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96-327 • • CERTIFICATE OF COMPLIANCE TOWN OF Q•UEENSBURY WARREN COUNTY, NEW YORK • Date 19 96 L` 1 rya ^ A. • This is to certify that work requested to be done as. shown by Permit No. 96327 has been completed. This structure may be used as a DECK . Location 237 FIFTH ST. EXT. Owner LEWIS , GARY Sc. MELINDA By Order of Town Board TAX MAP NO. 131 . -7-11 TOWN OF QUEENSBURY • • Director of Building & Code Enforcement BUILDING PERMIT VALUE $ 750 TOWN OF QUEENSBURY 96327 No. TAX MAP NO. 131 . -7-11 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to LEWIS , GARY & MELINDA OWNER of property located at 237 FIFTH ST. EXT. Street, Road or Ave. in the Town of Queensbury,To Construct or place a DECK at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 237 FIFTH ST . EXT. QUEENSBURY, NY 12804 2. CONTRACTOR or BUILDERS Name LEWIS , GARY 3. CONTRACTOR or BUILDER'S Address 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction— (Please indicate by X) DECK 1 I Wood Frame ( ) Masonry ( ) Steel ( ) 7. PLANS and Specifications 200 BiQ FT DECK AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use DECK $ 16 98 PERMIT FEE PAID —THIS PERMIT EXPIRES June 25 19 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this _ 2 5 Day of June 19 96 _ SIGNED BY Z for the Town of Queensbury Building and Zoning I ctor • TOWN OF QUELNSBURY Fee Paid I .0 . oa QUIL & CODES UEPAR1MENT Permit # ) / - APPLICATION FOR: PORCHES-DECKS Cl- DOCKS & BOATHOUSES Est. Cost 75Q A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF THE FOLLOWING: The undersigned hereby applies for a Building Permit to do the following work which will be done in accordance with the description , plans and specifications submitted, and such special conditions as may be indicated on the permit. WO SETS OF STRUCTURAL PLANS SHALL BE SUBMIT1E1 WITH THIS APPLICATION. Owner of Property: rie. �.��rlin�... r- 60-r y I ef.)/S P.O. Address a3? T tf 7/1_9 • 64. Q .. ljurr /`'Y / 2. Phone # 75/3-/3Q6 Property Location Oup,siLsbtuy Tax Map # [3/ -. -f( Subdivision Name (If applicable) PERSON RESPONSIBLE_ FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: Name: (*ry Lajf3 Address 0?37 atmisblvyPhone#W,5-/3)+ • BUILDING SPECIFICATIONS: Type of work to be done: Porch Ueck Dock Boathouse (Circle one) Size of Structure to be built (square footage) : a d p Foundation Material : Width K" 5o% Thickness Depth of Footing, below grade: qtr Size of Posts or Studs : yv x g„ - x /6 Long Size of Floor Joists: x x /D r Span Decking or Flooring Material : 5/4 '(o S)'? How will Porch or Deck be fastened to building? will b, JUN.1 vld4► 71996 If Roof Will Be Installed , Answer Following Questions: Size of Posts or Studs : x x Long _ Roof Rafters: x Spacing Span Roof Trusses (pre-engineered spacing) : Span Type of Roof: Sloped Flat Shed Other (Circle one) Material of Roof: ZONING INFORMATION: TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached hereto, showing clearly and dis itt nctly all buildings, whether existing or proposed and indicate all set back dimensions from property lines. Show location of water supply and location and configuration of septic disposal area. Size of Properly: /00 ft. x /p© ft. Existing building(s) : Size 1,1C ft. x {'S`` ft. Size q(6," ft. x q` ft. Use of Existing building(s) : Proposed structure, distance from property line: Front yard a 3 ft. Rear yard (2 9 ft. Side yards 3 a ft. and (it/ ft. If on corner, setback from side street: ft. DECLARATION • To the best of my knowledge and belief 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 not, and that such work is authorized by the owner. DATE: (p r 4, SIGNATURE vine , wner s Agency A ' -ect, ntractor REVIEWED BY CODE ENFORCEMENT OFFICER, DATE SIGNATURE \ cd9 . CUSTOM VIEW CUSTOMER -- LEWIS DATE 05/30/88 REF LEWIS `'es:- iltA - ': : :I 1'iI41iot•so,ak44 i4444 ' 4I°aI° II "\a4ittik --->jlIl 1111 '.