER: ( 11a ' S b• `I' f INSTALLER/BUILDER: LilC,l-ee S t ( ADDRESS: 014 CG' 94-1,1',,,A(P-. 12et ADDRESS: (, PHONE NOS. 6)n PHONE NOS. LOCATION OF PROPERTY: yity,C(--)c;•-, tL SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: c? SCG's41,1C HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES NjYO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ S/66(") ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: fr CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: st 2ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE • BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: c.R ) de(_;K (c;" J Cl/'t OTHER ACCESSORY STRUCTURE: � j 'iZ _ fS, ' -09 *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR'(FLOOR AREA RATIO]. QUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the 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 Codes, the Zoning Ordinance, and all other r laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8258 OR EMAIL rnriaefArtomean chimi Heil S -1 A-TU-9 - Queensbury Building & Code Enforcement - Residential Final Inspection, Office No. (518) 761-8256 Arrive: am/pm Depart:\\s`D.5am/pm Date Inspection request received: Inspector's Initials: NAME: On dingy K( ^q, PERMIT#: — 5- LOCATION: A y(p 6 v i D n Rea DATE: TYPE OF STRUCTURE: lacer q e Comments: Yes No NIA Y P � ' y,1l a 4" Building Number Address visible from road � Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing V imum 18 inches Roof Comple h Complete Platform at all e 0 Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant 3- ---J.--c 1_ Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate � � � --��� �L i I Gas Valve shut-off exposed/regulator 18 inches above grade C� . Aj-e„�x`' )--4-- Interior privacy/trim/doors/main entrance 36 inches D i - Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing �ars...k.. .......,____ Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: (v C) 5 Outside every bedroom area: 1 �-1 Inter Connected: Battery backup: ,c Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 9�L � Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents \,t�0 •„S Bathroom Fans,if no window Plumbing fixtures ► 1 - _ • Foundation insulation to floor I Sticker on Panel h-'i � Duct work sealed property/Blower Door Test Certification ___________ Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet 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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum"A”Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/' hour fire door/door closer Gas Logs in Sealed or Glass Enclosure final Electrical;Energy Saving Light Bulbs 50% ---------,--->, Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required ,. Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms1Residentia l Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Framing / Firestopping Inspection Report • Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: .� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �a NAME: ( 1 -� / PERMIT#: LOCATION: INSPECT ON: 111,il��!! !! ,_, 1 TYPE OF STRUCTURE: N COMMENTS: Framing ss 22" x30"minimum Jack Studs/Headers Bracing/Bridging �/ Joist hnge tt Jack Posts I Main Beams ,,,(('� Exterior sheeting nailed properly 1�` �� Headroom 6 ft. 8 in. T-1/M14eL P N 5s 5 Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. bA , 0 � Notches/Holes/Bearing Walls R.glAA-)51 Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D naAs each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-0LOSu(ding&Codeslinspection Forms Faring Firestopping inspection Rsport.doc Revised January 7,2008 �Foundation Inspection Report _ Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 010 am/pt Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: I ' PERMIT#: 7-07‘ LOCATION: #`�`��i� NIN INSPECT ON: L567./7 n7 TYPE OF STRUCTURE: Comments Y N N/A FootingsWurrApc'�. Piers Monolithic Slab ever.. t v Reinforcement in Place 5 — Li1 The contractor is responsible for Ap Otte._ S T Aer'<,__ providing protection from freezing for 48 hours following the placement of the concrete. for this purpose on site. Foundation/ llpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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 Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc last printed 12/20/2005 9:24:00 AM C9780 33 I- Ylea ,..- , . i s (4 L- hciri.z.5- i---1 ,rAt -_1 , 0 --07 , , , , oti 1 i I A u fa-00i ii:-.'i 4.-.--.>„\IL , i' Al_0 _ _ ...4.6,:1-b,,- ,,-,- .:: i.j. 1 J, i - - A v tat icy% rici P 1 0+ Plail i tog 1 i • • .... * 4/04 Ora un-to -._ ,5-cg ! a. 1 t i I k re, T9 vvo \, ............ Co" ac-iVek , step L.,LI I ,,,,,,,,,.„,, : ,J2_,. . 1:,' \ ‘ i ......_..............,97 , Y TOWN OF QUEENSB 1 8 I ING DEPARTMENT ivi 11% ''''. lir ae.Viavi.k•---dr-‘;', --- is_,--01 0 FII.E COPY Based on our h. ed . amination, compliance with our I - ts shall not be construed as • •*.: 'lig the plans and specification- are n full compliance with the Buildi.- 8 I:-of New York State. — 1 1,76 i 1 wofes : wmciptA) h.epcte e --1 lriA-i du ( \\,-4,)A ' ,4. ( - i' , IL.baind&uti 1 , g' A S. 5;a•e•-• _ - _ ,.. L — .1 - — lwf,A4i civil , 1, 2_,6 , 1 vg-1 DoeH ! /1- x I . , N. 51 Jt-- . - . _ ., 4.. — -7- 1 • .1i, '• V 1'hY1/ a _ 1 1.11'n A . ,/ „ • wicils - : '7 x ) 6 II_,,,:i 7- 7/ir; havArri-v3)\ -i-•\02 1.cA rvor("n 6 ico'll •-•,` _.-c_.,,,C7a-t,-4-- , Cr----• * „/3,-d_kr7.- -----------v1( _ ` -i•-51), :''' - -,1----:- ' ,,IN a'f51- it 4 ...11, 1:, 5 ialc • . i I . i RriC,ho'ir ' _. .__ q e_,one..Y .74-:-- i_ TOWN OFtU5ENSBUR1i. BUILDING & CODES DEPT. TOWN OF QUEENSBURY BUILDING DEPARTMENT Reviewed Uft y: ..._\---)......:-.. 2---).-- Based on our limited examination,compliance Date: with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. 7 --O : P.,''. ..IP 1 i I' P. cf t (:(3'oii M.0 1,1 R E S DI MI '' , (1 ,11_,,r . '!',,f.,T1 WIT,1 1) i.3 1,i'A(.'.: ''C, ',,','..' f7., ir:!,_:.),/ :H'I'-'22) t 00 kg P I, I+I.0-.1++II. ?+,++;EA N ....;;;;;;T, A I-I C E /-- 0';.), CI;...0&.Ii+..;0 I; 1...F:I-I+.-I ';'f,-; I+I J " --; Ni'I :-.-!T:i.)0 i3PAC I',\'C., 13.I.,DG, LOCATED niYIIII I;; .E. ri'l ROI')F4, CA-I' H, EX2 13, ! Kzt.. Att I.00, WIND W.-. Dt. -!"-;..0 PS r„ +;;;)H+,;+0 It+,1?"; DL,H, lc': '''''''' 'I+I „?;,'"?' 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AC Rg IRp -I! -..1c-• F- r8 a Ia r >' = S" cIR4 n5 w z n zi C n 1 - --'� ' Ll I o CI b ,y ^01 ,1 x I b a.•A z Q,. y'x'� 1 11--- pR _i3'' 'D 1 Z n I e• I -.;A Y@'.. ^ t .