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2008-370
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. P20080370 Date Issued: Monday, August 04, 2008 This is to certify that work requested to be done as shown by Permit Number P20080370 has been completed. Tax Map Number. 523400-301-005-0001-057-000-0000 Location: 29 NOBLE Way Owner. CHARLES & DALE FARRAR Applicant: DIANE S CARPENTER This structure maybe occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the r: 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: P20080370 Application Number. A20080370 Tax Map No: 523400-301-005-0001-057-000-0000 Permission is hereby granted to: DIANE S CARPENTER For property located at: 29 NOBLE Way 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: DIANE S CARPENTER RUTH SCHIAVO Deck $8,200.00 29 NOBLE Way Total value $8,200.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency GREENLEAF CONTRACTING 744-8174 11 HUGHES Ct QUEENSBURY, NY 12804-0000 Plans &Specifications 2008-370 370 sq ft deck $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,July 14, 2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Trm:�� zzl!L July 14, 2008 SIGNED BY for the Town of Queensbury. Director of Building Code nforcement Community Development Office. Town of Queensbury • 742 Bay Rd. ¢. Queensbury, New York •12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all p SIDE PROPERTY LINE - n a � g � r_ ki 1 ' ; ® - O W Z Z " LL w OT V m CL 44� I J. H m w tr �41 A I I I o 1 SQUARE = FT. SIDE PROPERTY LINE __ . 0 A . n - to % a 4A sk S Q 1 �d s Z y �o 'a ti ,OAga °� -�xQ"l D lam`X 8'OF.GK XisTIN(C I FouSE` 6cN-L:,Yi"_Co �txH Ilo'X ao' bEu� Nb rF ; 'Serf} I)SMS A-RE. LESS T O^N A' FRokt GRAbE. vet to sAellp ter 1 Z t 9�wjc-) ' k {,TRIR t 3 � 1 �k G t ` y le ?k � t TX4 74 i.��%..�_._...._-_'OFFICE USE ONLY ......................./ ........................I TAX MAP NO. PERMIT NO. FEE PAID ALDG.&CODES APPROVAL 0 __..._._._.. ....... ................ .................! 0......._.................. ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED V LID BUILDING MIT. OWNER: _ I- INSTALLER/BUILDER: C R�kk L_eAF C6 t7 ADDRESS:/�J /✓��/C 1/j' ADDRESS: It 4UG-j4-ES e a MSS PHONE NOS. W2 _&5 Y/ PHONE NOS. (D I$) 7Y�7r'" of 71 r LOCATION OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: Rrakk 440os E_ ESTIMATED COST OF CONSTRUCTION: $ OCR ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IV 6 IF YES,PLEASE LIST: �j / CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: DID T)MLS N 7" PHONE: PROPOSED CONSTRUCTION 13r FLOOR 2" PROPOSED FLOOR TOTAL HEIGHT SO.FT. SO.FT. SQ.FT. FT.& OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:_) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO)REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. 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 construction. QUESTIONS? CALL 761-8256 OR EMAIL I have re d and ee to a codes0gueensburv.net ISIT OUR WEBSITE FOR MORE INFORMATION Signed Dated: Www.aueensburv.net Town of Queensbury • Community Development Office • 742 Bay Road, Queenshury, NY 12804 B 1-LGL 11-05 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: arn/pm DO ff rt: am/pm Date Inspection request received: Inspector's Initials:NAME: var- s ` PERMIT �-7 #: � r _ LOCATION: ``L h.17 DATE: TYPE OF STRUCTURE. Common Y No WA 4' 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 /Exterior Finish Complete I Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks, more than 30 irx*m above grade rev- Guard Guard at stairwell at 34 indres or more at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 indies to 38 inches Deck Bras /Hamkapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to s1l plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kfthen watertight Saftft glazing/Window in stairweRs safety g�� Interior Smoke Detectors/Cartoon Monoxide Detedors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery badw : Attic access 30 inches x 22 indies x 30 inches(height)in aooessibie area Crawl Spaces 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrancee to furnace area Furnace/Hot Water Heater operating Low water shut-off boner Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Gypsum Basement stairs dosed rise>4 indws Garage F1=Pit hed Garage fireproofing/%hour fire door/door doser Duct work Sealed Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Se System/Sewer Dept. Ins n Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent L:\Building&Codes FormslBuilding&CodesUnspedion FomrsU1esidential Final Inspection Form revised_100405.doc;Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �''�' t, PERMIT#: tD dj D LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings iers 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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. 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