Loading...
2011-284 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20110284 Date Issued: Tuesday, July 129 2011 This is to certify that work requested.to be done as shown by Permit Number. P201102.84 has been completed. Tax Map Number: 523400-316-010-0001-028-000-0000 Location: 12 ARBERGER Dr Owner: CHERYL WINSLOW Applicant: CHERYL WINSLOW This structure maybe occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 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 Developnient-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110284 Application Number: A20110284 . Tax Map No: 523400-316-010-0001-028-000-0000 Permission is hereby granted to: CHERYL WINSLOW For property located at. 12 ARBERGER 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. Tne of Construction Value Owner Address: CHERYL WINSLOW RICHARD WINSLOW Deck $1,200.00 13 RUSH HOLLOW Ct Total Value $1,200.00 QUEENSBURY NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-284 160 sq ft deck = $50.00: PERMIT FEE PAID.-THIS PERMIT EXPIRES: Friday,June 22,2012 (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 To of eens e June 22,2011: SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ' FFICE USE ONLY _/.2S TAX MAP N0. PERMIT N0. U. :;t'3" 011 j , ... ... ,.. FEE PAID BLDG,&CODES APPROVAL ; TOWN OF QUEENS'BURY ' 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 TH.E APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: ✓fIL/Cl A-/41 <-!�/ /(/i1 j:L�I�� INSTALLER/BUILDER: SS/"l ADDRESS: � ADDRESS: 13���y�SI- /tiC d A,� CA PHONE NOS.7G,/-.3aa(-C11f: &dl x _ PHONE NOS. MOM -e-. -7 9 LOCATION-OF PROPERTY: Z-2 /7f Stfa e BUT. SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: &n tpdre 4 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑YES OP NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? /V 0 IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: yJMS/d � PHONE: U ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SO.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH / DECK �t!r�Z) ' d 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, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Building & Code Enforcement - Residential pnaf Inspection Office No. (518) 761-8256 Arrive: am/p D art: 1 am/pm Date.lnspection reques t received: Inspector's Initials: NAME: (dU p �'�S PERMIT#: C�(J LOCATION: , i- DATE: — — TYPE OF STRUCTURE: Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent throw 18 inches Roof Complete/Exterio inish'Com Platform at all exterior do Handrail 4 or more risers A 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 s .ft.-1 50 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 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 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 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 10 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10 Foundation Inspection Report Z%N 761-8256 Date Inspection request received: a-a ding 8t Code Enforcement Arrive: am/pm Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials://°'�R .�.. NAME: 0 1 n Low t.,) RMIT#: . l l LOCATION: I A-,-fe-t el INSPECT ON: (o TYPE OF STRUCTURE: N Footings ���(�� MA- 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 Lwp2se on site. Foundation/Wallpour i Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing i 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 I Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior .R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection-Foffn0bundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ZIA - c--"aat %Iktj - � h � NII "I have seen or observed, or believe I saw evidence of, shown on the document. all obi cts such as houses, wells, trees, fences, etc., ® i l also represent that I have person ea red t e.dis anc set forth on the diagram." SIGIvF U E DATE - v R' #-20 Arl � I C i t jj j 1' CA, 4.`-^••.�._�Guni.4aYn'rk1%z?a9i+?t'W�:�t(n.4e�i,AN.'E:tl'..r.�Y-r,/s-��h�.�r!f.SDi:.I.�.]'ft:2Tk4i!ih..v.l:.:.�..�'.�.SLc::JT•-F='91 N.� J!fT'-'�¢t� In . ,a i J• 91 i . j 9 c to east �tit a d °i file:///tmp/beam_l.html r .. 'FrM- Beam Layout Level #1 ' l J d Label Length Post Count ost Spacing 1.5 9__ 3 ._ �._._._ _.._ _ 3 3/4 ___._. . _._............ s { , �4 I of I 05/24/2011 12:50 PM file:///trap/joist_I.htnil 1 Material Cut List Level-#1 c a G e c Label ame ty. Length evels ascia ...... '10' 45 S45 _ :B ascia F�45 S45 C eader 151611 D 9 muter Joist .�'`9" _ 6,� ._... . _. E oast _i l... l of 1 05/24/2011 12:49 PM Deck Design Report L/ file:///tmp/pmh.html 1 VV Store#0641 /1� Project Quote 251 QUAKER RD. �� �( ll� ��JJ Date of Quote: Tuesday May 24, 2011 QUEENSBURY, NY 12804 RICK WINSLOW (518) 798-9050 Project Number- Salesperson: 1 I Fill POR a: Below are the Specifications and Materials that you have selected for your.deck: Overview Number of Levels: 1 Footer Depth: 48" Total Square Feet: 160 Live Load: 71 psf Dead Load: 10 psf ...... _._. . -- __... .