-'' r ` 1 -- III ...'4.:*‘**-****.:-**.:::4:::;"'44-4,0- .. — —. _ : '. E', :'' _L . -e!...::::::::::-.:::-00.„ , . ----- ----------„ ----___- . I E E f\NINI ' 1 ',I', . A'%.*4!::44:::!::::.:::4"; - 4- A -s.v'41::—:!;:—:::;.*:::;::::::::: -- ---K!-1 i III:i14:41i'N-I '11' C� CURTIS LUMBER CO.; INC.885 ROUTES-7 BALLSTON SPA, NEW YORK POC491 Pae , CO: CUT LIST CURTIS LUMBER CO.; INC. CUSTOMER -- LEWIS 885 ROUTE67 DATE 05/30/96 REF LEWIS BALLSTON SPA, NEW YORK PI 2X6 /41 4. C. IE I II 1 4 III A A A rA A A A A A A A A A A IFI BI ,. IDI �a I 1 ii 1 I IHl 11 I-- Z8/o r LABEL /a LENGTH BEVELS LABEL LENGTH BEVELS A joist (14) " 9/ ' 'f E ledger 19' 9" B fascia 10' F45 S45 F cap 10' 4 1/2" F0 S45 B ledger 9' 6' F section 4' 9 1/4" C fascia 20' F45 S45 G cap 20' 9u F45 S45 C ledger 19' 9" G section 4' 10 1/8' D fascia 10' F45 S45 H cap 2' 5 1/2" F45 SO D ledger 9' 6` H section 1' 7 1/2' E fascia 20' F45 S45 I cap 5' 1" I section 4' 7 1/2" 11-1 i Pqc-6" C1-3_) BEAM LAYOUT CURTIS LUMBER CO.; INC. CUSTOMER -- LEWIS 885 ROUTE67 DATE 05/30/96 REF LEWIS BALLSTON SPA, NEW YORK 2' 1/4" I A II II I II II II II I III II II II fl 1 5' 11 1/2" B it It I I II II II II III II 11 II II I 2' 1/4" 1 1. T BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 19' 9" 4 6' 5 53/64" B 19' 9" 4 6' 5 53/64" Post spacing is measured center-to-center. Depth of concrete footers --- 48 inches. I' u/ PLAN VIEW CURTIS LUMBER CO.; INC. CUSTOMER -- LEWIS 885 ROUTE67 DATE 05/30/96 REF LEWIS BALLSTON SPA, NEW YORK 20' 1 [ I I I • 3' Load and support : Your deck will support a 97 PSF live load. Posts have 48" below-ground post support. Deck and post height You selected a height of 24" from the top of decking to level ground. Therefore, the top of the deck support posts will be 15.25" above level ground. Your salesperson can provide information for uneven or sloped ground. Joists Set joists on top of beams, 16" center to center. Be sure to follow the deck construction detail available from your store salesperson. Note : The design requires knee braces, beam splices and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. BILL OF MATERIALS --- LUMBER CUSTOMER: LEWIS DATE: 05/30/96 REF: LEWIS SALESMAN # 1120 COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE DECKING 5610T 44 EA 5/4X6 10" PT PINE V/ APRON FRAME 2416T 5 EA 2X4 16' PT PINE APRON FRAME 2410T 2 EA 2X4 10' PT PINE RAIL CAP 2610T 1 EA 2X6 10' PT PINE RAIL CAP 268T 5 EA 2X6 8' PT PINE HORIZONTAL RAILS 2416T 7 EA 2X4 16' PT PINE VERTICAL RAILS 224TB 66 EA 2X2 4' SQ BAL PT PINE RAIL POST 4416T 3 EA 4X4X16 PT PINE STAIR POST 4410T 1 EA 4X4X10 PT PINE STAIR STRINGER 21012T 1 EA 2X10 12' PT PINE STAIR TREAD 5612T 2 EA 5/4X6 12' PT PINE BEAMS 21010T 8 EA 2X10 10' PT PINE JOISTS 2810T 14 EA 2X8 10' PT PINE' FASCIA 21010T 6 EA 2X10 10' PT PINE LEDGER 2810T 6 EA 2X8 10' PT PINE STAIR HANDRAIL/CAP 268T 1 EA 2X6 8' PT PINE HORZ. STAIR RAILS 248T 1 EA 2X4 8' PT PINE VERT. STAIR RAILS 224TB 14 EA 2X2 4' SQ BAL PT PINE GROUND POSTS 4416T 1 EA 4X4X16 PT PINE paa' • BILL OF MATERIALS --- OTHER MATERIALS CUSTOMER: LEWIS DATE: 05/30/96 REF: LEWIS SALESMAN # 1120 COMPONENT SKU QUANTITY DESCRIPTION 160 