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2001-466
" TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 , vim Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010466 Application Number: A20010466 Tax Map No: 523400-301-006-0002-047-000-0000 • Permission is hereby granted to: CYNTHIA CARTIER For property located at: 30 SWEETBRIAR Ln 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: CYNTHIA CARTIER Deck 1,800.00 30 SWEETBRIAR Ln Total Value 1,800.00 QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency • Plans &Specifications 2001-466 320 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS $40.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday,July 03,2003 (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 To f Queen ury; Tu•sday,July 03,2001 SIGNED BY ,4 / . for the Town of Queensbury. • Director of Building 4 Co DO "` # TOWN OF QUEENSBURY Fee Paid22J74 • rm BUILDING & CODES DEPARTMENT Permit # `i APPLICATION FOR: PORCHES-DECKS- v DOCKS & BOATHOUSES Est. Cost - OD . 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. TWO SETS OF STRUCTURAL PLANS SHALL BE SUBMITTED WITH THIS APPLICATION. Owner of Property: (' , */ l i1 rA C o�( 1 -/2 r.L(S P.O. Address Phone # S-1--993--5- 7 Property Location 3o s 11 T Aa r A2 4A-- ir--, Tax Map # Subdivision Name (If applicable) PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: Name: chrA f t.E-wf5 Address 7e) sc,,E /bf2 rrf Phone#,fig4415=5-3, BUILDING SPECIFICATIONS: Type of work to be done: Porch Dec ' Dock Boathouse (Circle one) Size of Structure to be built (square footage) : 3o Foundation Material : Width Thickness Depth of Footing, below grade: `l Size of Posts or Studs: 4. x 4- x Long L ECE V D Size of Floor Joists: ? . a x xr f a. Span JUN 2 7 2001 Decking or Flooring Ma' f c ter?al : 'X l0 TOWN OF QUEENSBU{�� How will Porch or Deck be fastened to building? i'RF S ,,, UILDING RN---�CODDE A-17-racePT 1, e-cC ( (ex 33l ovat, ,C2 — 2 . 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 distinctly 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 Property: reco ft. x ( r (f ft. Existing building(s) : Size ft. x ft. Size ft. x ft. Use of Existing building(s) : Proposed structure, distance from property line: Front yard i(c ft. Rear yard if') ft. Side yards rt ( ft. and 3(, ft. If on corner, setback from side street: cf 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: tri)^1 61 SIGNATURE Owne , Owner' s Agency ch' ' ct ntractor, REVIEWEDBY CODE ENFORCEMENT OFFICER, DATE 7 ), SIGNATURE Z(.. , . RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept. of Community Development ArriveZ t1m/pm Depart `r Town of Queensbury Inspector's Initial 742 Bay Road Queensbury,New York 12804 NAME 1 l I C T I ' 14 (0 ‘.0 LOCATION 9` (� y i 'YLQ DATE. TYPE OF STRUCTl7fE trc )L a-3 N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to ." Exterior Handrails,balconies,lan.' g 18 in. more Interior Handrails stairs both sides or more ri ers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulat it 18"above grade Gas Furnace shut-off within 30 feet r within lin of site Oil Furnace shut-off at entrance to ace area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stair Basement stairs,6 ft.4 in. Handrail exterior stairs both sides m re than 3 risers Interior privacy/trim/doors/main en ce 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 8 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) • • GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive atr _Depart , ' spector's NAME: t C PERMIT It — 62 (42 LOCATION: Q f 'K_DATE : `7-a? -tG7O TYPE OF STRUCTURE: .. RECHECK N/A YENO COMMENTS otings/Piers ��: I I Monolithic Pour Form Reinforcement in Place The contractor is responsi• e r providing protection from -ezi for 48 hours following the „lacem-nt of the concrete. Materials for this purpose on s to Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval, Plumbing Under Slab Plumbing VentNents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R Foundation Walls Exterior R- Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper V t,Attic Vent n 1 Y1-i riZ Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping Er„1,, ,, REGENED v\vE ,,, r1k\ ? -,,-.0 '.'..I ,,,,.1 .v.....,) JUN 2 7 2001 4k \) -/4.7'1/ / ;7/ &Di-,0,./..c- & ,7i, TO ,_- •F QUE61.,1uN B :-tit IN G AN DE\c' A I. t Avilb / 4 F61.9"*.tk' 14 iPlil/ieTH i P iPt4:-EBAIR°'1E.RD !lkik v— . -. > cc3 6 ;S) A 1.1. ill z i 1 1 c.::. .-D•.$' vi:•\ „..1 k‘ ‘..)‘` .ttr •,.. % M \ 1"1"2' CN/ CI (.9 0 t 1 ,, = z ,_i 7c> %<-5 4. 32:- ..--- ,-. .-- ... --) D , ';11 0 CO ;4--\- S---, \‘--- '1)_... c / 6 ]' \ .... ..,... v / C -......... . ,../ ‘,1.....\.. ., kn .') • fac, t_ -ra H a(15 A" E _.) I —I—) TOWN C QUEENSBURY BUILDING DEPARTMENT Y. 3 c) \----, limited B Bed on ourexamination, c) compliance with our comments shall .- a,...) P '"‘ --.., -q ;'1 / . k) not be construed as indicating the plans and speciiications are in full _..z.... ,•-• — .-1 cr .Ni? tN. TOWN OF QUEEN f:':: ,. RY -....1 1 i _ . BUILDING & ' ' Ili• Jai" t REVIEWED BY _....,,/,4 ,,,,,...,_ / . ji WAWA Fill// DATE • ,...„/ f • s . '' — .4.- . ',.- . • .. . • , .•,' - . . . . ..r? -1. A 1~7) 4.' ACA • Pt--41) 1 f •r"" 4- ' 104012 ',.!• 1 • i CUSTOM VIEW s• 1 , 1 c,,,,,a,,.... L8 CUSTOMER -- BOB LEWIS/CNIAPIVAI. 1,,,C..Ve141€-Ir-L'"'"4::') . . ,. . DATE 06/26/01. REF Deck01177 () t, ' ,....i A 6DNITI `11/1)\P' /-. p.5-, I l..„, •A''''''''.•:'''';•.'' '''''-',. . •,.. ..- • .. '''''''.4. 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QUEENSBURY NEW YORK (8001 566 1212 . . . . . • BEAM LAYOUT CURTIS LUMBER CO CUSTOMER -- BOB LEWIS 460 BIG BAY ROAD DATE 06/26/01 REF Deck01177 QUEENSBURY NEW YORK (800) 555 1212 of A tom" O-C_ PcOC3LF zK tp +T1tR0 C3p�TED• • • • cr? C') (U M M t`'? CU BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 9' 9° 2 9' 5 1/2" B 9' 9° 3 4' 8 3/4° C 9' 9" 3 4' 83/4" D 9' 9° 3 4' 83/4" Post spacing is measured center-to-center. Depth of concrete footers --- 48 inches. CUT LIST CURTIS LUMBER CO CUSTOMER -- BOB LEWIS 460 BIG BAY ROAD t" DATE 06/26/01 REF Deck0II77 QUEENSBURY NEW YORK (800) 555 1212 r-i • ill I n■1, 1,' i . I © J '{ I ■;I , : ' 7...________....r.L._____ .. ._ .� .--..n! �. B__.. _ IF -C -.._. ._ . _.os LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (7) 9' 1" G fascia 32' F45 S45 B joist (7) 10' 3 3/4" G ledger 31' 6" C joist (7) 12' 1" H cap 3' 5 1/2" F45 S0 D fascia 10' F45 S45 H section 2' 7 1/2" D ledger 9' 9" I cap 3' 1" E fascia 32' F45 S45 I section 2' 7 1/2" E ledger 31' 6" J cap 10' 4 1/2" FO S45 F fascia 10' F45 S45 J section 4' 9 1/4" F ledger 9' 9" K cap 32' 9" F45 S45 K section 7' 10 1/4" PLAN VIEW CURTIS LUMBER CO • ! CUSTOMER -- BOB LEWIS 460 BIG BAY ROAD DATE 06/26/01 REF Deck01177 QUEENSBURY NEW YORK (800) 555 1212 32' • 1 1 b 4' _ II LOAD AND SUPPORT: Your deck will support a 62 PSF live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 54" from the top of decking to level ground. The top of the deck support posts will therefore be 45.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces 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. Be sure to follow the deck construction detail available from your store salesperson. STRESS ANALYSIS CUSTOMER: BOB LEWIS DATE: 06/26/01 DESIGN: DECK01177 REF: SALESMAN # 8129 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 106 PSF 16IN BENDING 119 PSF SHEAR 114 PSF COMPRESSION 195. PSF 106 PSF BEAMS 2-2X10 DEFLECTION 139 PSF BENDING 81 PSF SHEAR 73 PSF COMPRESSION 185 PSF 73 PSF BOLTS 1/2IN SHEAR 1996 PSF 1996 PSF POSTS 4X4 STABILITY 434 PSF 434 PSF TOTAL LOAD 73 PSF DEAD LOAD 10 PSF LIVE LOAD 63 PSF STRINGER 2X12 DEFLECTION 158 PSF BENDING 181 PSF SHEAR 173 PSF COMPRESSION 711 PSF TOTAL LOAD 158 PSF DEAD LOAD 10 PSF LIVE LOAD 148 PSF BILL OF MATERIALS --- LUMBER CUSTOMER: BOB LEWIS ` i DATE: 06/26/01 DESIGN: DECK01177 REF: SALESMAN # 8129 COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE DECKING 5610T 70 EA 5/4X6 10" PT PINE RAIL CAP 268T 1 EA 2X6 8 ' PT PINE RAIL CAP 2610T 1 EA 2X6 10' PT PINE RAIL CAP 2616T 2 EA 2X6 16' PT PINE HORIZONTAL RAILS 2416T 8 EA 2X4 16' PT PINE VERTICAL. RAILS 224TB 100 EA 2X2 4 ' SQ BAL PT PINE RAIL POST 4416T 3 EA 4X4X16 PT PINE STAIR POST 4410T 2 EA 4X4X10 PT PINE STAIR STRINGER 21216T 2 EA 2X12 16' PT PINE STAIR TREAD 568T 6 EA 5/4 X 6" 8 ' PT PINE BEAMS 21010T 8 EA 2X10 10' PT PINE JOISTS 2814T 7 EA 2X8 14 ' PT PINE JOISTS 2812T 7 EA 2X8 12 ' PT PINE JOISTS 2810T 7 EA 2X8 10 ' PT PINE J-SPLICE 2814T 2 EA 2X8 14 ' PT PINE FASCIA 21010T 2 EA 2X10 10' PT PINE FASCIA 21016T 4 EA 2X10 16' PT PINE RIM BOARD 2810T 2 EA 2X8 10 ' PT PINE RIM BOARD 2816T 4 EA 2X8 16' PT PINE STAIR HANDRAIL/CAP 2616T 1 EA 2X6 16' PT PINE HORZ . STAIR RAILS 2416T 1 EA 2X4 16' PT PINE VERT. STAIR RAILS 224TB 28 EA 2X2 4 ' SQ BAL PT PINE GROUND POSTS 4416T 3 EA 4X4X16 PT PINE BILL OF MATERIALS --- OTHER MATERIALS CUSTOMER: BOB LEWIS DATE: 06/26/01 DESIGN: DECK01177 REF: SALESMAN # 8129 COMPONENT SKU QUANTITY DESCRIPTION 12D DECK SCREWS 13XT 20 BOX 3" GALV DECK SCREWS 8D DECK SCREWS 1212XT 10 BOX 2 1/2" GALV DECK SCREWS TIE-DOWN STRAP TY2 36 EA RT-15 RAFTER TYS JOIST HANGER NAILS 8TPG 1 BOX GALV JOIST HANGER NAILS RAILING BOLT, 7IN 387CB 32 EA 3/8 X 7" CARRIAGE BOLT WASHER 38W 76 EA 3/8" WASHER NUT 38N 54 EA 3/8" NUT ANCHOR BOLT 128AB 11 EA 1/2 X 8 ANCHOR FOUNDATION BRKT, 4X4 1243 11 EA GALV. POST BRACKET, 4 BEAM BOLT, 8IN 128HB 22 EA 1/2 X 8" HEX BOLT 8IN SONO TUBE 8ECT 4 EA 8"X12 ' SONO TUBE CONCRETE, 80LB 80CM 31 BAGS CONCRETE, 80 LB BAG BILL OF MATERIALS CUSTOMER: BOB LEWIS ' 3 DATE: 06/26/01 DESIGN: DECK01177 REF: SALESMAN # 8129 SUMMARY LUMBER MATERIALS $ 1191 .78 OTHER MATERIALS $ 424 .32 TOTAL $ 1616. 10 PRICE VALID TODAY ONLY. DECK FASTENING SYSTEM SCREWS WOOD TYPES USED IN DECK DECK PLANKS PRESSURE-TREATED PINE JOISTS PRESSURE-TREATED PINE FASCIA PRESSURE-TREATED PINE LEDGERS PRESSURE-TREATED PINE BEAMS PRESSURE-TREATED PINE GROUND POSTS PRESSURE-TREATED PINE STRINGERS PRESSURE-TREATED PINE STAIR TREADS PRESSURE-TREATED PINE RAIL POSTS PRESSURE-TREATED PINE RAIL CAPS PRESSURE-TREATED PINE RAIL SPINDLES PRESSURE-TREATED PINE OTHER RAIL MEMBERS PRESSURE-TREATED PINE