The URL can be used to link to this page

2013-253 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130253 Date Issued: Thursday, May 15, 2014 This is to certify that work requested to be done as shown by Permit Number P20130253 has been completed. Location: 13 THISTLEWOOD Dr Tax Map Number: 523400-290-006-0001-028-000-0000 Owner: LORI WILLARD Applicant: LORI WILLARD This structure may be occupied as a: Residential Addition 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 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130253 Application Number: A20130253 Tax Map No: 523400-290-006-0001-028-000-0000 Permission is hereby granted to: LORI WILLARD For property located at: 13 THISTLEWOOD Dr 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. Tyne of Construction Value Owner Address: LORI WILLARD Residential Addition $70,000.00 13 THISTLEWOOD Dr Total Value $70,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency GARY JONES 1 PINECROFT Dr OUEENSBURY.NY 12804 Plans&Specifications 2013-253 Res. Addition 700 sq ft w/basement $140.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 14,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow ensbu Friday June 14,2013 SIGNED BY 1 for the Town of Queensbury. Director of Building& ode En rcement _m ._a__s>-__`.CIFI"ICE ?,sECsh;L'yf.__ . f T Ax MAP NO._(� ' t� -! ' o� � PERMIT NO._'� ' �✓� ; FEES: PERMIT ! v "'RECREATION ENGINEERING (if applicable) t UN ? 0 20-13 r --------------------------------- ------------------- --------------- ____._.__._____®_®__ PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. / �, APPLICANT/BUILDER: C�A�2c��DnICS OWNER: L-Dit2 / Y�11U_4;e_0 ADDRESS: �e ! �?L61d,062,D ADDRESS: 41 /-�-' (ado 'p7-A) PHONE NOS. ��.$� '5-;rVe PHONE NOS. 7'1,5 -.57gB CONTACT PERSON FOR BUILDING &COD_EESS COMPLIANCE: 15i4W_ o PHONE: 7�S S7yS LOCATION OF PROPERTY: �� /! /ys�ELJ� HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑ YES NO IF IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT po (- APPLY TO YOUR Z t= p d d w w u) LIJ PROJECT O �O0 F-:LL w Q = U W 0 � Rd z d F- 1- p � Wwz Z Q Q U) N U) O LL 1- LL CL = 06 SINGLE FAMILY V r7po ZD "4 ,I TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 0 7D1ODD FUEL TYPE: Ex w-wG O#(_'&L&2_. HEAT TYPE: � p,461 VHOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IV o IS THIS A HISTORIC SITE? tiD PROPOSED USE OF BUILDING OR ADDITION: ipbJTii9c ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? A o ARE THERE EASEMENTS ON PROPERTY? Ny "Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree a abo Signed VF Director of Building e Godes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-82-€8 (for questions regarding required permits; the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 f s A d E p F f d d A i Permission is hereby granted to the above This application / proposed action described a Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. d f F d Application: s d r t Y d d F d d d f d d d A f d d F + a d a d d I f d 3 F F d d p F Y £ d F Y d r a F BUILDING & CODES APPROVAL i ZONING APPROVAL ; d f F Y d t F F d d d d d Y d d e DATE DATE ; d d d d d d F F r r v x e -----------s-----------------x--------- --------------------------------------------saxxwxssssrssscxss-xuxox,ra:ss.v..xxvxrxsxxx®.- 11----'-QUESTIONS? CALL 761--8256 OR EMAIL t qjs§ eens �jr Office Use Only ( VISIT OUR WEBSITE FOR MORE INFORMATION S,dgJlflJlt�J.E�I!�£�ricsbCtf'9�r.n2d: Operating Permit Issued: Yes No - Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection h� Office No. (518) 761-8256 Arrive: am/pm _ t4)am/pm Date Inspection request received: Inspector's Initials: NAME. PERMIT LOCATION: -tel DATE: _ TYPE OF STRUCTURE: ' Comments: 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 I Carbon Monoxide Detectors Every level: Eve Bedroom: Outside every bedroom a: 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 Duct work sealed propedy/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fumace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched j Garage fireproofing/%hour fire door/door closer Gas Lop 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 an /Variance re uired Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent Al 2— LABuilding&Codes Formsftilding&CodesWspection FormsXResidential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6126/08;Revised 12/22/10,Revised 04/13/11 I ))fly Rough Plumbing 1 Insulation Inspection Report Office No. (518) 761-8256 Date inspection request received: t i Queensbury