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2004-477
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20040477 Date Issued: Thursday, August 05, 2004 This is to certify that work requested to be done as shown by Permit Number P20040477 has been completed. Tax Map Number: 523400-301-017-0002-052-000-0000 Location: 835 SHERMAN Ave Owner: JOHN & MARY BUTLER Applicant: JOHN & MARY BUTLER This structure may be occupied as a: By Order of Town Board Deck TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN'OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040477 Application Number: A20040477 Tax Map No: 523400-301-017-0002-052-000-0000 Permission is hereby granted to: JOHN&MARY BI TTT,F,R For property located at: 835 SHERMAN Ave 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: JOHN&MARY BUTLER 835 SHERMAN Ave Deck $1,700.00 Total Value $1,700.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-477 240 SQ FT DECK $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, June 30, 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 To o ueens d sday, June 30, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code nforcement 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. U L'" l inspection will be made until applicant has received a valid Fee Paid $ building permit. All applicants' spaces on this application must be Reviewed B completed and must appear on the application form y: Applicant: ,.a p b n C-HR Q/ is U!)er Owner: Address: S"-5'-S e_e_))4�,' Address: t1 M2 Qveen,s burl Ov' i28s©'-/ Phone#(51 S) -�O 17 - q 7 9 Phone#(_) SO,Me, Email Address: Email Address: Person Responsible for Supervision of Work as Regards to Building Codes: Name : phr? FS U t/e J- Address: �-el MM A4hone 30 Property Location: Lot Number: / House Number KEI ,&,,-- Subdivision Name: Tax Map Number. 301.1-7—a-ram o� Estimated Market Value of Construction: $ ❑ Porch Deck ❑ Dock ❑ Boathouse ❑ Other work(describe Size of structure to be built G/Q square feet Submit along with this application: 1 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. Applicant's signature:/ Date: L:1SueHemingtivay\Building.Permit.FORMS\Porch.Porch.Permit.doc 8/13/02 revised per DH Print at: Tuesday, June 29, 2004 05:33 :28 PM ��,) ////_ , /� Host: SUE HEMINGWAY IlL_�� y User: Sue File-=Ed,t Viev Favorites Tool Help _ ___.. -- ......................... 4r Back -4:+ . ; „€,` Search Favontes .Media iAddresS http:lfgby2svrfaerial_appfviewer,htm._ ...___.._____._. _._._._ _______ _.... _...w.. . _ ........ {- Ate„ � . ..� _. � � -011111 Niue `-n Parcels I ■ 1'r '� � � i-`I �`� APA Uljet(antls 4,,, 00 rl `: ' DEC W tIaHs ` `i�9 � �+ �ygy 7 All n � a r Alapermlad wHh ArcIA7S by,Town�of�Qii=- u' o Communfty t APA Wetlan s is now the Active Layer 100.00 144.44 ' 2D4. 14o.00 1 240.00 71 �d �, \ hCK i , 240.40 �10044 -04.04 1:6 N I)— Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p ep rt: T-Zj-amVpm Date Inspection request received: — Inspector's Initials: ./ Ll- NAME: PERMIT#: 7 LOCATION: DATE: TYPE OF STRUCTURE: Comments Chimney Ht./"B"Vent/Direct Vent Location Y N N/A Y-10fb 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 %" 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/'/4 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 S aces 18"x 24"access, 1 s . ft.-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 i Framing / Firestopping Inspection Report —� Office No. (518) 761-8256 Date InspectionP re Queensbury Building&Code Enforcement Arrive:742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: v PERMIT#: H, 77 �0L(' LOCATION: Y INSPECT ON: 6LI TYPE OF STRUCTURE: C Y N N/A COMMENTS raming Jack Studs/Headers Bracing/Bridging Joist hangers l Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom.6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow 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 %2 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 LASueFiemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 1 C�ll � Foundation Inspection Report Office No. (518) 761-8256 Date Ins elipDepart: : Queensbury Building&Code Enforcement Arrive: a pm742 Bay Rd., Queensbuiy,NY 12804 Inspector's NAME: Z PERMIT#: v �� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A 00tilgs Piers 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 purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/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. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 oufi , P. CUSTOM VIEW � � �(J �— -( l `_3 CUSTOMER -- BUTLER t DATE 06/20/04 REF Deck04172 i V OWN OF QUEE ILDING DEPARTMENT� Base t!r limited examination, 'ante with our comments shall of a construed as indicating the plans and specifications are in full compliance with the Building Codes l of New York State. 4 FILE C y 3 r,M1 } t as r rtv V s k ti "7' y n � 4� d `{NTYO 7 b Y g , VuCJCT 34 - r P fY t �•. '4 4 )s Y' If 4 r W 4 CUR f-LUMBER CO. INC. BUILDING & ® ,0,5&0 46 G BAY RD G QU SBURY, N.Y. REVIEWED BY �.`JE j / 518-792-8601 tD�OTE BEAM LAYOUT CURTIS LUMBER CO. INC. CUSTOMER -- BUTLER 460 BIG BAY RD DATE 06/20/04 REF Deck04172 QUEENSBURY, N.Y. 518-792-8601 i, 10' 9 1/2" 3' 11 1/4" E r 1' 3 1/4" BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 5' 9" 2 5' 5 1/2" B IS- 3" 4 5' II 3/4" Post spacing is measured center-to-center. Depth of concrete footers --- 48 inches. PLAN VIEW CUSTOMER -- BUTLER CURTIS LUMBERCO,, iN 460 BIG DATE 06/20/04 REF Deck04172 i5 QUEENSBURY, N Y 618-792-8601 �10t� i � 17,74 I , �A, I V I i � I g LOAD AND SUPPORT: Your deck will support a 87 PSF live load. Posts have 48" below- round .post support. g DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground. The top of the deck support posts will therefore be 25.25" above ground level. Your salesperson can provide information for uneven or sloped--grouted:: JOISTS: Set joists on top of beams, 16" center to center. aces a —bridgm9 between joists. Your materials list includes NOTE: The design may requir knee br the necessary items. The sugges)ed desig—n 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.