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2005-267 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4E Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20050267 Date Issued: Friday, September 02, 2005 This is to certify that work requested to be done as shown by Permit Number P20050267 has been completed. Tax Map Number: 523400-301-019-0001-028-007-0000 Location: 24 EVANNA Dr Owner: MICHAEL & MARY PUGH Applicant: MICHAEL & MARY PUGH This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the d / e property owner of the responsibility for compliance with Site Plan, rt / Variance, or other issues and conditions as a result of approvals by the Director of Building&Code EnjAkemeM 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: P20050267 Application Number: A20050267 Tax Map No: 523400-301-019-0001-028-007-0000 Permission is hereby granted to: MICHART,& MARY PI JC1H For property located at: 24 EVANNA 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. Type of Construction Value Owner Address: MICHAEL & MARY PUGH 24 EVANNA Dr Porch $3,000.00 Total Value $3,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-267 320 SQ FT PORCH $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, May 04, 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 of ens b W n day, May 04, 2005 SIGNED BY for the Town of Queensbury. Ova- Director of Building&Code En orcement Permit No. _ Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes®aueensburv.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. 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 (n1C V.cL �ii�C��, Owner: QiA l Address: Ag/ 'f AMfyA D2 Address: rUA4V&,h O� �int,eu tom 2_ .'`'M Q- 40y e.nr ►� Home Phone: Home Phone: Email Address: u(DIN. c? uJ .E0'Tmail Address: Moptb Cell Phone: 5711 3L- _095 7 Cell Phone: Sly 3b l -07" FAX Phone: S18 74f3 -1y1V FAX Phone: Stf 7y�-/y/y Person responsible for supervision of work with respect to building and codes compliance: Name: MeVNaek Address: b Phone Location of proposed construction: Lot No. Legal Address: ay Tax Map Number: J D 1 �� �' Subdivision Name: 101iy Z 1 let Ci/(f Estimated Cost of Construction: $ -31 WU RECEI V ED Does an accessory structure currently exist on the property? ,Yes / No MAY 0 2 Z005 If YES, list all existing accessory structures: ,TOWN OF QiJEENSBuRY ODE Proposed Construction V floor 2n'floor Tot roposed Height sq.ft. sq.ft. Sq.,ft. ft.&in. rch Covered o Porch 'Tcomslfloor area&m ply to FAR [Floor Area Ratio] requirements If the structure is located in the Waterfront Residential zone. 3-season orch is considered an enclosed porch. fJ '�- 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 and Codes, an As-Built Survey by a. licensed surveyor, drawn to scale, showing actual location of all new struction. Date: S� -� -C�S� Applicant/Builder Signature: I The application of dated is hereby approved and permission granted forth construction, reconstruction or alteration of a building/and or accessory structure as set forth above. —' Date�� , �� 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: am/pmnDepart: Z. Z >/ ri Date Inspection request received: Inspector's Initials: NAME: �� � PERMIT#: - 7 LOCATION: DATE: 0, TYPE OF STRUCTU E: Comments Y N N/A �l1 t Chimney Ht./"B"Vent/Direct Vent Location 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 'h" 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 Spaces 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\Buildint;&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 I - Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: C0/1 O _ Queensbury Building& Code Enforcement Arrive: am/p epart��—m- /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:��l__�� NAME: :BA 61 PERMIT#: 2PVa -ZAP-7 LOCATION: 4 INSPECT ON: S" TYPE OF STRUCTURE: Y N N/A COMMENTS �4ming Jack Studs/Headers 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 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor 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 '/z 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) I 5.7 sf above/below grade 5.0 sf grade LASueHemingway\BuiIding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: S 1-7�S Queensbury Building &Code Enforcement Arrive: am/pm�p Depart: - nv`pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: Z`-'V NAME. Rj&C:�,H _ PERMIT#: 200 S`— Z(017 LOCATION: Zi+ bi4 e-. INSPECT ON: TYPE OF STRUCTURE: Comments _ Y N_ N/A ilX Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I 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:\SueHerningway\Building.Codes.Inspection.FORMSUbundation Inspection Report.doc January 28,2003 a BUILDING & ODES DEP I . ;y � VIEVUED BY LATE O RECEIVE CJ H` �' 1� MAY () 2 2005 TOWN OF QUEENSBURY BUILDING AND CODE 61 r �P 1 � . 1 4 i 4 �: l e ',w 2x�V 1�4�a4 -� r�° ��,x�d �1�"gC, It ,� i — --�y - - __ _��__ __� Fes, :-. �� ��2�� t � � , , ! , i ` _. s� 4 9� f �` LOT #8 w x v �yy N ^G S84059'48"E x w u' 217.98' rn _Q She Q Q' F 42 98. C.h S 'V f0 OQ A 30 LOT #9 o U-1 a 24,838 Sq ft N o t-G o N u� > N j Dk�` ti�•h�o N11.07' 12"E 44.I5' r 5.00` - u Q o � N 00 �� ...269.32' N78°52!48"W LOT #10 W � W j