NAILS M116GDN 11 LBS 16D MAZE PTL NAILS 10D NAILS M110GDN 1 LBS 10D MAZE PTL NAILS 12D DECK SCREWS M112GDN 2 LBS 12D MAZE PTL NAILS 80 DECK SCREWS 1212XT 6 BOX 2 1/2" GALV DECK SCREWS LAG SCREW 126LB 10 EA 1/2"X6" LAG SCREW WASHER ,,12W 130 EA 1/2" WASHER TIE-DOWN STRAP 1236 32 EA ALL PURPOSE FRAMING ANCHOR JOIST HANGER NAILS 8TPG 1 BOX GALV JOIST HANGER NAILS LATTICE 2X8 24967E 7 EA LATTICE 2'X8' RAILING BOLT,6IN 126CB 28 EA 1/2"X6" BOLT NUT 12N 60 EA 1/2" NUT ANCHOR BOLT 128AB 8 EA 1/2 X 8 ANCHOR FOUNDATION BRKT,4X4 1243 8 EA GALV. POST BRACKET,4 BEAM BOLT,8IN 128CB 16 EA 1/2 X 8 CARRIAGE BOLT SONO TUBE 10ECT 4 EA 106X 12' SONO TUBE "CONCRETE,80LB 80CM 26 BAGS CONCRETE, 80 LB BAG %.M J ?3 :os r^0I 1 o-h a9"t°"°S rs ) L1 � ,,,.I I � � s �J p 1- ;1e 1n �,CL�f 1. erf roW 114 d. �'/e3 s-9 +e-)sva h 1 :\si \v,r_ _, 1. ...f V1 _._.i-.._...x. Ai. i ! .._!.-..1 ._-1- -L- t--.-.I I ---t--._s-----5--- �- -a- • 'i ' l' i s 1 4 1 '' ' 1 . Q., t.0 w . t pc . ,.. 4 i , , a�{w2o4 g +yarsyova ;.- �d Ga a o SIP' S 4 ,8,ve+d R'', • y 1 I I i I ..mpiso uv'..p-as sad sa1w'.s b h'S : ) i i Au al \ 4 . � sas o�r7 o C 11 n s�4s J +y" +al'z1��v I'v�C so W v;� to ,, �M ��'�S Edo roa'A-j.u'�j ai o++`i��� INQ�I..� btituiovJa.s'aI ap,,c,,,9e 'a Po s 5 Soays .J° ap!S -'ad y '�'0 S f sYid b � 5 4,!ciS far+ S Abu f'74 -,�'t'zl t 1 2/ S °i -Jai* j o. %,lE 1 ��I 1 FILE COPY ,, 9 (x3.3;7 N� JUN .17199E 75.00 �--- -- -� A°3 A N 0 R. ,_______-----------"Ir-HT EV -v.i.: 0 , \ \`-k...) "- k 1 \\1\\ \ yam' 00 , ; ?ppp IA livatio- 1 ....... ..... 'Aft( \ VC i 4 , io a \ \ - lorforefor . szt \\ \ \A \ \III X ZOn �F Q�yEENs 7/ 6' IpWN <.. . lial j ' • — — TOWN Of cliESISBURY BUILDING DEPARTMENT Based on r limited examination, DODO compliance with our comments shall not be construed as indicating the plans Znd specifications are in full compliance with the code. TO\Parr - '',IFEN eft r.01rAg1yT. :: TOWN OF QUEENSBURY Ike `f BUILDING & CODE ENFORCEMENT 1 Nw� 742 BAY ROAD QUEENSBURY NY 12804 (518) 761-8256 ARRIVE: V.126 DEPART: V.,;') ), INSP* L FINAL INSPECTION REPORT — RESIDE I DATE INSPECTION REQUJST RECEIVED: NAME LOCATION 2 7 3 sx DATE _ AC, PERMIT N 54 32 7 TYPE OF STRUCTURE chi/ FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC _ INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGHT PLUMBING VENT ROOFING EXTERIOR..FINISH ' DECK PORCH —PEPS RAI INGS RELIEF VALVES FURNACE/HOT WA R IPERATING INTERIOR TRIM/PRI CY DOORS FINISH FLOORS: BATH/KITCHEN WA 'TIGHT OTHER FLOORS S ' • :LE OTHER FLOC)* CARPETE' STAIR CLEARANCE/RAILING SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES _ FOUNDATION INSULATION GARAGE FIRE PROOFING DOOR CLOSERS FINAL ELECTRICAL SITE PLAN/VARIANCE REQ. FINAL SURVEY PLOT PLAN OK TO ISSUE C/O OR C/C ��IJ?LJ VV' " (518) 761-8256 TOWN OF QUE SBURY BUILDING & CODE ENFORCEMENT 161A 742 BAY RD., QUEENSBURY/NY 12804 P* INSPECTOR'S REPORT: ARR`.[)')` DEPART\.., I,tO REQUEST FOR INSPECTION RECE VED: --Aar/ NAME MI6 AP 41 �0 Zip `m.i, LOCATION � 3 r") ti DATE \ `9 ERMI A 3a-7 TYPE OF STRUCTURE: ��►7 " "'"` RECHECK _ APPROVE. N/A YES NO /F0OTINGAIONIIIP - A. a MONOLITHIC POUR FORM 14 De • REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONS BLE FOR PROVIDING PROTE TION FROM RE ZING FOR 48 HOURS FOLLOWING THE P .CE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE •i SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN LACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS 4 BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- CEILING R- 4 DUCT WORK OR PIPING IN UNHEATED SPACES R-