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2011-412 .4.11A TOWN OFQ UEENSBURY w 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 �� Q bury, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110412 Date Issued: Tuesday, May 08, 2012 This is to certify that work requested to be done as shown by Permit Number P20110412 has been completed. Location: 6 HOLLY Ln Tax Map Number: 523400-239-012-0002-063-000-0000 Owner: FLORENCE E CONNOR LIVING TRUST Applicant: FLORENCE CONNOR TRUST This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning BoardDirecto ;ng&Vod. Dfr-. , ent or Zoning Board of Appeals. TOWN OF QUEENSBURY F742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ;OS Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110412 Application Number: A20110412 Tax Map No: 523400-239-012-0002-063-000-0000 Permission is hereby granted to: FLORENCE CONNOR TRUST For property located at: 4 HOLLY 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: FLORENCE CONNOR TRUST BRIAN &FLORENCE TRUSTEES Garage Detached $40,000.00 6 HOLLY Ln Total Value $40,000.00 LAKE GEORGE,NY 12845-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-412 576 sq ft 1st floor&288 sq ft 2nd floor detached garage $129.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, September 15,2012 (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.) Z r9 Dated at the Toyin of }eensl u y; u ,September 15,2011 SIGNED BY v for the Town of Queensbury. Director of Building&Code Enforcement OFF USE ONLY r TAX MAP NO. PERMIT NO. i JilL ►rJ FEE PAID /2 7'BLDG. &CODES APPROVAL RUG 2011 1 ; OF C�l�geAst31,M ACCESSORY STRUCTURE BUILDING PERMIT APPLI• A T18Lp1NG &Co-ES Use this application for any structure other than the Principal Structure (hous- • c ude, 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 A VALID BUILDING PERMIT. OWNER:Brion } 1oce.ncL' CoAAOC INSTALLER/BUILDER:� A 06 Cetrce.1\/r'y ADDRESS: L 1061 Line ADDRESS: 3% . bo a (oG\/sch41�+ti(ulrp ily PHONE NOS. 516 SC ,,?)10.5— PHONE NOS. gig 3 f �7o LOCATION OF PROPERTY: (p /1011 bl 1 y Lt °l.- SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: tP Roily L,1Bn e ESTIMATED COST OF CONSTRUCTION: $ N�ODD ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? A/, IF YES,PLEASE LIST: n / CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: O4 u.a 1,1, ert..4seie. PHONE: 5-18(8 J/oi PROPOSED CONSTRUCTION 1 FLOOR 2ND FLOOR TOTAL PROPOSED HEIGHT SQ.FT. SQ.FT. SQ.F . FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: a ) 5- '7 6, ode 1 b y ac 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. I have read and agr to the a ove. / f QUESTIONS 1 CALL 761-8256 OR EMAIL Signed „ 6c! Dated: codes(a)queensbury.net j� j .�// VISIT OUR WEBSITE FOR MORE INFORMATION Name/Title(Printed) Y4v v/w &sat /(OA fr c eir www•queensburv.net Ori Queensbury Building & Code Enforcement - Residential Final Inspeceon l ``- • Office No. (518)761-8256 ,! Arrive: am/pm Depart ` 0 am/pm Date Inspection request received: ' 13 /Z Inspector's Initials: NAME: . PERMIT#: I LOCATION: f ( to( ( 1 j.. o - DATE: TYPE OF STRUCTURE: r l Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet1.7 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 Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside 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 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within tine 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 W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/,hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] ✓ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Framing / Firestopping Inspection Report 73/9"- Office No. (518)761-8256 Date Inspection request received: / I /7- /it Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: L� NAME: Cot' n a i�- PERMIT#: LOCATION: ,/ ,4 INSPECT ON: I t( 3/1 I. TYPE OF STRUCTURE: Framing COMMENTS: Attic Access 22" x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 6(w) 16 gauge(8) 16D naffs each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft or less on center Ice and water 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 6 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 LABuildi g&Codes Fonris.OLD Buliding&code&Jnspeafon Fonns Free ing FkartarpUw Inspection Report doc Revised January 7,2008 0 - la Tes4,7. Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ` ' c am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6,,,z9 [ NAME: COY\� i\ PERMIT#: `i LOCATION: Cs INSPECT ON: ME, TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolith'• lab Reinforce .1! •lace The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. f� Foundation/Wallpour Reinforcement in Place ik.4,0SA- Footing Dowels or Keyway in place Foundation Dampproofmg 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:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report k' /0 ,' 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 InitialsC_ 7 NAME: C 0 GY- PERMIT#: / 1_ (412.- LOCATION: 41ZLOCATION: t etc y r) INSPECT ON: qt;U/�� TYPE OF STRUCTURE: Commentt Y N 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 2 Footing Dowels or Keyway in place TZ� 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:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM �O Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am! Depart/ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Cg") PERMIT#: LOCATION: /-/rjf INSPECT ON: ;Mar TYPE OF STRUCTURE: .4Y7 N NSA 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 11�0 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:\Building&Codes Forms\Building&Codes\Inspection FormsWoundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM