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2005-405
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIMN- CE Permit Number. P20050405 Date Issued: Friday, June 09, 2006 This is to certify that work requested to be done as shown by Permit Number P20050405 has been completed. Tax Map Number. 523400-296-005-0001-011-000-0000 Location: 89 ROUND POND Rd Owner. PAUL & CRISTINE DI CAPRIO Applicant: PAUL & CRISTINE DI CAPRIO 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 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: P20050405 Application Number: A20050405 Tax Map No: 523400-296-005-0001-011-000-0000 Permission is hereby granted to: PAT 11, & C'R1STINF DI CAPRIO For property located at: 89 ROUND POND 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: PAUL& CRISTINE DI CAPRIO Deck $1,800.00 89 ROUND POND Rd Total Value $1,800.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-405 295 SQ FT DECK $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, June 08, 2006 (If a longer period is required,an application for an extension most be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tow( o of Q nsb ;W June 08, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No. a-©O L�C) Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes®aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3 Instructions: A permit must be obtained before beginning construction. No inspections,will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the ap lication form. Applicant/Builder bLZI-10 Owner: 57ame Address: Vourvi FEd Address: Home Phone: 7S-! Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: 0,4 DLbrlo Address: 99 KOUACIAd Kd Phone _74 122r9 Location of proposed construction: /Lot No. Legal Address: Tax Map Number:a 2Lp r / r 0 Subdivision Name: Estimated Cost of Construction: $ ®a RECEIVED E® Does an accessory structure currently exist on the property? _Yes / �Q No JUN 0 g 2005 If YES,list all existing accessory structures: - TVYYIV''^'"'"'OF QUEENSBURY Proposed Construction V floor end floor 'lottli-- Propolea Height sq.ff. sq.ff. Sq. ff. ft.&in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR [Floor Area Ratio] requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed porch. Deck D Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: 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 Buildi and Codes n As-Built Survey by a licensed surveyor, drawn to scale, showing actual location ofanew nst Lion Date: 62 Applicant/Builder Slgnat The application of dated is hereby approved and, permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature- ` V:l 2/28/04 L:\Sue Hemingway\Building. ermit.FORMS\Accessory Structure Permit Application.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 / Arrive: am/pm Depart: ��_am/pm Date Inspection request received: C� � _ Inspector's Initials: NAME: L PERMIT#: LOCATION: 'Co _ 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 3 inch Plumbing Vent thr um 6 inches Roof Complete/ io'r Finish Com lete 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 s . ft.-150 s . ft. vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 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 Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re uest received: � 8 D� Queensbury Building& Code Enforcement Arrive: m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector' Initials* Ise NAME: G'eTRZ( O PERMIT#: -_VS--`D5 LOCATION: 1� INSPECT ON: TYPE OF STRUCTURE: Y N N/A raming COMMENTS Jack Studs/Headers C�_ 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 Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavitymin. Garage Fire Separation House side '/z 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 L:\SueHemingway',13uilding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date InspectioLijequest received: CO B vs- Queensbury Building&Code Enforcement Arrive: ;j 40/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: A kt NAME: -t c pvp r_Z1 U PERMIT#: 200s — L/yS LOCATION: q ,�,� Po INSPECT ON: TYPE OF STRUCTURE: _ Comments Y N N/A � ootings 1 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASueHenningway'xBuil ding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 ► s �Und Plan Your Dock COPY RECEIVED auN 2005 G - TOWN OF QUEENSBURY BUILDING AND CODE 4.=. tvn Lowe's Deck Design For Paul Print this document and take it to your local Lowe's. One of our associates will help you find the materials you need. r BUILDING & OD S DES,.. i CONREVIEWED Ely DATE All rights reserved copyright'�.-2004 DIY Technologies IWWLGWE'S �,-A PEI, -iAl If At Ai Deck Part Identification Tapi( Rail Cap Rail Baluster Rail Post / 0. 91ing Joist ... a-; .. _ Tread Riser Bottom bail Opt' ke Post �tx�F Con l. crate Pier Stanger aA la Baluster The vertical pieces of a railing spaced at regular intervals between posts. Beam A horizontal framing piece,which rests on posts and supports joists. Decking The boards used to make the walking surface of a deck. Joist A horizontal frame piece that supports the decking and spreads the weight over the beams. Ledger A horizontal strip that connects the deck to the house. Concrete Pier A vertical piece of concrete, used as a footing to support a post. Post A vertical framing piece, used to support a beam or a joist. Riser The board attached to the vertical cut surface of a stair stringer. Stringer The diagonal board used to support treads and risers on a stairway. Tread The horizontal surface of a stair, perpendicular to the riser. Bottom Rail The lower horizontal piece that connects rail posts. Top Rail The upper horizontal piece that connects rail posts. Cap Rail The top horizontal trim on railing. Rail Post The vertical posts connected to the deck framing, to which railing is secured. page 3 top u igw and Plan Your Deck iw Beam Layout rl.s�7M - BEAM LABEL BEAM LENGTH POST COUNT POST SPACING A 15'9 3 7'43/4 B 5'1 1/2 x3 4'2 C 1019 2 9'9 1/2 page 10 Y• _ ins gn n+d Plan Your Deck Ott Materials Cut List: Level 1 C D B E F F F L F F F F XI D HHHL A L E J -F L D KI M M E K p N LABEL NAME QTY. LENGTH BEVELS LABEL NAME QTY. LENGTH BEVELS A Facia 1 20' F45 S45 B Outer Joist 1 9'41/2 C Header 1 15'6 D Stair Stringer 3 4'41/2 E Stair Stringer XS 4'41/2 F Joist 8 9'3 G Outer Joist 1 10'4 1/2 H Joist 3 14'6 1 Header 1 5' J Outer Joist 1 14'9 K Facia 2 5' 1 1/2 F45 S45 L Facia 1 15' F45 S45 M Joist 8 10'3 N Header 1 10'6 O Outer Joist 1 6'6 3/4 p Facia 1 11' F45 S45 Cut Angles: L=Left,R=Right, F=Front,S=Side page 11 3 D ignY`and plan Your Dock *0.*tw Permit Page LOAD AND SUPPORT: Your deck will support a 53 PSF live load. Posts have 24"below ground support. DECK AND POST HEIGHT: A You selected a height of 30"from the top of the decking to ground level. The top of the deck support posts will therefore be 19.25"above ground level. g Joists: Set joists on top of beams, 16"center to center. G Stress Analysis Component PSF Joist Deflection 395 Joist Bending 90 Joist Shear 167 Joist Compression 258 Beam Deflection 143 Beam Bending 63 Beam Shear 63 Bolt Shear 70 Post Stability 128 page 12 \ LOT 11 0-5 - Ll 05 RECEIVE® JUN 0 8 Z005 � TOWN OF QUEEN COUEY �u 150.00' W LOT 4 pto o t 3 LOT 3 z N AREA = •: N 10.74f ACRES o 0 N ap 0 rn 49.5' HOUSE STONE 1 ' - DRIVE PORCH , 1 39.2' l 40.61' 110.30' (— IRF N87 3210W N8903 20 W 111 IRF ROUND POND .ROAD --oh w--------oh h w-- CERTIFICA11ON: