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2009-615 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 CER TIFICATE %CNAF OCCUP-A-N- CY Permit Number, P20090615 Date Issued: Tuesday, August 03, 2010 This is to certify that work.requested to be done as shown by Permit Number P20090615 has been completed. Location: 12 HONEYSUCKLE Ln Tax Map Number: 523400-226-019-0002-034-000-0000 Owner: TIMOTHY & LUCILLE MORIARTY Applicant: TIMOTHY & LUCILLE MORIARTY This structure may be occupied as a: Residential Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve they ¢ ,� property owner of the responsibility for compliance with Site Plan, Variance,Variance,or other issues and conditions as a result of approvals by the AV Directarof Building&Co Enfo went 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: P20090615 Application Number. A20090615 Tax Map No: 523400-226-019-0002-034-000-0000 Permission is hereby granted to: TIMOTHY & LUCILLE MORIARTY For property located at: 12 HONEYSUCKLE 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: TIMOTHY&LUCILLE MORIART 12 HONEYSUCKLE Ln Residential Alteration $18,000.00 LAKE GEORGE,NY 12845-0000 Total Value $18,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-615 AV and SPR(final plans rec'd SPR 9-2010) See letter dated 1/7/2010 1444 sq ft residential alteration $144.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,April 08, 2011 (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 Quee ury, h s ,April 08, 2010 SIGNED BY ( 7' for the Town of Queensbury. Director of Building&Code Enforcement �. .... .............................. .r l..................._.. OFFICE USE ONLY TAX MAP NO. PERMIT NO. 1,� FEES: PERMIT PRECREATION ENGINEERING (If applicable) ; ,.................................................... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BU/L.D_I_N+ PERT-- A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. �r�i APPLICANT/BUILDER: J�� L k/t l�6� OWNER: Tim m� G��y l r(o ri afr y ADDRESS: 50 ��kG/�� 9GI• �.-�/��4r Li O-P? ADDRESS: Id- PHONE NOS. 36<- 393 7 ltPl1); 9 ,.11 .2 9 (home) PHONE NOS. 656'3�I3 ? CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: J a�rG t-141#,-(- PHONE: LOCATION OF PROPERTY: / o hlo/►Ly 5'e-h lL LgnL HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑ YES NO IF SO, INDICATE APPLICATION NO,AND DATE OF APPROVAL: ZEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: [CHECK ALL THATPPLY TO YOUR a C7 w LLPROJECT O 0 r =Lu LL ti U Lu Z d t-= � wZ ) cv (1) O u. F- u- a = 06 SINGLE FAMILY I LIU, ` I qY r'n .to l I 6� 0" TWO-FAMILY / `� 7 ZJ MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 000, 00 FUEL TYPE: ,��r"�eqt B 3-LGL 11-05 x• d�s ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /VO ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) �..................... f Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said ; zoning Laws of the Town of Queensbury. Application: 0, / , / , BUILDING & CODES APPROVAL ; ZONING APPROVAL 01 DATE 0, DATE .............................. QUESTIONS? CALL 761-8256 OR EMAIL codesCa�aueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Oeern inn Pnrmi+ loc. _ Queensbury Building & Code Enforcement - Re dential Final Inspection Office No. (518) 761-8256 Arrive: _am/pin Depart:� am/pm Date Inspection request received: 7/�° �i Inspector's Initials: r NAME: M 0 C:1' PE t LOCATION: DATE: TYPE OF STRUCTURE: 7_Z� / Comments: es No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air intake 3 inch Plumbing Vent thro 0o m m 6 inches Roof Complete/Exteri Finish Com eta Platform at all exterior doo Handrail 4 or more risers 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 Railing s 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill late Chas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight S rn o ins Iazin ntenor Smoke D o arbon Monoxide tact very lev E rsoru Ou 1 e every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 PA.ft. Emergency Tess below anade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'.4"G sum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fire roofin /%hour fire door/door closer Duct work Sealed Properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Suroe Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&CodeMinspection FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Foundation Inspection Report P� eP Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm DepjT,_am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initialsy� NAME: A0 f 0 r PERMIT#: LOCATION: 11 IC INSPECT ON: -- TYPE OF STRUCTURE: coif m n Y N NA Footings 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width es above footing 6 mil for wet areas under slab Backfill A roval PWmbi6g- Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Poundatkm Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7—// 14-1a14t-1) Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 1 Queensbury Building&Code Enforcement Arrive: am/p Depart: ,1-1 (J pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: NorPERMIT#: f LOCATION: INSPECT ON: TYPE OF STRUCTURE: Conr�mg b Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. M or this on site. Foundation/Wallpour-RefifforoementiwPt ace 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. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection iteport.doc Last printed 12/20/2005 9:24:00 AM 24 ffl v4zj�� Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/pm Depart: 742 Bay Rd.,Queensbury,NY 12904 Inspector's Initials: ` NAME: r PERMIT#: a77 / LOCATION: INSPECT G.19 oil- TYPE OF STRUCTURE: Co m n Y N N/A Footings 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 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 Backfiil Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation inspection Report.doc Last printed 12/20/2005 9:24:00 AM