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2009-352 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 uE R.TIFIC ATE 0-IF COMPLIXNCTL Pem- it Number. P20090352 Date Issued: Tuesday, September 29, 2009 This is to certify that work requested to be done as shown by Permit Number P20090.52 has been completed. Tax Map Number. 523400-301-015-0001-0 10-000-0000 Location. 12 WINGS FALLS Ct Owner. BRUCE & ELLEN KATZ Applicant: BRUCE & ELLEN KATZ This structure may be occupied as a: Deck By Order of Town Boatel TOWN OF QUEENSB6URY Issuance of this Certificate of Compliance DOES NOT relieve the A avf dly property owner of the responsibility for compliance with Site Plan, 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: P20090352 Application Number. A20090352 Tax Map No: 523400-301-015-0001-010-000-0000 Permission is hereby granted to: BRUCE &ELLEN KATZ For property located at: 12 WINGS FALLS Ct 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: BRUCE & ELLEN KATZ Deck $8,100.00 12 WINGS FALLS Ct Total value $8,100.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-3 52 403 sq ft deck $40.30 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,August 05, 2010 (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 wn f Que bt#y; e day, August 05, 2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY �- ____-______ TAX X � MAP O. PERMIT NO. O FEE PAID BLDG.&CODES APPROVAL , JUL 009 , , '------------------------------ _---------- ffltlVtdE3FQyE NSBllRY- ACCESSORY STRUCTURE BUILDING PERMI ' �s 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: Bnjce&Ellen Kam INSTALLER/BUILDER: Raymond H. Kraft III ADDRESS: 12 Wings Falls ct. Queensburv. NY 12804 ADDRESS; 16 Birch Ave. Glensfalls, NY 12801 PHONE NOS. (516)220-1924 PHONE NOS. 518-260-SM LOCATION OF PROPERTY: same SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: rear Of property ESTIMATED COST OF CONSTRUCTION: $ 8100 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? Y@S IF YES,PLEASE LIST: Gazebo CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Builder PHONE: 518-260-95" PROPOSED CONSTRUCTION 1ST FLOOR 2ND FLOOR TOTAL PROPOSED OOSD SQ.FT. SO.FT. SQ.FT. FT.&HEIGHT N. OPEN PORCH DECK 403 2ft.6in. 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 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? CALL 761-8256 OR EMAIL showing actual location of all new construction. Codes queensbury.net I have read a d agree to the abov VISIT OUR WESSITE FOR MORE INFORMATION www.aueensbury.net Signed I I .Z_ Dated: Namerritle(Printed)_ J I i✓(.� y�/ti Town of Queensbury- Community Development Office • 742 Bay Road, Queensbury, NY 12804 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque CJ Queensbury Building&Code Enforcement Arrive:�.i4�i�_ami art: pm 742 Bay Rd.,Queensbury,NY 12804 Inspectot s Initial i NAME: K04 P T#: [ " ��— aj. LOCATION: ? S C T SPECT ON: TYPE OF STRUCTURE: jP 1CO3SI :�94r Y N NA Piers is 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 6vnch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspectlon Report.doc Last printed 12/20/2005 9:24:00 AM / U G G- IA-w Framing / Firestopping Inspection Repo Once Na. (518) 761-8256 Date inspection r c Queensbury Building &Code Enforcement Arrive: = a rt: o rrf 742 Bay Road, Queensbury, NY 12804 Inspector's 1 . . NAME: &; 'L= ERMIT M LOCATION: INSPECT ON: _ TYPE OF STRUCTURE: Y N WA COMMENTS: Z�IZZ ess 220 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 nails 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 hoar Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side h 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. CM 5.7 sf above/below grade 5.0 sf grade LASuiiding&Codes Forms-=Muikfuq&Codesllnspection FomnsTrarr ing Fig Impaction ReporLdoc Revised Jamwry 7,2006 IL Queensbury Building & Code Enforcement - Residefspection Office No. (518)761-8256 Arrive: = : At Date Inspection request received: Z` / Inspecto 's Initi NAME: \ ��LOCATION: � TYPE OF STRUCTURE: Comments: N /A 4' BuildingNumber Address visible from road ChimneyHeight/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch PlumbingVent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Al Handrail 4 or more risers Guards at stairs decks ios 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 Bra /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 waterfi ht Safetv glazing/Window in stairwells safe lazing 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 eight 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. 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN G sum 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 Are Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Insp2ction Sticker Site Plan /Variance required Flood Plain Certification,if-reemirod 4. Okay to issue C/C gFC1®j TmOhpo I Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residental Final Inspection Form—revised 100405.doc;Revised January 7,2008;Revised 6/26/08 Page 1 of 1 k Ir i' �f Queenebury#*MSt,Phase 1, Queensbury F6ro t,-Pn:,2 Scalsbar length always=300feet atl rl j _ tl � p �age �. 9 1 .g Xv •. . AT,t,, aiju.!�i 1 �e(4 tl r� w http://gby2svr/GIS/RPSI/T000019/52340030101500010100000000000I.JPG 7/29/2009 Community Development OM Town of Queensbury • 742 Bay Rd. , Queensbury, New York •12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and ildi all property lines. SIDE PROPERTY LINE Y-- 0�OEM r m w r.. O Z c.. Z J e � O a m a AM a m i /�/ C SIDE PROPERTY LINE 1 SQUARE 5y3FT. IC7 19 .9 16 1 21 11 FI) if -Cl -IF 1 C�, LLLLLLLLLLLI lo� 19C 2' 1/4' L S 1/L MA 4' �1' 10 1/4' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 4' 1 1/2" 2 3' 10" B 13' 1 3/4" 3 5' 11 1/8" C 13' 4 3/4" 3 6' 5/8" D 6' 9 1/2" 2 5' 6" E 3' 9 3/4" 2 3' 6 1/4" Post spacing is measured center-to-center. C 1 r r r f,r A O a� W o 7❑❑ 01 - 3�52 'd P+ r CROSS-SECTION CUSTOMER -- DATE 07/25/09 REF Deck09206 i CURTIS LUMBER CO., QUEENSBURY LOCATION 460 BIG BAY ROAD, OFF NORTHWAY EXIT 18 QUEENSBURY, NY (518) 792-8601 I�r - _ L- _ % 4 d�L y x, s„ y: Ip a� I STRESS ANALYSIS CUSTOMER: DATE: 07/25/09 DESIGN: DECK09206 REF: SALESMAN # 8402 ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 88 PSF 16" BENDING 103 PSF SHEAR 105 PSF COMPRESSION 182 PSF 88 PSF BEAMS 2-2X10 DEFLECTION 318 PSF BENDING 138 PSF SHEAR 91 PSF COMPRESSION 273 PSF 91 PSF BOLTS 1/2" SHEAR 2356 PSF 2356 PSF POSTS 4X4 STABILITY 527 PSF 527 PSF ----------------------------------- TOTAL LOAD 88 PSF DEAD LOAD 10 PSF LIVE LOAD 78 PSF ------------------------------------------------------- STRINGERS 2X12 DEFLECTION 337 PSF BENDING 278 PSF SHEAR 197 PSF COMPRESSION 762 PSF ----------------------------------- TOTAL LOAD 197 PSF DEAD LOAD 10 PSF LIVE LOAD 187 PSF ------------------------------------------------------- STRINGERS 2X12 DEFLECTION 399 PSF BENDING 330 PSF SHEAR 235 PSF COMPRESSION 907 PSF ----------------------------------- TOTAL LOAD 235 PSF DEAD LOAD 10 PSF LIVE LOAD 225 PSF ------------------------------------------------------- Quee sbury ' Forest Subdivision No. 9-86 Phase 1 50 lots approved: May 19, 1987 Effective Zoning Ordinance: 6/11/1982 %'- C% ` Phase 2 30 lots approved: May 17, 1988 Effective Zoning Ordinance: 6/11/1982 `= - C JygIVA- 5C .1y"n' ' Phase 3 36 lots approved: April 21 , 1992 Effective Zoning Ordinance: 9/19/1988 `,r, Use zoning and setbacks applicable to Zoning Ordinance in effect at time/year of specified Phase approval. - ' CD H�-a1"87__---- -- 4 -t qj p n - r t 1 31.,Spl- �9gjq.1 - l�f� f1o�57afaG� g' 4 "j, Print at: Friday, January 28, 2005 10:41:20 AM Host: SUE_HEMINGWAY User: Sue R . 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