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2012-242 TOWN OF QUEENSBURY IF#T41 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120242 Date Issued: Monday, June 18, 2012 This is to certify that work requested to be done as shown by Permit Number P20120242 has been completed. Location: 39 MEADOW Ln Tax Map Number: 523400-297-017-0001-021-000-0000 Owner: MICHAEL & SUSAN TRAVIS Applicant: MICHAEL & SUSAN TRAVIS This structure may be occupied as a: Deck 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 �G other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 'eh` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ET Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120242 Application Number: A20120242 Tax Map No: 523400-297-017-0001-021-000-0000 Permission is hereby granted to: MICHAEL& SUSAN TRAVIS For property located at: 39 MEADOW 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: MICHAEL& SUSAN TRAVIS Deck $5,000.00 39 MEADOW Ln Total Value QUEENSBURY,N.Y. 12804 $5,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency RICK CHASE, BUILDER 361-3654, 361-3656 20 MARION Ave SO GLENS FALLS NY 12803-0000 Plans&Specifications 2012-242 14'x19' deck $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 17, 2013 (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 Town of ue sbury; bur y May 17, 2012 SIGNED BY C +F for the Town ofucensbu Q rl Director of Building& Cod Enfo`ment -`�l (7 i OFFICE USE ONLY , 1 a1 TAX MAP NO. PERMIT NO. i pr FEE PAID 7E ,'', a w.a&CODES APPROVAL '` J4 ; (CG Queensbury Building & Code Enforcement - Residential Final Inspection co-L. Office No. (518) 761-8256 Arrive: am/pm Depart (0 am/pm Date Inspection request received: 1 l Y Inspector's Initials: NAME: ` vl S PERMIT#: l g)-."ate LOCATION: A;4-ems1- G DATE: (o f I3 TYPE OF STRUCTURE: ` I Comments: G--,e j Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbi•: 'g roo m 18 inches Roof Comple- erior Finish Comple Platform at all exten. •ce 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 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 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 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'A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3A hour fire door/door loser 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/Sewer Dept. Inspection Sticker \1 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 6126/08; Revised 12/22/10, Revised 04/13/11 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 5- :3)- Queensbury Building&Code Enforcement Arrive: am/pm Depart:44 a[l am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:61iji " �� NAME: I Al PERMIT#: / LOCATION: .3c/ .M12,2i6LIcui INSPECT ON: S-3/ /3, TYPE OF STRUCTURE: �e K Comments N >v A Footings k Piers6)/ MonoIithic 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 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\Buliding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM TOWN OF QUEENSBURY BUILDING DEPARTMENT TOWN OF QUEENSBURY Based on our limited examination,compliance with our comments shalt not be construed as ■ BUILDING & C©' indicating the plans id specifications are in ^_ �.To full compltLidding Codes of Reviewed By: ( Z4%` New Vert,. .. Date: Agrt- rio ' - tt ) ._ Q °,4400°° #.°,04000/frii,00,00000.000.00000-7..,< a. ' 1 p 1 1 1 1 i.,,.<. 0 ,... ,; :0 0• Ito 0-- . r•r iiiiiiiiiiiiiiiiiiiiiiii..4 i ./ . 4 Id I I I 1 1.I I ll.II:I 1 II I I. 1:111 ,4100 i .,11111'^i 4/ 410 III 4ii‘ T- 1 ml _ li,--"! El � _ N ?uv ,r N BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 18' 6 1/2' 3 8' 7 1/2' B 8' 1 1/2' 2 6'10' C 18' 6 1/2' 3 8'7 1/2' D 18' 6 1/2' 3 8'7 1/2' Poet spacing is measured center-to-center. Depth of concrete footers --- 48' • Beam Layout Store Name RICK 123 Street Rd. 05/17/12 Ref: Deck12138 City,ST Scale:3/16"=1' , (800)555 1212 STRESS ANALYSIS CUSTOMER: RICK DATE: 05/17/12 DESIGN: DECK12138 REF: 12138084 . ZP1 SALESMAN # MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X10 DEFLECTION 1077 PSF 16" BENDING 511 PSF SHEAR 308 PSF COMPRESSION 341 PSF 308 PSF BEAMS 2-2X10 DEFLECTION 143 PSF BENDING 81 PSF SHEAR 70 PSF COMPRESSION 325 PSF 70 PSF BOLTS 1/2" SHEAR 1844 PSF 1844 PSF POSTS 4X4 STABILITY 416 PSF 416 PSF TOTAL LOAD 70 PSF DEAD LOAD 10 PSF LIVE LOAD 60 PSF x/Q j--4,,,F7-3 4, ► Community Development Office ri�1! 1 Town of Queensbury • 742 Bay Rd. '� Queensbury, New York •12804 PLOT PLAN cO I -,5- ./, )-' Plot Plan: Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. 1:4,,- PROPERTY LINE f-' - , 176=41 iZ " A/d C, -S r _ ill \eJ 0�,t 11 - _ ., -...-c� \ L'D - O w - ! 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