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2008-467 TOWN OF QUEENSBURY 742 Bay Road,Quemsbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080467 Date Issued: Wednesday, December 23, 2009 This is to certify that work requested to be done as shown by Permit Number P20080467 has been completed. Location: 208 LAKE Pky Tax Map Number: 523400-226-019-0001-086-000-0000 Owner: CHRISTINE LECCE Applicant: CHRISTINE LECCE 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 I � Xi property owner of the responsibility for compliance with Site Plan, 4X _W... t Variance, or other issues and conditions as a result of approvals by the Director of Building&&ode En rcement 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: P20080467 Application Number. A20080467 Tax Map No: 523400-226-019-0001-086-000-0000 Permission is hereby granted to: CHRISTINE LECCE For property located at: 208 LAKE Pky 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. Tie of Construction Value Owner Address: CHRISTINE LECCE Garage Detached $25,000.00 1131 MOHEGAN Rd NISKAYUNA,NY 12309-0000 Total Value $25,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-467 879 SQ FT DETACHED GARAGE $87.90 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 17, 2009 (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 o Bens e y,September 17,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement %___���o�.�� J, �J_FICE USE ONLY "______..____///_`_2_____� j___________________ 01 //� / i 00 TAX MAP NO. PERMIT NO. F/ , , r 1 i FEE PAID BLDG.&CODES APPROVAL i 1 r 0 , 0 r 0 0 -------------------- ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION 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 INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: Christine LeCCe INSTALLER/BUILDER: Adirondack Development LLC ADDRESS: 1131 Moheqan Road Niskavuna NY 12309 ADDRESS: 796 Burdeck Street Schenectady NY 12306 PHONE NOS. 518-374-5820 PHONE NOS. 518-356-1435 LOCATION OF PROPERTY: 208 Lake Parkway SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 208 Lake Parkway rear lot ESTIMATED COST OF CONSTRUCTION: $ 25,000 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? No IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Lou Lecce PHONE: 518-265-5822 sr ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: 3 ) 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 7 CALL 761-8256 OR EMAIL showing actual location of all new construction. Codes(&-cmeensbury.net I have read d agree t he above. VISIT OUR WEBSITE FOR MORE INFORMATION / www.gueensbury.net Si ned Dated: b Name/Title(Printed) Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 q4�7wi 4-070 ZONING § 179-5-080 k t SETRACKS FOR WA TERFRONT L O TS (SEE WATERFRONT Rf-WEN77AL ZONES SECTIONS 179-4-D30) fNT YARD AT ROAD 30 SE ACK a r - - -1 - - - � I I I l I I I 1 I { I I I ( I rz FT4- _ J fl- s rrL r av rrL — J zo fc as Ft L n SHORELINE SE CK FOR WR-1A, 75' FOR WR- OR AVERAGE SETBACK OF THE TWO AD T HOUSES. WHICHEVER IS R. LOT *v7Y 1 0-50' �50't_ 60' �60'AND d50' l50'AND pPEA7ER t aura w or srjvA rs As sl°Er.qw IV nrs aupmv rw 1FAh%Ravr tors THE o.a....tau nblo� tow.of a,evtswnr Y..pn.t..Rd PO B..3479 NY MW : )454—SM ZONING ORDINANCE FIG. 2 CC � o.,,r.►" .["o'I TOWN OF QUEENSBURY 1.07 R.ub 9.Md4 t vA cCamn�i71-a FIGURE 2 7/te/0t Etyneva a.—.tiuu offix E.Wavvw tot SdwlGsts "o a..Stud a.s F.M,Nt V" tum 3999900 tM..c (st0)att-2Zos Tom or OUEEtt9auRY tiNpREI+couNTT ttEtt rawc } � 179-4-080. Minimum water frontage. The minimum lot water frontage measured along a shoreline as it winds and turns for each (gle-family residential structure shall be 75 feet in UR, SR-15, SFR-10, RC-15 and NC-10 Zones; 80 feet in the PO and MR-5 Zones; 100 feet in the SR-20, SFR-20 and MU Zones; 150 17953 8_26-2M Queensbury Building & Code 4TZ me Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: r*am/pm Date Inspection request received: Inspector's Initials: kA NAME: ecce PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: � { Comments: Y No NIA 4' Building Number Address visible from road Chimney,Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co ete/Exterior Finish Complete 2-3 2-Z Ztj Platform at all exterior doors J_ Handrail 4 or more rigs Guards at stairs decks woos 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 Mposed/ENulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Safeglazing/Window in sta'rwells 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 .ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emeraency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fumace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed I Heat Trapt Water Temp 110 Enclosed Stairs Sheetrock underside minimum'A'Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey 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 I C or C 10 Temporary/Permanent 1 W5 L:1Building&Codes ForrnslBuilding&CodesUnspection FormsWesidential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 6126/08 it () j)-P - Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: O 0 Queensbury Building&Code Enforcement Arrive: _am/pm Depart C� am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: LZ C( & PERMIT#: C A ` LOCATION: O 3 'n( �. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A J Footings Piers _ Monolithic Slab v CT< Reinforcement in Place vo-�-k� The contractor is responsible for f�-6- N providing protection from freezing 6Ape- 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 i Foundation Dampproofing Foundation Waterproofing OFF- Footing Footing Drain Daylight or Sump Drain Stone: � ,� �� ` 12 inch width 6 inches above footing 6 mil poly for wet areas under slab kfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fonms\Building&Codes\lnspection Foams\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: h S 411 Queensbury Building&Code Enforcement Arrive: _am/pm Depart I G�V pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: #: � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comment YJ N NA Footin , 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 7,11Reinforcement 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 l Backfill Approval Plumbing Under Slab ( PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM AlaR T-V --5 TAR � 7 HOME O E S / O N 35 CHERRY TREE LANE WILTON N.Y. 12803 PHONE: 57S-3C6-5951 EMAIL ✓KAZ 1 96S9MYCAP.RR.COM WEB $/TE: NORTHSTARHOMEOES/GN.COM L c-c, -J Date: April 16, 2008 To: Queensbury Building Department Re: 208 Lake Parkway Lake George, New York Detached 3 Car Garage Inspector, Please be advised that the Endwall Section detail on sheet 4 of the building construction drawings shows an exterior perimeter footing drain. This drain was included on this detail incorrectly and is not required in this garage frost wall application. If you have any questions or require any further information please feel free to contact our office. Sincerely, Stephen E. Lamb P.E. °f NEk,� qRa C �