`7.1 c o oca _o ,- r 'q ,2S a 6 ,�� c. NI, d i ff.T-7 0• ',t. rig z �z�g n K :".i y I!i i _I--_ u I 5 `�N - I. !I . u0 c pz 41 '. a$ ;1;74.2..!, s i 2 • OIC a c 4 cal f ? ,U, o� '-'� O t7d '--1-11 i v " U1 [� I ,Ne 1(�� GO ° !a' z f 1! z i 777yh777 r +, O JO .S l • 41" 9. 2 tJ 2 N• IV, ?g f 1 I '5 (O 1 ! �� (O(�� I (J o - p - fC I '� Zl l!: 1 v t 'd ate:sze t 5 AHd HfWa,l, WEA P. :RI tin?-1?-inn TRIS 9110 PREPARED SROM COMP II TER [OCT (LOADS 8 Of HENS(ONS) SUMMED 8Y TRUSS NF1. (Wood 1011--Woad 1011 -- , *' - 61) Top chord 2x6 SPF #1/(i2 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg. Located cc'. Bat chord 2x6 SPF 11/#2 anywhere in roof. CAT II, EXP C. wind TC OL-5.0 psf. wind BC IX-5.0 Webs 2x4 SPF fl/ '2 psf. rt; Truss designed for unbalanced snow load based on Pg90.00 psf, Ct=1.10, Wind reactions based on s4WFRS [ pressures. Ce=1.00, CAT II & Pf=69.30 psf. c In lieu of structural panels or rigid ceiling use purlins: See OWLS A10015050109, GBLLETIN0109, & GABRST050109 for more CHORD SPACING(IN CC) START(FT) ENO(FT) requirements. BC 120 0.15 25-85 cc Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. ..ab R; Roof overhang supports 2.00 psf soffit load. Handling stresses not considered for plates. Handling of this truss 3 requires special care by truss manufacturer and installation Uplifts based no an elevation of 1000 ft. contractor to prevent plate damage. cti c PC -e • 5 5 1- -T 5 5-1L.5 � •� 0-6-5 /1 ` 1! or ' / ,/ /i / / / / , i A T co 3X4(A1) a 7X6- 7X5= 3X4(A1) = on rig L--- -__-.-- 13-0-0 _I_ 13-0-0 - ro 11144,11 I I k 26-0-0 Over 3 Supports R=213 PLF 11-26 PLF W=26-0-0 RL=9/-9 PLF Note: All Plates Are 3X4 Except As Shown. Design Crit: CUSTOM/TPI-2002(STD) PIT TYP. Wave FT/RTa2O%(0%)/5(5) 10.02 ,j,. ;A+r r .'2 NY[J1/-JEJR/- Scale =.25"/Ft. "'VANMMG.' 11101111 0100100 EOIPITr CAW.10:Atl0CAIIOR. 1100111... 1UIJP1 W. P1t411116_111'Ramon, ca•i + $ • 4G 1 TC LL 69.3 PSF R E F R956-- 7403 won (0 SISIMIOIIllrI! LaIPIS[31 53CiY[PI1RNx1IUY1. KMKM(Slip NY EPI (111011 PLOT INS11(ult. !10 Yn t1C SlPICt,sum_ HO.H iroliA1w. 10,>II1 II r.16, p16 OTC* 10 91., MUM,1RU15 CO111CI1MUM, 4100 d011t1•tt5l 1A1i YI1r.11oo.to 5311a r01 Sart1Y It.Cl(CfI 111101 co R(I,opsIti rtO sr rin(f1.I1s. macs, Ir. It TC 111 10.0 PSE onortol1F 11n ICnf1Y ICI 111040)MAIL..of PMOCoor allAtonO SINlCI0PA1 RIAIi S 1111011OP 0..111 1NA,1 1MP1 / J l ' 1. 1. VL 1 V DATE 10120/11 w P�OIE IIY wrr octro•1010 CELL(tt. n • 4 Z W� BC DL 10.0 PSF DRW NOITSR 95fi 11MOO 3 M1OUI. RTARTti UO RC 5 Lon ff nus EAin t to ME O 11Ilaua5 OC 1011101[101. 111111111110 IIIL 1W5Na lm ( Lfj �1J ,� rwour. 1te Floti 11u1 RC 1:r llntsmr MR Ain nen.Ilo11-lwl INIS nEs16Y;moo rulolr n wn1 IUL Hasa C,1 BC LL 0.0 PSF MO ENG CAT/SLS- Amin IL LNN1NNMCL,1111 A1, OP FWRICwrioc.IIAIOL Iii .11111P1Ii 1C(ti d INACEti or ItIilrf6 i ♦ / - OISIG:Moot.1110 APPI IGOlool PC04Ii1'u16 4-te” 11w11n111 01310.1 sett. et}Feel! 110 III- x.11.111 1050101w FLAILS A1110001 IS eof mine., IS N/Sf)1)w'IN x.63 Y<0PL 10/10(V•. I,I..IS:6,LO.311x1...IP1 ' 4. 6100,, II TOT.LD. 89.3 PSF SEON- 54119 w •,;115 t0 IwCN tett 10 111115 don, 1*IC51 0i11LIY15f LOCilt0 OY for5 0r011:m.PCIILION Pit 01w010Ct 1WU-2. , Q_ ;ir L. �er�� 1 AYr 1111x01(01 Or PIAfLS 10111000 11 111 f1ULLl Ilr Ir0 wn0[x.iS UC illl-1uu1 i11 1. 1.