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2009-189 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090189 Application Number. A20090189 Tax Map No: 523400-295-020-0001-050-000-0000 Permission is hereby granted to: KATHY GLEASON For property located at: 181 FARR 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: KATHY GLEASON 181 FARR Ln Deck $3,000.00 QUEENSBURY,NY 12804-0000 Total vale s3,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-189 256 SQ FT DECK $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, May 15, 2010 (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 Quee urr. Friday, May 15, 2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement 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. P20090189 Date Issued: Monday, May 24, 2010 This is to certify that work requested to be done as shown by Permit Number P20090189 has been completed. Tax Map Number. 523400-295-020-0001-050-000-0000 Location: 181 FARR Ln Owner. KATHY GLEASON Applicant: KATHY GLEASON This structure may be occupied as a: Deck By Ogler of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 Director of Building&CWe E ement Planning Board or Zoning Board of Appeals. EONL�v__ m _ _ raa____ _ 7 _ MAY 12E2009] t t DO.&CODES A, ROVAL _¢.. . . . . wr. .------- --- _ .k. ...__ ... a_sa TGAWOFQUEENSBLIRY-' ACCESSORY STRUCTURE BUILDING PERMIT DES 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 IN PECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: f 3 INSTALLER/BUILDER: �C�J ADDRESS: ( (`r ADDRESS: PHONE NOS. ] 7(Qt r ��Cp PHONE NOS. II LOCATION OF PROPERTY: 5a C- _ SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: � _bI of �al tSe. ESTIMATED COST OF CONSTRUCTION: $ 3'? ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? 2.S IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: IT No PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SO.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK �p 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 Uwe 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 Surveyb a licensed surveyor,drawn to scale, y y r QUESTIONS? CALL 761-8256 OR EMAIL -,,, showing actual location of all new construction. caatles;�ns irV.net I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION ueensbury.net Signed c� --� Dated: Name/Title(Printed) s l �e.Cxso Y'� ciri, [�L'C''_ ,.;(1 11 ICt' `� il,y 'oi- ,' �7f, t "�ttf? l 1�vrY 1)804 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart• am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: f NAME: PERMIT# O LOCATION: INSPECT ON: Gk TYPE OF STRUCTURE: � c Y Framing N NIA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly ` ,, A 12" O.C. _��►'t�h Headroom 6 ft. 8 in. C Stairwells 36 in. or more Exterior Deck Bracing cc- Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side -- Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center C7, 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'r4 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. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodessUnspection FornisTr ruing Firestopping Inspection RepoR.doc Revised January 7,2006 Framing / Firestopping Inspection R r , Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ rt:�am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials:41-111� NAME: Z--- PERMIT : D LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N WA COMMENTS: Fr;;A ng Attic 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 '/ w 16 gauge 8 16D nags each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bois 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in Cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLMSuildirV&CodesWtspection FomhsTrarning Firestapping Inspection Report.doc Revised January 7,2006 Foundation InspectioR.e rt Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4�— 4��w NAME: tj PERMIT#: — ! 2 07 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments 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 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\lnspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart:/ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1 ;s 1 NAME: G1 t-e-0 S UI\j PERMIT#: 0 LOCATION: ` .;. 2 T L-J INSPECT ON: D TYPE OF STRUCTURE: Commenb Y N NZA ootings 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 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\lnspecbon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7� PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE 1 Zy w \�Elf Z � ry J a I F— O w m � m I 0 r— Q Z w _ m Of SIDE PROPERTY LINE �, . 1 SQUARE = FT. p G � I z Gf L