Building &Code Enforcement Arrive: am/pm DepahC�c am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , NAME: PERMIT #: Z! 5n LOCATION: INSPECT ON: t TYPE OF STRUCTURE: fzL at)() Y N NIA Rough Plumbing /Nail Plates Plumbing Vent 1 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/Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Prop2r 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: _ FL 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 request received: Queensbury Building & Code Enforcement Arrive r am/pm 742 Bay Road, Queensbury, NY 12804 Inspector nitials. NAME: PERMIT#: =� LOCATION: /= `' 11L --- INSPECT ON: 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 1'/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 0513 Framing / Firestopping Inspection Repor Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect In als: i NAME: ` ' ' �"c� PERMIT#: 5 LOCATION: —1 ' ' ' iZ) INSPECT ON: 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 1'/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 0513 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: f Queensbury Building &Code Enforcement Arrive: am/pm DAmartxQ 1 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: _ a, '�-s� INSPECT ON: 11-7- TYPE OF STRUCTURE: / Framing Y N WA COMMENTS: Attic 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. 81n. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft floor trusses Anchor Bolts 6 ft. or less on center j 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 5/8 inch Type X Ceiling1wall Windows Habitable Space l Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuitding&Codes Forms-01-MuNci ft&CodesUnspecUon Forns'Frafning Firestopping Inspection Report.doc Revised January 7,2008 ll� Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ .pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ��- �`�-- `f` PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS Attic Access 22" x 30" minimum Jack Studs/Headers Bracing I 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 Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center lee 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 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 s#grade LABuilding&codes Forms-01-MBuilding&CodesUnspedan FornisTraming Firestopping Inspection Report.doc Revised January 7,2008 '0'rT . Foundation Inspection Report 111t�A a Office No.(5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive* -am/Pm Depart: j am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: /7 T��> PERMIT#: NAME: V-�160- LOCATION: -6 1 n 3 -H 6�' INSPECT ON: TYPE OF STRUCTURE: A-AA Y N NA Footings Piers Mono ' Slab Reinfo-rce-mMnt 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 bnd-n Stone: R inch width V ve footing A mil poly wet areas under slab ackfal roval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bultding&Codes Forrns\Bullding&CodeWnspettion r-orms\Foundation Inspection Report-doc Last printed 12/20/2005 9,24:00 AM Foundation Inspection Report Office No.(5 18)761-8256 Date InspectionrERMT#: Queensbury Building&Code Enforcement Arrive: �;�ppart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: ' l 3 LOCATION: r 7 i S / iUG'L';) U, INSPECT ON: TYPE OF STRUCTURE: —` Coi_..81gm Y N NA 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 pRMose on site. Foundation/Wallpour einforcement 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 Icfiil Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I 1_4t Foundation Inspection Report Office No.(5 18)761-8256 Date inspection request received: Queensbury Building&Code Enforcement Arrive: _am/prn, Depq!7- am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: PERMIT#: LOCATTON: -3 6a 77a INSPECT ON: TYPE OF STRUCTURE: 444 COMMIM Y N NA 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. oo 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-Wullding&Codes Forms\Suilding&CodeAinspettion Forms\Foundation Inspection Reportdoc 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/pm Dep am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -t NAME: 1 12�111a A PERMIT#: J " LOCATION: t h I&- INSPECT ON: -7_C�11e.1-1.-� TYPE OF STRUCTURE: Co m ►�' Y N NA 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 purp9se on site. Foundation/Wallpour Reinforcement in Place !{ Footing Dowels or Keyway in place Foundation Dampproof ng 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 FormsWilding&Codes\lnspeWon Forms\Foundation Inspecdon Report.doc Last printed 12/20/2005 9:24:00 AM