`•IA1 CY I1.IS //1./�ply� ` ----' "'�•�"1 iSilaR Din. rf.'0110010 Cr *P.11 VII for i 11F.IIEER:C6 NroNM,111 l 6.. . I IN.INISS I1 :0 1 1 •-100'11%0' -. , D UR.FAC 1.15 Ear*C1 MO63045 Byto ursi ere UIf411i 1]Ili VII Of ion COMM:Con rot cue W11 G1 116 15 116 11510161111111::/ T11 /.. L _ City, BVIL0IIn&OSIGKYPER1t5[,•1PI1YLt. SPACING 24.0" JREF- lUGC956 102 "THIS DYG PREPARED FROM COMPUTER INPUT (LOADS I OINENSIONS) SUBMITTED BY TRUSS MFR. (Wood 1011--Wood 1Ull -- . *' - Tlj Top chord 2x6 SPF #1/#2 90 mph wind, 15.00 ft mean hgt, ASCE 7-05. CLOSED bldg. Located cc'.', Bot chord 2x6 SPF #IJ#2 anywhere in roof, CAT II. EXP C. wind TC O1=5.0 psf, wind BC OL=S.0 `: Webs 2x4 SPF 0Jp2 psf. r�; Roof overhang supports 2.00 psf soffit load. Wind reactions based on MFRS pressures. rte; c In lieu of structural panels or rigid ceiling use purlins: Bottom chord checked for 10.00 psf non-concurrent live load. CHORD SPACING(1N OC) START(FT) END{FT) BC 120 0.03 25.74 Deflection meets 1/240 live and L/I80 total load. cc Truss designed for unbalanced snow load based on Pg-90.00 psf. Et-1.10, Handling stresses not considered for plates. Handling of this truss a' Ce-1.00, CAT II & Pf-69.30 psf. requires special care by truss manufacturer and Installation rt contractor to prevent plate damage. 3 Uplifts based on an elevation of 1000 ft. r 3 C -t 8X8= /1 3X44 3X44` 5 r- `� - 5 5- 1 S 0-6-5 0-6-5 8X8= 8X8= CD 5X10(Al) ,-= 5X10(A1) m NN.) al .c. n Q1' N �o41 L- 13-0-0 .,_), 13-0-0 -I Ec 26-0-0 Over 2 Supports R=2563 U=101 W=5.5" R=2563 0=101 W=5.5' RL-115/-115 Design Crit: CUSTOM/TPI-2002(STD) OF PLT TYP. Wave FT/RT=20%(0)/5(5) 10.02 al. ,, 4 .,iiI :12 NY/-/1/-/E/R/- Scale -.25'/Ft. '"WARNING" )MUSSES i[uUIRC FX1MtIE Car IR F)RUICaITH, IVJULIIG, SNIPPING. tN]1AILIIM.NU StAt it.. �0 TC LL 69.3 PSF REF R956 7402 IF:IN TO RCS( (s1111n1WC 1511 arTI 3.4.11-71.TY1GINAlIoi), P M SSNU,BY IP1 (IIUSI 111111(FSTITUTT.]i3 RCkni UL SiRttl.SUIIL M.ALL4113.IIA, VS, 72:t*1 s30 UIra 11.000 1415] [WWI. Or 41CRICA. L300 t �. HIrnPUsr IAN( NOilsr,N, .er s]nl) roe SAM,PIAr.TIISS 1RIAl fl PtaI01NINc IIE11 FINcnOV1. MESS ' i 1 , tTC DL 10.0 PSI DATE 10/20/11 01,1013415N IWIGILA IOP CIIMU IRAIC IIArt AOPINIr LT IKNIU STINCIINAI Phials*1N.,10110R Milk*Sim.. N Ir C ' a PROPERLY wTTwCNEO 550I0 cETI.INS. 11 r .' 'S 2. IOIOU 1 BC DL 10.0 PSF DRW NOUSR956 11293002 ••IMPORTANT"•IUtil]N).Cop,IR ,i s 1.11.1104t1.11.1104tTo HEI IISTAi1A.rtn11 COSRufI0k. TTM WIRIER.WIRIER.CI 0OtNn I 1'i� "V MOW. IRC SItoI ROT RI MFSM01315Li ere 6110 KIIAIION INf01 MIS OkSIa:ANI'AItU*I I/WM IIINF INNS, .1� BC LL 0.0 PSF M0-ENG CAT SLS ALPINE IN(ORPNINAICC NIM IPI:U 1011101112, 1NR0lli, 5111PPISA. E3SUIIIIG a BOACiRa 6f nusa5- I CAT/ SLS SIM*COMDR*•WITH AWLIURIC x001>fONS Or RLS EMI IodA1 0131c6<PIC,30 1rAMA)ARM Ttr, MOM- I 1 --1 MOXOLCla rinl!S Ae( OWL it POJlTIILLC(I_0)/1!10 ASID A65*oRtor-,0;60(M-t/1.511 MOLT. Situ.APP` 0 TOT.LD. 89.3 PSF S E O N- 54115 N lions To ruts riur or INUlS Mn, 10105*oticr,,S1 I,iCatrn HO oils IASILO,P051110*Ple 0004115$ I000-I- Mih/NM 1NO(A CIi PK C UT 1QC TO,: 10111 t L/L I PLI r;IGC II sN JR s iill I T♦ N rIrSF GI it Teu1S110NtONri3, A 1 P a6mY"°,.....„...a.9115511 Lac �Nus`o+�4►�' OUR-FAC. 1. 15 Hants City,M063045 rc110r1G 1eilirr160rRill( UOIIMCIITi.IN:M t Ilr THIS CMPOM A,100 num eullunot Is TIC sF]i01isioct in,If IIT _` —�I SPACING 24.0" JREF- IUGC956_Z02