Loading...
2007-386 01" TOWN OF QUEENSBURY Iwo 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20070386 Date Issued: Thursday, August 02, 2007 This is to certify that work requested to be done as shown by Permit Number P20070386 has been completed. Tax Map Number: 523400-296-020-0001-025-001-0000 Location: 159 MEADOWBROOK Rd Owner: NICOLE PORTER Applicant: SHIRLEY SIPOS LE This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the ire 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. 1 ��` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070386 Application Number. A20070386 Tax Map No: 523400-296-020-0001-025-001-0000 Permission is hereby granted to: SHIRLEY SIPOS LE For property located at: 159 MEADOWBROOK 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: NICOLE PORTER Deck $2,500.00 159 MEADOWBROOK Rd D Dotal Value $2,50 00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2007-386 204 sq ft deck $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,June 29, 2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Towp of. eensb, ftuy' Friday, June 29, 2007 SIGNED BY j)e!;%_ "<" cr'''r for the Town of Queensbury. Director of Building&4Code t`��nforcement OFFICE USE ONLY ..... TAX MA NO O °J PERMIT NO. 7- . C r,.;> FEE PAID t-i 3 BLDG.&CODES APPROVAL J ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. / OWNER: (LI L- 4AoeetC Joe& ? INSTALLER/BUILDER: C 4-al llc ADDRESS: / % 7Ac,e )e,. ADDRESS: S // --- PHONE NOS.2$-) `" 4 Z- PHONE NOS. 5'4'-fE'"--- LOCATION OF PROPERTY:/4? ESt?.423c -e0Z-A SUBDIVISION NAME: , / 7 LOCATION OF PROPOSED CONSTRUCT ON AND[OR INSTALLATION: Si4 -'Z 9d' ESTIMATED COST OF CONSTRUCTION: $ _ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: /,/7,— G+/0.4/2_j54t), CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: /tivei .-/`1' ,' PHONE:.2 ''C)74 7 ST Np PROPOSED PROPOSED CONSTRUCTION 1FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH LA;44 1•N ECK •2_0./ 3 SEASON,COVERED OR ENCLOSED PORCH* « a BOATHOUSE BOATHOUSE WITH SUNDECK DOCK t^i 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, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL codes@Queensburv.net I have read and a Re to the above. VISIT OUR WEBSITE FOR MORE INFORMATION Signecf'; Dated =?..6 a.��•7 www.queensburv.net Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: _ Inspector's Initials: NAME: PLLePERMIT#: LOCATION: f DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake cRAR — 3 inch Plumbing Vent thro • ' um 6 inches OL) / Roof Complete/ xterior Finish Com 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 I x Grade away from foundation 6 inches with 10 feet Jam} 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 Dazing/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 Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'h"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 U 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 PLAN VIEW FOR LEVEL 2fla a)•-• w 3?(%, CUSTOMER -- DATE 06/27/95 REF SIPOS 14' (0 i %!Ness -CO Lf-774 -tea i t- Ln i v (D � Ln t ,ter_ * / Load and support : 2-C. You" deck will support a 47 PSF live lino% Posts have 48' below-ground post support TOWN OF QUEEN;BURY Deck and post height You selected a height of 32' from the top of decking to level ground TI efore, the top of the deck support pasts BUILDING & � ,� DE PT will be 23.25' above level grand Your- •=anl esperson can REVIEWED ad Y provide information far uneven Cr sloped grn Joists DATE l4 Z Set top on of 16' center to center. joists Be sure to fallow the ded( construction detail available from you' store snlesperson. Note : The design requires knee braced bears cil ices and bridging between ,joists. Yar materials ltst Includes the necessary items. The suggested design is not a finished building plan You are responsible for oll reasirerhents being ccrr—1, for verifying that r11 rnpv the design (and any substitutions cr modifications that you rake. meets all local building codes and requirements. To verify that the suggested desigrti and any substitutions or u-�difications, is consistent with conditions at the construction site, review -the design with your architect. Also consult your architect for proper construction and usp of materials in the struchre. ':.1.:17-:,DC'',-;e:5'::'ii:filo.' a-ri-ii P 1 t..1 n-- Y 0 Li it bet k .LOWE'5 I*. 14 * v** /,,/ --/i//` „,,,,t *P7,:lti,", 4 4.41/4 AA/44)*14.,"T.,trit;111,4:0 V'44-,'S444tV 1 1144440‘ _,:.4.1+.,.'* . ,Alit'.0;:pliii4-...'::-43444iittp:11 - :: mik . ' k � 11 ' 4 T d ,x �5 40..*A 6:00 likP ::,..:, , . , r : r , . ,, r I ' fr 011. Li 5a.,,,,,,,, 0,ra Lowes Deck Design For Mike Print this document and take it to your local Lowe's. One of our associates will help you find the materials you need. All rights reserved copyright©2007 DIY Technologies - et �k � _ � � Deck layout diagram X.n r �" �` d ai u'+_ '`-�.-. s Top view without planks Bottom view with plankif 1 1 1 kr ' R'1f f 5 a f , , F 9y .. 1 ,,,*°r°°' e:°°16°.:01011.eiL °I.11... 111, Top view with planks All rights reserved copyright©2007 DIY Technologies Page 2 e s! ;! ntP ;; . ,et #S Beam Layout Level 1 •II I II ill I II ■III�fIII III I�IIII III 1 I■ 1111 IIIII I B ® Al ■II I I■ III■�III Ul{ I Ii III II■ III I IN III i BEAM LABEL BEAM LENGTH POST COUNT POST SPACING A 19'9" 3 9'4 3/4" B 19'9" 3 9'43/4" C 19'9" 4 6'3 114" AU rights reserved copyright 02007 DIY Technologies Page 10 G ,ice, l . 'Vesii d Pi V b / LouE'S Materials Cut List: Level 1 ® 31 r- r L El T F El T T 7- `F' a LABEL NAME QTY LENGTH BEVELS LABEL NAME QTY LENGTH BEVELS A Fascia 2 20' F45 S45 D Outer Joist 2 19'9" B Fascia 1 13' 11 1/4" F45 S45 E Header 2 19'6" C Fascia 1 11' 11 3/4" F45 S45 F Joist 14 19'6" Cut Angles: L=Left, R=Right, F=Front,S=Side All rights reserved copyright©2007 DIY Technologies Page 11 sign t n - - _ Y LOWE's log Permit Page: Level 1 LOAD AND SUPPORT: Your deck will support a 47 PSF live load. • Posts have 30"below ground support. 8 i' A DECK AND POST HEI T• ��"`�322-b 1 You selected a height f 36" rom the top of the decking to the ground level.The t the deck support posts will I therefore be 27.25"above ground level. Joists: Set joists on top of beams, 16"; center to center. Stress Analysis: Level 1 Component __ PSF Joist Deflection 184 Joist Bending _ 57 Joist Shear 91 Joist Compression 158 Beam Deflection 65 Beam Bending 65 Beam Shear 64 Bolt Shear 89 Post Stability 126 All rights reserved copyright©2007 DIY Technologies Page 12