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2005-285 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: P20050285 Date Issued: Thursday, December 08, 2005 This is to certify that work requested to be done as shown by Permit Number P20050285 has been completed. Tax Map Number: 523400-296-009-0001-064-000-0000 Location: 15 MAPLEWOOD Dr Owner: LISA ROZELL Applicant: LISA ROZELL This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the /f 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: P20050285 Application Number: A20050285 Tax Map No: 523400-296-009-0001-064-000-0000 Permission is hereby granted to: LTSA R07FLL For property located at: 15 MAPLEWOOD Dr 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. Tyne of Construction Value Owner Address: LISA ROZELL 15 MAPLEWOOD Dr Deck $9, 00 Total Value $9,000. 0 00 QUEENSBURY, NY 12804-0000 Contractor or Builders Name /Address Electrical Inspection Agency WOLVERINE CONSTRUCTION KEVIN LANE 76 MCCORMACK Dr LAKE CTEORCTE_ NY Plans&Specifications 2005-285 486 SQ FT DECK $48.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 19, 2006 (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 eensb r ay, May 19, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code nforcement Permit No. ��� — C Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes@ ueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. i Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached informational Brochure No. 3 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder W I veltiNc A I r f i'a,^ ;, Owner: �1'Sr� �o ze t Address: AcCo,- knack Address: & r' Home Phone: !i - :74 Home Phone: aI'D Email Address: w©i vPr I'1✓e 6D„sfi(u J O.,, e lo{t��r.Wet Email Address: Cell Phone: 7q 6 - A 9-1 n Cell Phone: FAX Phone: 7G fs- I-I-) I FAX Phone: Person responsible for supervision of _work with respect to building and codes compliance: Name: 1� E V ,N kA u Address: '?(.�_�.L Fr Mr�r IS.—�sf_�=t�.� L'��orG�—ly—T-1 t frV� Phone ?5�-17 7/ Location of proposed construction: Lot No. Legal Address: f�' T Subdivision Name: I w i'C woo Tax Map Number: Gl G� `-'r Estimated Cost of Construction: $ �I, no RECEIVED Does an accessory structure currently exist on the property? —Yes / _L1 No MAY 0 2005 If YES,list all existing accessory structures: Yn`eiN OF QUEENSBUR Proposed Construction I f floor r 2sq I ft. r To a eight sq. Sq.ff. ft.&in. Open Porch vered or EncIgsed Porch (considered floor area&must comply to FAR[Floor Area Ratio] requirements if the structure is located in the Waterfront Residential tone. 3-season porch is considered an enclosed porch, Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: 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 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 andyCode , an As- t Survey by a licensed surveyor, drawn to scale, showing actual location of all new onstructio Date: S 7— U S Applicant/Builder Signature: G% -- The application of dated is hereby approved and permission granted for the,construction, reconstruction or alteration of a building/and or accessory structure as Set forth above. Date: 14 Pff)10 Authorized Signature L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive:` _ m epart: am/pm 6 Date Inspection request received: 7 �� Inspector's Initials: NAME: t/I✓1 PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comme s Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safe lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc o)- Dn� Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7 2-7 0 ` Queensbury Building& Code Enforcement Arrive: _ am/ De art. am/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Ik *�j PERMIT#: 5 �J LOCATION: ( INSPECT ON: TYPE OF STRUCTURE: Y N N/A ram!:!,...) i COMIV�ENTS t Jack Studs/Headers f Bracing/Bridging Joist hangers 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 %z (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 I Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque received: Queensbury Building &Code Enforcement Arrive: am/p Depart pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: @11C PERMIT#: LOCATION: INSPECT ON: — -� TYPE OF STRUCTURE: in� Comments Y N/A w0tings iers (_Mlln"olithic 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 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 Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L-.\SueHemingway\13uilding.Code6,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 109 ( RECEIVED A N AanBSn8SN33no n(� (]a Ado !Dl0 09V 00 a38wm slidno MAY CL ��QS 1►� TOWN OF QUEENSBURY BUIL AND MOO 3-U <!5) 31VC. • `a �S 8ol5ox�ea 338 8oitroi8o 31ria S3a®d V ON��1n -.- 83woisnl) AA31A NOISM) PLAN VIEW CURTIS LUMBER CO. CUSTOMER -- 460 BIG BAY RD DATE 05/04/05 REF Deck05108 QUEENSBURY, N.Y. (518) 792-8601 I � j I I LOAD AND SUPPORT: Your deck will support a 0 PSF live load. Posts have ___" below-ground post support. DECK AND POST HEIGHT: You selected a height of 22" from the top of decking to level ground. The top of the deck support posts will therefore be 13.25" 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. CUSTOM VIEW CUSTOMER -- DATE 05/04/05 REF Deck05108 woo CURTIS LUMBER CO. 460 BIG BAY RD QUEENSBURY, N.Y. (518) 792-8601 i if t 4 9} i I k W j i Q iF v co 15, n 4 � [ i � I b i