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2013-192 "flak TOWN OF QUEENSBURY 742 Bay Road,Queensbuq,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130192 Date Issued: Thursday, August 14, 2014 This is to certify that work requested to be done as shown by Permit Number P20130192 has been completed. Location: 10 CROSSOVER Ln Tax Map Number: 523400-226-015-0001-041-000-0000 Owner: JAY CARDINALE Applicant: JAY CARDINALE 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 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130192 Application Number: A20130192 Tax Map No: 523400-226-015-0001-041-000-0000 Permission is hereby granted to: JAY CARDINALE For property located at: 10 CROSSOVER 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: JAY CARDINALE Garage Detached $25,000.00 10 CROSSOVER Ln Total Value LAKE GEORGE,NY 12845-0000 $25,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-192 GARAGE - 1132 sq ft(1st flr 864 sq ft/2nd Flr 2. sq ft) Paid$50 on July 8, 2014 to renew permit for 1 ye, . c $169.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,Ma ,.17, 2015 (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 u nsbu 4 Fr : '17, 2013 i SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement r , r , OFFICE USE ONLY ' , , TAX MAP NO.� IQ , 5-.�" w PERMIT NO. 13Ale" ' y FEE PAID ((79 BLDG. &CODES APPROVAL •„ , , , ,, ,. , 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 BUILDINSPERMIT. OWNER:ja!•( .1 0. t) ci a- .arde,(1(,--/c INSTALLER/BUILDER:S a ADDRESS: I/: ((6 COV Z✓ /1.1•1 ) Li...0-1�'./�:00/:._l ADDRESS: 661 nit PHONE NOS. -7�(�-�?53`� (f)J/,vr�)l 7 1 PHONE NOS. Set"-- LOCATION OF PROPERTY: i() Gro S 5oVeN L&V12 SUBDIVISION NAME: iii i p- LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: \ICkC A- 1a - \CD Gc so1l-PX (JAL HAS THERE BEEN A SITE PLAN REVIEW:VARIANCE OR SUBDIVISION APPROVAL? ES 0 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: No, LH--2GIZ 1212811 Z, ESTIMATED COST OF CONSTRUCTION: $2 I b0U d ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? U IF YES,PLEASE LIST: t CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: l O�IJ C.ar Ll 11 C1. Z PHONE: 16 (40 -Z63S ST HD 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 ) /� I 2-6E4 14 1132• /3� I ? I . OTHER ACCESSORY STRUCTURE: l *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, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL codesaqueensburv.net I have read and agr e to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv.net Signed 1/ %,L /L-__._ Dated:5/0/5 • Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection �r Office No. (518) 761-8256 Arrive: am/ art:2 -t am/pm Date Inspection request received: Inspector's Initials: NAME tkIA Caral r J PERMIT#: LOCATION: i L7 C /' SS 0 V 2.r DATE: 'k- \"4' TYPE OF STRUCTURE: cq --cto_ �J Commen#s: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 1 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%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer 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 Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] 7.\ )7\ L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm De art: 44IPm Date Inspection request received: Inspector's Initials: + '. NAME: Co3C4 t_ f PERMIT#: / - • c LOCATION: l j/) (1 r'c; DATE: MAIM TYPE OF STRUCTURE: C ( cj L Comments: Yes No N/A ,�' M U�n� 4" Building Number Address visible from road _ U Chimney Height/"B"Vent/Direct Vent Location q-to 3 0-'3 Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 I 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 L v G��-],. P4*-34Y"`� 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 �r Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valvels)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 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 Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ection r -2--//7/) quest received: ) 3 Queensbury Building & Code Enforcement Arrive: 2i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector Initials: NAME: CA- i( .� va LK. PERMIT#: I "- _— I q LOCATION: ID ( v-G5Sov-ti `-/ldv-Q--_ INSPECT ON: i 7-/l Esb) TYPE OF STRUCTURE: Y N N/A COMMENTS: -1/4 \Framing ' - j spec. ›kms S Attic Access 22" x 20" minimum Jack Studs /Headers Truss Specification Provided - 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice ans 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 1/2 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. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 f'-q Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:, NAME: L J ,r oa 4 G- PERMIT#: / •3`%cfr LOCATION: /0 C /\ (1Ate. INSPECT ON: II I '`i.—/. TYPE OF STRUCTURE: 5c_:r, Com, Y ,.' N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided � r' Bracing / Bridging `— E"—ILO '.- Joist hangers Jack Posts / Main Beams J OJ C7(1 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice ans 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 1/2 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. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, if required Framing Firestopping Inspection_Revised_02 05 13 ki_fja.IS 0-)`/\0 Ma Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 71 NAME: _J6 ( _6t rek[ n n2.0(-3 PERMIT#: 3--1 LOCATION: INSPECT ON: /00 " 3-'-L3 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice ans 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 1/2 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. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestapping Inspection_Revised_02 05 13 Foundation Inspection Report 3 Office No.(518)761-8256 Date Inspection request received: (,4 Queensbury Building&Code Enforcement Arrive: am/pm Depart:�pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: E ' NAME: C kZ PERMIT#: 1 3 LOCATION: / D ( c�: 55c�.v) L vim— INSPECT ON: C///Y 1 j 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 U" `���c� Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width •6 inches above footing Iu/ mil poly for wet areas under slab ckfill 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 Ci6CC C 111>`' Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 9////13 Queensbury Building&Code Enforcement Arrive: am/ n Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: C PERMIT#: 4_0-- LOCATION: LOCATION: (U (-4-0') 5 CY-'1 - INSPECT ON: f / 3 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. ) oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM LJ� --3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart 7 pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials/Y • NAME: l.. C..a(-"ci, ,,\c C L PERMIT#: `�� — / A_ LOCATION: Jo o (.i-u _i r L ,‘ INSPECT ON: 1.--`1 TYPE OF STRUCTURE: Comments 1\(.7 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 , L Footing Dowels or Keyway in placeFoundation 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. 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