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2008-501 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTI F I CAT E OAF COM P L I AN CE Permit Number. P20080501 Date Issued: Friday, July 24, 2009 This is to certify that work requested to be done as shown by Permit Number P20080501 has been completed. Tax Map Number. 523400-309-009-0003-046-000-0000 Location: 161 LUZERNE Rd Owner. ELIZABETH MOFFRE Applicant: ELIZABETH MOFFRE This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the � 1 property owner of the responsibility for compliance with Site Plan, )av w i114X1<t— Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement 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: P20080501 Application Number. A20080501 Tax Map No: 523400-309-009-0003-046-000-0000 Permission is hereby granted to: ELIZABETH MOFFRE For property located at: 161 LUZERNE 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: ELIZABETH MOFFRE 161 LUZERNE Rd Porch $40,000.00 QUEENSBURY, NY 12804 Total value $40,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2008-501 350 SQ FT PORCH $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 07,2009 (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 Town-of Quee bu Tu(esday, October 07, 2008 SIGNED BY r °d F ". for the Town of Queensbury. Director of Building&Code Enforcement + -�� %OFFICE USE ONLY TAX MAP NO. PERMIT NO. _91�' ( # ' W FEE PAID DG.&CODES APPROVAL 1 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 YB�E��MA��D-E UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER:�7 (�•-Y-� r.i INSTALLER/BUILDER: if 0 tJ�W\ Q�O U � t n S ADDRESS: �� ` U Z p�l�(+tJ E Rg) ADDRESS:_ 1 �Y�l��t�u QrL W fie/ (�j t LA-C) A . PHONE NOS. L � ( ? -- � -q 3 9 PHONE NOSrS } ��`S LOCATION OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: & ESTIMATED COST OF CONSTRUCTION: $q(!). 06 t) ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: .S k TT i /1 !! CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:•�an1-P.` 1,QVy1Ct rZ PHONE: �� r� 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:_--_) 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 Survey by a licensed surveyor,drawn to scale, QUESTIONS? CALL 761-8256 OR EMAIL showing actual location of all new construction. codes(aDgueensbury.net I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Signed Dated: Nameffitle(Printed) Town of Queensbury • Community Dez)etopment Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final In ion Office No. (518)761-8256 Arrive: = epa a Date Inspection request received: — q Inspecto s Initi NAME: © FE: : C �' Q LOCATION: 2� TYPE OF STRUCTURE: Nkr-4N Comments: Yes No K/A 4° Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plum ' ent through roof minimum es Roof Complefte.L Exterior Finish Complete Platform at all exten 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 Brad /Handica d 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 glazingI Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batte —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 s .ft.vents Bathroom Fans,if no window Plumbina fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency Tess below grade Gas Furnace shut-off within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/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 Logs 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 She Plan /Variance required Flood Plain Certification,if r uired Okay to issue C/C or C 10 Tem ra /Permanen L:1Building&Codes FormslBuilding&Codesunspection Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008; Revised 6126108 - -'Queensbury Building & Code Enforcement - Residential nsp ion Office No. (518)761-8256 �/p 7 oZ Arrive:: 1� a p rt: - a Date Inspection re e t r ived. Inspectors Initials: NAME: Lt 'r LOCATION: ATE: TYPE OF STRUCTURE: C4p � �7 Comments: Yes No NIA r 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 Complete/Exterior Finish Complete 7-K ` . --- Platform at all exterior doors N 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 Railing s 34 inches to 38 inches 01 Deck Brawn /Handicapped Ram 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 Lj Safety glazing/Window in stairwells safety glazing ` Interior Smoke Detectors I 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 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater op2rating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logo 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 r uired Flood Plain Certification,if required Okay to issue C I C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form revised 100405.doc;Revised January 7,2008; Revised 6/26/08 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: 9 Queensbury Building&Code Enforcement Arrive: am/pm Depart: 6ryvpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ( PERMIT#: ;Far- 501 LOCATION: INSPECT ON: TYPE OF STRUCTURE: d Y N N/A COMMENTS: ('Framing is 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 % w 16 gauge 8 16D nauss 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%inch or 5/8 inch Type X Garage side 518 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 LASuiiding&Codes Forms-OLD\13ui1dinp&Codes\1rapection Fom*\FrmNng FremOpping iMPe W R&port.doc Revised January 7,2= Rough Plumbing / Insul =spection Report Office No. (518) 761-8256 Da e Inspectiorn ved: Queensbury Building &Code Enforcement ' e: part: = a 742 Bay Road, Queensbury, NY 12804 In pector's Ini NAME: / ► I PE LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size WashiM Maurine 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 Oinutes Pressure Test Water Supply Piping Air/ .S.1 fq'rj 5 minutes Insulation/114sidential Check/Commercial Check ilar Exterior Sealant t ttic 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 �--o �SA7 Foundation Inspection Report Office No.(518)761-8256 Date to uest received: Queensbury Building&Code Enforcement Arrive. - am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspe sitials: NAME: MWPERMIT#: LOCATION: INSPECT ON: _ — TYPE OF STRUCTURE: Comment 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 poly for wet areas under slab Backfill pproval mg Under Slab PVC/Cast/Copper Foundation Insulatio reriVorExterior R- Rough Grade 6 inch dro thin 10 ft. U.biding&Codes Formsftiiding&Codesunspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 00) . f Foundation Inspection Report 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 Initials: NAME: V !�f PERMIT#: //eW CJ/ LOCATION: INSPECT ON: TYPE OF STRUC 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 "ems for;"surpose on site. Foundation/Wallpo ace 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\Inspection Forms\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM 10 -1-2- Foundation Inspedtion Report Office No.(518)761-8256 Date tion t rece' ed: , Queensbury Building&Code Enforcement Arrive: a rn part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: HERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC e: Comments Y N N/A Footings �, 1 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:\Bullding&Codes Forms\Building&Codes\lnspection Fonns\Foundation Inspection ReporLdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins bon s ce. ed: Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: P T#: t> n 1 LOCATION: 1 l ,���� SPELT 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 f� 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\Building&Codes\lnspecbon Forms\Foundation 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/pm Depart. 'am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's Initials: NAME: �b P _ PERMIT#: " LOCATION: INSPECT ON: Z — 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\lnspection Forms\i oundabon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Communihi Development Office Town of Queensbury - 742 Bay Rd. Queensbury, Ne�uy York •12804 PLOT PLAN ,�, Show ail existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. O SIDE PROPERTY LINE AL -„ w O Z " Z w rN N, -v O X m �+ tv i SIDE PROS RTY LINE 1 SQUARE f= FT. 615s 4� iM