- -- - Component Size Wood T e Joists 2 x 8 op Choice Treated Beams 2 x g Top Choice Treated Posts 6 x 6 Top Choice Treated _ Pressure Treated Decking 5/4 x 6 Standard Decking _.._._ .... ........ ._.._ ..... Railing Pressure Treated _.. _ �Bench None Lattice +None 1 of 4 05/24/2011. 12:50 PM Deck Design Report file:///tmp/pmh.html Footer Depth 48" Live Load 71 psf Dead Load 10 psf Today's estimated cost for materials in this design with options: $1,292.71 Pricingis valid until Thursday May 26, 2011 Y Y. There are missing Components in your Deck Design Project Quote. The price quoted does not reflect these components. Missing Items: Component QTY RFB5 THREADEDROD not found -3 Material List Lumber'Materials" l� .... _ __ _ _ - Item# Model Qty Descnption Usage 1 015195�2REAITEDCQ TOP CHOICE Beam r� 0169115/4X6X12 SW TOP CHOICE ACQ op Rail 01704 Z/4X6X16"SW TOP CHOICE ACQ, op Rail 0 6 1 X4X8 ACQ .40 TOP CHOICE Railing Post TREATED 1 1763 3 X4X12#2 .40 ACQ TREATED Railing Post �66 87�6' TRU-FIT RAILS Hand Rail _ _ _.. X8X10 ACQ TOP CHOICE ;92334 15 Cladding REATED 6573 1 /4X6X16 STD ACQ TREATED Deck Planking 827 6X6X8#2 40 ACQ TREATED Post „ Other Materials - _ ....__ : _Model: Item # Qty.:Description Usage i6X6 TZ 2 SIDE POST ANCHOR 6472 3 Footing to Post _ PA66E-TZ 10385�: P15tONCRETE MIX 80#QUIKRETE Footing to Post 10150ECONCRETE FORM TUBE 12'X48" Footing to Post - - - -- -1 3 RFB5_THREADEDROD not found Footing to Post ai69264 ' I 'NAIL COMMON GALV 5 LB 16 D Footing to Post 16 9� 24 GALVWROUND WASHER 1/2 Post to Beam m 2 of 4 05/24/2011 12:50 PM Deck Design Report file:///tmp/pmh.html 67358 j 12 1GALV CARRIAGE BOLT 1/2 X 10 Post'to Beam 7342 12 GALV 1/2 HEX NUT Post to Beam rPLA�TE TR ANCHOR, 6.5X1.5TZ DBL1993 1 26Joist Framing .E 69138 8 AIL COMMON GALV 1LB 8D Joist Framing JOIST HGR.NAIL 1 LB 68408 1 Dist Framing 1-1/2 NA111CD t Framing }TZ�SLANT JSTHGR 2X6-8 11624122 .I Jois 18GA(14479) -- ........... 184956. 1 10DX1 1/2' NAIL 5 LB MC Joist Framing ;I f � _ _ _ _ _ _.( _ _)._.. �yg 69262 ��1 INAIL COMMON GALV 5 LB 10 D lJoist Framing 1 5/16X2-3/8X4 TZ ANGL CLP 13087 4 Joist Framing _ AC5 TZ �� Olympic Maximum Waterproofing l 12045 1 Deck Planking 7 �s . �Clear Sealant VOC IC� - --: 11347 ; 120 i4X4 DECK POST TIE TZ (14360)., Railing Post =6734140 GALV 3/8 HEX NUT Railing Post � _ f41706 ;�_ 14 3/8" FLAT WASHER GALV (25) PP Railing Post 67 . 7353 40 GALV CARRIAGE BOLT 3/8 X 8 lRailing Post 67365 GALV LAG SCREW 1/2X 6 PostBmOrLedgec Disclamer:This quote is an estimate and is valid until Thursday May 26,2011.Lowe's Price Guarantee is applicable to individual material items only.Lowe's Price Guarantee does not apply to the total design package as a whole as quantities within different designs may vary. Warning:This may not be a final design plan.Variations in building codes,specific architectural { considerations,or site conditions may require changes to this design.You are responsible for the 1 final structure,code verification,material usage,and structural safety of this design.Be sure to check and verify the design with your architect,engineer and building inspector. l Lowe's is a supplier of materials only.Lowe's does not engage in the practice of engineering, architecture,or general contracting.Lowe's does not assume any responsibility for design, i engineering,or construction;for quantities or sizing of materials for a general or specific use;for quantities or sizing of materials;.for the use or installation of materials;or for compliance with any building code or standard of workmanship.Always refer to information on fastener packaging for use with pressure treated lumber. { Note: It is recommended that joist that meet on top of beams should be spliced with gussets.The gussets should be 2-by wood the same width at the joist and overlap by 6 inches on each side. These gussets should be held in place with 12 16d galvanized nails. Handling Precautions for Pressure-Treated Wood Disposal: Dispose of treated wood by ordinary trash collection.Treated wood should not be burned in open fires,stoves,fireplaces,or residential boilers because toxic chemicals may be produced as part of the smoke and ashes.Treated wood from commercial or industrial use(e.g.,construction sites)must be disposed of in accordance with state and Federal regulations,which may include burning only in commercial or industrial incinerators or boilers Always refer to information on fastener packaging for use with pressure treated lumber. of 4 05/24/2011 12:50 PM