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2009-155 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090155 Application Number. A20090155 Tax Map No: 523400-308-014-0001-052-000-0000 Permission is hereby granted to: NEIL W DALBEY For property located at: 183 PITCHER Rd 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: ARC COMMUNITIES 14, LLC Porch $4,700.00 900 Total Value $4,700.00 PO BOX 790830 SAN ANTONIO, TX 78279-0000 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2009-155 192 sq ft porch-Neil Dalbey- 18 Woodland Path $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, May 11,2010 (If a longerperiod is required,an application for an extension mustbe made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the of Que bury; ,Z py,May 11, 2009 SIGNED BY for the Town of Queensbury. Director of Building&Co e Enforcement � r r ___- /_- ---- FICE USE ONLY TAX MAP N PERMIT NO.� FEE PAID 0✓ BLDG.&CODES APPROVAL APR --------------------- --------r---. r --------- ACCESSORY -�-- STRUCTURE BUILDING PERMIT 13 T�No N�gURY Use this application for any structure other than the Principal Structure(house)to include, bu ES garage,shed, greenhouse,dock,deck,etc. Refer to Informational Brochure No.3 entitled Accessory Structur - 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 J � j MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: ,— /10— i z 4 /- l G� / �/ INSTALLER/BUILDER:, 4 o t e(,, .j 2, ADDRESS:lk Ccd ad_ P,a4, /tl_ ADDRESS: noo l �i�l// /�C. /_Y,� PHONE NOS. % �� .7 PONE NOS. �/� �^ fo 6 7 19 ✓ ' i LOCATION OF PROPERTY: _�I�_< �{ SUBDIVISION NAME: r 104 LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: , I E y C 6 k)e �. ESTIMATED COST OF CONSTRUCTION: $ '� d!).`'& ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? W IF YES,PLEASE LIST: 2 e e� r CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Y PHONE: 1ST FLOOR 2ND FLOOR TOTAL PROPOSED PROPOSED CONSTRUCTION SQ.FT. SO.FT. SO.FT. HEIGHT FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' X I 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, QUESTIONS? CALL 761-8256 OR EMAIL showing actual location of all new construction. codesAcmeensbury.net I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION Lam— / www.aueensbury.net Signed J `2-. > Dated: " Z - � Name/Title(Printed) -Ale +f !iJ• ��Ci l��`1 QTown of Queensbt/ry• Community Development Qffice - 742 Bay Road, Queensbury, NY 12804 Rough Plumbing I Insulation spection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials• gj'.� NAME: PERMIT #: LOCATION: INSPECT ON: -C� TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air ad S.I 15 minutes insulation/R sidential Check/Commercial Check ilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r#: Queensbury Building &Code Enforcement Arrive:l7� �742 Bay Road, Queensbury, NY 12804 Inspector's InitiaNAME: Up L C- G - LOCATION: t < n �, n �t INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 V2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test F0W .er Supply Piping Head S.I for 15 minutes Insulation/Residential Check/Commercial Check V Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection r�q Queensbury Building &Code Enforcement Arrive: ` i. a part: - 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: a RMIT LOCATION: NSPECT ON: s,TYP OF STRUCTURE: Y N WA COMMENTS: Framing ss 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 nails each side stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on enter Ice and water ield 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%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortis-OMBuiiding&Codesvnspection FomisTraming Fagg Inspection Report doe Revised January 7.2008 /D-/z /Poll' Foundation Inspection Report Office No.(518)761-8256 Date Ins intiQueensbury Building&Code Enforcement Arrive:e: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: APE MIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comment Y N N/A Piers -Mogo-lithic 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 po!y 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\Buiiding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InsMI! Queensbury Building&Code Enforcement Arrive: Depart: am/`' 742 Bay Rd.,Queensbury,NY 12804 Inspecto 1 NAME: —L T#: c8— LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y 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 Forrns\Building&Codes\Inspection Fom►s\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM .__. _. ... ..- -:.�._.. � -.-/'V-Z ts�:°.. .. _}r L.�..�` .r,. - �'_.-'�' =:•�'f s.- 2 ca(r' a t ft" `;,�,ri < r./ �. �.-`w. F st d �(,e- tact I TOWN OF OUEENSBURY BU OINGDWTMENT Based on our limitedVmination, compliance with our comfits shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. T G t} F !J[ r 71�, w „ APB` 2 8 _ OU"LL)it DES 1 G � O Q s i k G. w •. .,.--= �_ <_ 4__ _� ___ _ t __,�.�_ ? � �-,� � .z ,- ��,... r- ; t` . .a _;._....».�.__._4 y e e.¢ E _ � - � «. _ Y`` V <. i r. q T� .... _ $. �� _ s n d. � �' _ - d � ... i r, . � d VI X� �,_ �� /_