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2006-574 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: P20060574 Date Issued: Friday, September 21, 2007 This is to certify that work requested to be done as shown by Permit Number P20060574 has been completed. Location: 17 HONEY HOLLOW Rd Tax Map Number: 523400-308-018-0001-020-000-0000 Owner: MARK & LENA POSNIEWSKI Applicant: MARK & LENA POSNIEWSKI This structure may be occupied as a: Garage - 2 Cars Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property ` 1 f` 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. 1 OFFICE USE ONLY TAX MAP NO. � PERMIT NO. FEE PAID l IIL? 1: CODES APPROVAL AUG 1 6 2006 • 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: thafIC 90-C 4 � '5 { INSTALLER/BUILDER: ADDRESS: /7 A4" "7 1,1,0 CA-) ADDRESS: PHONE NOS. 7! ` PHONE NOS. LOCATION OF PROPERTY: /7 74.'e 7 pjfi) v SUBDIVISION NAME: £D Qt.)t.) C Lac_ LOCATION OF PROPOSED CONSTRUCTION/AND/OR INSTALLATION: 3.C.,6A. U q..� ` ESTIMATED COST OF CONSTRUCTIO $ I0UANY OTHER ACCESSORY STRUCTURES ON PROPERTY? /��U' IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: I I 1ST No PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT I SQ.FT. I SQ.FT. SQ.FT. FT.&IN. OPEN PORCH r _• 'F f f_.._ i DECK F p . I 3 SEASON, COVERED OR ENCLOSED PORCH' BOATHOUSE I F I r F BOATHOUSE WITH SUNDECK tI I j •� i DOCK 4 f SHED I i POLE BARN i s DETACHED GARAGE(NO.OF CARS: ) 3aleoi' 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, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL codes@queensburv.net I have read and agr:e to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Signed e • "tom Dated: /1)3 //c/a '�s' Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 3:cam 2-4 6-sJ*i Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: . _ / p De art: am/pm Date Inspection request received: Inspector's Initials: NAME: F_Sji i ,_ PERMIT#: 0- LOCATION: a.,_ �!���} DATE: J TYPE OF STRUCTURE: / i4-;‘ I Comments Yes No N/A Building Number/Address visible from road 1� Chimney Height/"B"Vent/Direct Vent Location l/ .)j 1 e--- Fresh Air Intake /' 3 inch Plumbing Vent through roof minimum 6 inches _ (��f'7€Y' 3 o CCD Roof Complete/Exterior Finish Complete Platform at all exterior doors I ' Guards at stairs,decks,patios more than 30 inches above grade - 'Q9-0 Guard at stairwell at 34 inches or more J `��SpeC 4,71 Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Wr/v f I Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers 6 I -r, CeLl. 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: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector 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 Floor truss,draft stopping fmished 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 _ Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed pro?erly Gas Logs in Sealed of rrure 9� u Final Electrical Final Survey Plot P an 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&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc 2 '4 . LeS Queensbury Building & Code Enforcement - Residential lnal Inspection Jffice No.(518)761-8256 Arrive: am/pm epart: am/pm Date Inspection request received: Inspector's Initials: '� NAME: PQ PE IT#: LOCATION: // C me fkr-�J DATE: ��' TYPE OF STRUCTUIt� 6r—r • Comments Yes No N/A 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 Platform at all exterior doors 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 Interior Handrails @ stairs 2 or more risers 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: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: _ Carbon Monoxide Detector 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 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 e t Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''W'Gypsum Basement stairs closed 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 As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required J Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc 5--/O Ri \b/4 ti / /2 / C o Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date joi•.•ecti• re est eceived: Queensbury Building&Code Enforcement Arriv apart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspe or's ni ials: NAME: P�.5 Pt t�G.zS / PERMIT#: LOCATION: A INSPECT ON: 11:47# C_'--- TYPE OF STRUCTURE: Y N NIA Framing COMMENTS s '. , cess 22"x 30"minimum Jack Studs/Headers a 6(it D( S 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses =•—•_ : .. , I or less on center Ice and water shield 24 nches from wall ire 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 Foundation Inspection Report Office No. (518)761-8256 Date Inspectiofequest received: Queensbury Building&Code Enforcement Arrive:Z .( S am/pmJ , Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 74,. /t2/1€? /G/ PERMIT#: -♦ 5/ LOCATION: / /tic D (• ) INSPECT ON: 2122:17- TYPE OF STRUCTUR : 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 in Stone: 1 ch width 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 T - (orik Foundation Inspection Report C Office No.(518) 761-8256 Date Ins cti. :.uest received: /'/// GG Queensbury Building&Code Enforcement Arrive: m!am/p ,� Depart: IJ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspects s itials: NAME: A G'S / iti:S PERMIT#: -52 LOCATION: ^hre_tu, q�'` INSPECT ON: •M A TYPE OF STRUCTURE: 0 , CA-rt Ci � �rr Cir" , Comments Y N N/A 98 " e%1 GG g) Peou/l7c— Piers ,4 /t/Ki‹ .--/ Monolithic Slab Reinforcement in Place 110 ' 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\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM