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2005-291 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERT I F I CAT E OF COMPLIANCE Permit Number. P20050291 Date Issued: Monday, September 17, 2007 This is to certify that work requested to be done as shown by Permit Number P20050291 has been completed. Tax Map Number. 523400-289-012-0001-007-020-0000 Location: 29 BERRY PATCH Dr Owner. JOSEPH & KRISTINE MARASCO JR Applicant: JOSEPH & KRISTINE MARASCO JR 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 Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050291 Application Number: A20050291 Tax Map No: 523400-289-012-0001-007-020-0000 Permission is hereby granted to: TnSFPH& KRNTINF MARASCn IR For property located at: 29 BERRY PATCH 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 Orduiance. Type of Construction Value Owner Address: JOSEPH&KRISTINE MARASCO J Deck $4,000.00 29 BERRY PATCH Dr Total Value $4,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 20005-291 672 SQ FT DECK $67.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 19, 2006 (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 Town of Queengbury; Thursday, May 19, 2005 SIGNED BY for the Town of Queensbury. Director of Buildin &Co)4 Enforcement rN ofPermit No. „Codes Office-Department of Community Development-Town of Queensbury Fee Paid 4: y Road,Queensbury,NY 12804 . a Hatin,Director codes@aueensburv.net .tone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subiect 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 application form. �J Applicant/Builder U-4 '' ` `` Owner: Von"14 Address: �! � rye l Address: Home Phone: 761-vi o 7 Home Phone: 761'4 U7 Email Address: �Jk ftjAUli" hxt W Email Address: .lK n3 (61 & Cell Phone: .36) /6 9 7 Cell Phone: 6-1-M 7 FAX Phone: 70-oio 7 FAX Phone: 741-C/V- Person responsible for supervision of work with respect to building and codes compliance: Name: Address: e;?J 71t�y i - t - � 7� �'l Phone Location of proposed construction: Lot No. �� Legal Address: i HLY 41_14t i,�-'"'�. Tax Map Number: M. _ 7 O Subdivision Name: Estimated Cost of Construction: $ 7 � Does an accessory structure currently exist on the property? _Yes / -e-4-No If YES, list all existing accessory structures: Proposed Construction V floor 2^d floor Total Proposed Height sq.ft. sq.0. S ft, ft.&in. Open Porch Coy re 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 67,1 6 79L0l 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 Building and Codes, an As-Built Survey by a. licensed surveyor, drawn to scale,showing actual location of all new truction. Date: �rj� �j4� Applicant/Builder Signature: The application of dated is hereby approved and' permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as s,et forth above. �- � M < � ��:_ Date: 1 Authorized Signature:�_ LASue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - R&dential Final Inspection f Office No.(518)761-8256 Arrive: d, am/ m? - De�. am/pm Date Inspection request received: Inspector's Initials: ��-- NAME: f f,SC® PERMIT#: D-5-- LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A Buildin 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 1( 4 inches or more Guard at stairwell at 3 f 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 1 �S Bathroom/Kitchen watertight Safe lazing/Window in stairwells safe glazingj Interior Smoke Detectors: Every level: Every Bedroom: Ao pil Outside every bedroom area: Inter Connected: Batterybacku : 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/s"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 Sur Plot Plan As Built SeptX System/Sewer Dept.Inspection Sticker Site Plan /VapXWe required Flood Plain ert ation,if required Okay to iss e C/t or C/O Temporary/Permanent L:1Building odes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a,part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: tf NAME: MG V712 ZNQ PERMIT#: 0 J LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS aming Jack Studs/Headers Bracing/Bridging C1 Joist hangers 1 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 %2 (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 cavity min. Garage Fire Separation House side '/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 L:\SucHernin-way\13ui1din-.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requesl,received: 2 Queensbury Building&Code Enforcement Arrive: am/pY part: - vpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: "A-R-ASC-ID PERMIT#: LOCATION: 629 6tIP- c-1 - INSPECT ON: TYPE OF STRUCTURE: I `C Comment N/A 1116Ags Piers onolithic 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. L:\SueHer ingway1Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 LOT 13 N06'29'2 0"E 295.76' n 0 N p F,,, DRIVE WELL a 4 � l s332$s. 1Y , 3 `t 15 � LOT �o z The Home Dbpot#6160 820 ROUTE 9, QUEENSBURY, NY 12804 (TI8) 798-8301 QC -�� Wed Apr 27 20:40:33 2005 / The materials for this project will cost$3556.02 I JOE MARASCO DECK 25772 3D View ft SPY �.4 � .. _ � �v�, 2 R Vi'EVVEDJY � i The Home Depot#6160 820 RGJJTE 9, QUEENSBURY, NY 12804 (b' 8) 798-8301 Wed Apr 27 20:40:33 2005 The materials for this project will cost$3556.02 JOE MARASCO DECK 25772 Post Layout for Deck 1 o N co l— N 00 rl l0 01 - - - rl N 9"-- -� ---22' 91T 12' - -� � • � � �- - -12' N CO Point _ - N _ co N The Horne Depot#6160 820 RQUTE 9, QUEENSBURY, NY 12804 18) 798-8301 Wed Apr 27 20:40:33 2005 The materials for this project will cost$3556.02 JOE MARASCO DECK 25772 Deck Dimensions for Deck 1 �o �o JL N N i lD eck 1 2 ---- - --- 29' 11" --- — -- ------ -- — Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing Height = 36" The Houle Depot#6160 820 ROUTE 9, QUEENSBURY, NY 12804 fib' 8) 798-8301 Wed Apr 27 20:40:33 2005 The materials for this project will cost$3556.02 JOE MARASCO DECK 25772 Deck Layout ,ome Depot#6160 ROUTE 9, QUEENSBURY, NY 12804 6) 798-8301 ,on May 16 11:04:29 2005 jOE MARASCO DECK DESIGN 26744 Construction Specifications deck 1: Construction Method =Beam to Side of Post Footing Type = In-Ground Live Load =60 Dead Load = 10 Decking Spacing =0 1/8" Joist Spacing = 16" Beam Spacing = 132" Post Spacing =67" Decking =5/4X6 ACQ Premium Southern Pine No. 2 Beams =2X8 .25 ACQ Southern Pine No. 1 Joists =2X8 .25 ACQ Southern Pine No. 1 Posts =4X4 ACQ Southern Pine No. 2 Deck Height=30" Diagonal Bracing = No Deck Skirt= No Joist Overhang = 12" Beam Overhang= 12" Decking Deflection Factor=360 Joist Deflection Factor=360 Beam Deflection Factor=360 Pref Decking Size = Pref Joist Size =2x8 Pref Beam Size =2x8 Pref Post Size=4x4 Stair 1: Step Width =96" Step Height=30" Step Rise=7 3/16" Step Run = 11" Stringers =2X12 ACQ Southern Pine No. 2 Risers=5/4X6 ACQ Premium Southern Pine No. 2 Treads=5/4X6 ACQ Premium Southern Pine No. 2 Railing 6: Railing Height=36" Baluster Spacing=3 3/4" Railing 7: Railing Height=36" Baluster Spacing = 3 3/4" Railing 2: Railing Height=36" Baluster Spacing= 3 3/4" Railing 1: Railing Height=36" Baluster Spacing =3 3/4" Railing 3: „ ome Depot#6160 ROUTE 9, QUEENSBURY, NY 12804 t8) 798-8301 ,/16/2005 JOE MARASCO DECK DESIGN 26744 Materials for Deck: Qty UOM SKU Use Description 194 EA 430400 Baluster 2X2-42 B1E BALLUSTER PT 28 EA 255523 Beam 2X8-8#1 SYP PT 1 EA 168768 Decking 5/4 X6-8FT THOMPSONIZED DECK PT 123 EA 168793 Decking 5/4 X6-12FT THOMPSONIZED DECK PT 3 EA 168768 H Top Rail 5/4 X6-8FT THOMPSONIZED DECK PT 4 EA 255523 Joist 2X8-8#1 SYP PT 2 EA 255618 Joist 2X8-10#1 SYP PT 47 EA 255676 Joist 2X8-12#1 SYP PT 1 EA 255523 Ledger 2X8-8#1 SYP PT 8 EA 258132 Post 4X4-12#2 PT 1 EA 256276 Post 4X4-8#2 PT 11 EA 256276 Railing Post 4X4-8#2 PT 4 EA 155959 Stair Stringer 2X12-12#2 PT 8 EA 168768 Tread 5/4 X6-8FT THOMPSONIZED DECK PT 13 EA 254258 V Top Rail 2X4-8#1 SYP PT 5 EA 865858 2x8 Joist Hanger ZMAX 2X8 JOIST HANGER 2 EA 735002 BalusterScrewGreen GREEN 5LB 2 1/21N DECKMATE DECK SCRW 34 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 34 EA 538892 Beam Nut HEX NUT GALV 1/2 34 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 34 EA 169765 Concl n-Ground Foot 80LB. CONCRETE MIX 7 EA 735003 Deck Screws Green GREEN 5LB 3 IN DECKMATE DECK SCRW 2 EA 439432 Flashing DECK LEDGER FLASHING BRN GALV 8FT 1 EA 336963 Footing Tube 10” 101N X 481N TUBE FOR CONCRETE 1 PK 462810 Hanger Nails 2x8 10D JOIST HANGER NAILS 2 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB 11 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 11 EA 928607 Ledger-Bolt LAG SCREW GALV 112 X 6 42 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 42 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 42 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 1 EA 735002 Step Screw Green GREEN 5LB 2 1/21N DECKMATE DECK SCRW ---------------------------------------------------------------------------------------------------------------- The total cost of in stock materials is$3514.30 plus tax. This estimate was created on 5/16/2005 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 1:60 psf live load, 48 inch footing depth. WARNING: THIS IS NOT 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 FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING INSPECTOR. THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM. ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE REASONABLE AND ACCURATE. )ding Height=36" ,aluster Spacing=3 3/4" Aailing 4: Railing Height= 36" Baluster Spacing =3 3/4" Railing 5: Railing Height=36" Baluster Spacing=3 3/4"