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2008-267 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080267 Date Issued: Tuesday, June 01, 2010 This is to certify that work requested to be done as shown by Permit Number P20080267 has been completed. Tax Map Number. 523400-301-019-0001-066-000-0000 Location: 20 FERRISS Dr Owner. KEVIN & TINA KELLY Applicant: KEVIN & TINA KELLY 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: P20080267 Application Number. A20080267 Tax Map No: 523400-301-019-0001-066-000-0000 Permission is hereby granted to: KEVIN &TINA KELLY For property located at: 20 FERRISS 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. Tyne of Construction Value Owner Address: KEVIN &TINA KELLY 20 FERRISS Dr Deck $1,000.00 QUEENSBURY, NY 12804 Total value $1,000.00 Contractor or Builders Name/ Address Electrical Inspection Agency Plans &Specifications 2008-267 260 SQ FT DECK $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,June 06, 2009 (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 of Quee bury; rida3 June 06,2008 SIGNED BY for the Town of Queensbury. Director of Ld Wr? Enforcement ................................ ............._6e ' FFICE USE ONLY ' TAX MAP NO. PERMIT NO. FEE PAID BLDG.&CODES APPROVAL 9 ..................... ..._._....___._....---------- 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: ''CM UO INSTALLERIBUILDER: ) il ADDRESS: ADDRESS: PHONE NOS. � d� J PHONE NOS. -)'j Y LOCATION OF PROPERTY: _ SUBDIVISION NAME: .ti - i�• LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: K- C T rfl ESTIMATED COST OF CONSTRUCTION: $ o- ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? i IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: 13T FLOOR 2NO FLOOR TOTAL PROPOSED PROPOSED CONSTRUCTION $0 FT SQ.FT. SQ.FT. HEIGHT FT.&IN. OPEN PORCH DECK 11 ��, ��o O t 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 s codes@•Queensburv.net I have read aid agree to the above. VISIT OUR WESSITE FOR MORE INFORMATION Signed Z-`�- Dated: www.Queensbury.net Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY 12804 B 1-LGL 11-05 Queensbury Building & Code Enforcement - Residential Final Inspection ice No. (518) 761-8256 Arrive: am/pm LaQ�/prn Depart: D Inspection request received: Inspector's Initials: j� NAME: PERMIT#: v LOCATION: DATE: TYPE OF STRUCTURE: Comments: Y N N/ 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location 74 Fresh Air Intake 3 inch Plumbina 6 inches Roof Complete eri ' '�hCom�ete Platform at all exterior _ Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more �5 Guard at deck,porches 36 inches or more J Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches ' A � Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt plate 72),0 t Gas Valve shut-off ex osed/regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight — Safe lain /Window in stairwells safety glazingL� Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Bette badku : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 N.ft:150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation I 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 G. Fumace/Hot Water Heater op2rating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 \ Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches 1 Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed prop2dy 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 i Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if re uired Okay to issue C/C or C 10 Tem ra /Permanent L:\Building&Codes Forms\Building&Codes\inspection Forms\Residential Final Inspection Forrn_revise0_100405.doc;Revised January 7,2008;Revised 6I26/08 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Qepart:A_[jram/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: j^ NAME: PERMIT#: 2` A6 _2C --7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N 4LA COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams c j 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 '/s 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 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. 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 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart:jA am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: z1 ( rb NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA Footings 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 Footing Dowels or Keyway in place Foundation Dampproofmg 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 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Deck Deign Rel)ort filc:H/tine/piiili.litml s Store#0641 Project Quote 251 QUAKER RD. Date of Quote: Tuesday Jun 3, 2008' QUEENSBURY, NY 12804 (518) 798-9050 KEVIN KELLY Salesperson: Project Number: Below are the Specifications and Materials that you have selected for your deck: Overview Number of Levels: 1 Footer Depth: 48" Total Square Feet: 252 Live Load: 75 psf Dead Load: 10 psf ;Component Size Wood Type Joists - - 2 x 10- - - ;Top Choice Treated Beams 2 x 10 Top Choice Treated Posts -- - 4 x 4 - Top Choice Treated Pressure Treated Decking 5/4 x 6 Severe Weather Decking Railing (null) ,Bench None - Lattice None Footer Depth 48" Live Load 75 psf Dead Load 10 psf Today's estimated cost for materials in this design with options: $2,844.26 Pricing is valid until Thursday Jun 5, 2008 There are missing Components in your Deck Design Project Quote. The price quoted does not reflect these components. 1 of 4 06/03/2008 02:07 PM Ekck'Destgn Rq)ori —� file:///tine/pinh.litml Missing Items: Component QTY RFB4_THREADEDROD not found 12 2X 10_STRINGERXDECK not found 2 Material List Lumber Materials Item# #Model Qty.Description Usage 2X10X10 ACQ TOP CHOICE 29 Rim Joist TREATED 201523' 2X10X16 ACQ TOP CHOICE 201525 4 ,TREATED Rim Joist - - 201521 4 2X1oX8 ACQ TOP CHOICE Internal TREATED Joist - 4644 2 4-STEP STRINGER#1 WATER Stair REPELENT Stringer - : -- -- -- - 201523 5 TREATED 2X4OX10 A�Q TOP CHOICE ---- - Cladding 201676 1 5/4X6X8 SW TOP CHOICE ACQ :,Deck Planking 201688 48 '5/4X6X10 SW TOP CHOICE ACQ Deck --- __.Planking 201704 3 5/4X6X16 SW TOP CHOICE ACQ Deck Planking 121 4 14X4X6#2 .40 ACQ TREATED ;Post 2GIB91 --- '4 -�74X6XT2-SW-TGP-CHO-r E-AC-( -- a rr TreacT 37128 7 'SW 6'Flat Top Rail/Bottom Rail Top Rail :White 2PK 44551 25 SW Square Balusters-5 pack White Rail Section 43873 2 SW 6' Deluxe Stair Top Rail%Bottom Hand Rail Stair Rail White 2PK Other Materials item# ";Model# Qty.:Description - - - Usage - - 1 69264 D Joist Framing NAIL COMMON GALV 5 LB 16 2411 12 4X4 2-SIDE POST ANCHOR Footing to Post TZ (14354) 10385 26 ;CONCRETE MIX 80# Footing to Post QUIKRETE 10149 12 CONCRETE FORM TUBE Footing to Post 8 X48 -1 12 RFB4_THREADEDROD not found Footing to Post 69262 -- 1 Footing to Post NAIL COMMON GALV 5 LB 10 63449 J }-GALV ROUND WASHER 1%2" Post to Beam NNI67357 _.- GALV CARRIAGE BOLT 1/2 X 48 /8 ,Post to Beam 67342 48 'GALV 1/2 HEX NUT Post to Beam 21993 L-``2 j LHURR-ANCHOR,-6:5X1 5TZ Joist Framing - DBL PLATE TIE __ 15 NAIL COMMON GALV 1 LB 8D Joist Framing 69138 :. -- 68408 2 JOIST HGR.NAIL 1 LB Joist Framing 1-1/2"NA111 CD 2 of 4 06/03/2008 02:07 PM Deck Deggn Rcymrt Tile://hmp/pulh.lriml 44626 14 TZ 2X8-10 18GA JOIST HGR Joist Framing 18495E 1` 10DX1 1/2"NAIL (5 LB.)MC Joist Framing TZ 1-5T16n i X2-378t--- - 37164 4 X6 ,Joist Framing - — -- - - 1 '2X10_STRINGERXDECK not CladRimOrStair found Olympic Maximum 212045 2 Waterproofing Clear Sealant ,Deck Planking ;VOC 67865 52 G ALV LAG SCREW-1 12 X 6 PosIBmOrLedger POST SW White POST BASE COVE 7067 SLV 12 'MOULDING Railing Post MLDG 4 BKT SW POST BRACKET JOIST 7007 POST 12 ',MOUNT ;Railing Post JM 4 SW- CAP te_POST NEW--- NE -------__-- - i6921 �4 AP-N 2 :ENGLAND Railing Post _.. - - (SECTION FLAT RAIL _._ _----- -_- 7228 8 RallingOrTrim SW White BRACKET KIT LINE -- - . - S1N White BRACKET KIT 7244 4 STAIR SECTION RailingOrTrim Disclamer:This quote is an estimate and is valid until Thursday Jun 5, 2008. 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 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. 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, 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. Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing,sanding and machining treated wood,wear a dust mask. Whenever possible,these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood. (Lowey€TMs in-store saws are equipped with a vacuum to minimize airborne sawdust). Protection: When power-sawing and machining,wear goggles to protect eyes from flying particles. 3 of 4 06/03/2008 02:07 PM vg2.lit�� kile'.(lltml�lr lop kel �� P ac � Spec��ic 3p views - { -z• 8 eavv`Laycut �3 �""� OGIO't1200R(l2= loft Deck Destkn Report file:///hnp/pmh2.htm c Beam Label Beam Length Post Count Post Spacing A 6' 1 1/2" 2 5'2" B 10' 2 9' 112" C 4' 8" 2 3'S" D 10' 3 4' 6 1/4" E 10' 3 4' 6 1/4" Cut List: Level 1 E M M n P H M r? P M �:? P of P M ? N K M L E B I 'Label Name QTY Length Bevels Label Name QTY Length Bevels A Fascia 1 6' F45 45 J Header 1 919 B Fascia 1 22' F45 S45 K Header 1 5' 8" C Fascia 1 10' F45 S45 L Joist 1 15' 3" D Fascia 1 5' 8" F45 S45 M Joist 7 8' 1/2" E Outer Joist 2 8' 2" N Joist 1 7' 2" F Outer Joist 1 9' 5" O Joist 6 9' 5" G Outer Joist 1 8' 5" P Joist 5 8'3 112" H Header 1 5' 10 1/2° O Precut Top Choice Treated 2 Stringer I Outer Joist 1 13' 10" Permit Information - Load and Support - — - - Your deck will support a 75 PSF live E - load. Posts have 48" below ground support. Deck and Post Height 2 of 4 06/03/2008 02:06 PM Dock Depgn Report file:///tinp/pnili2.htm - - - - - -- You selected a height of 30" from the top of the decking to the ground level. The top of the deck support posts will therefore be 1' 7 1/4""above ground level. E D E Joists - Set joists on top of beams, 16"center IN to center. Disclamer: This quote is an estimate and is valid until Thursday Jun 5,2008. 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 'i 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 architect, engineer and building inspector. 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, 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. 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. Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing,sanding and machining treated wood, wear a dust mask.Whenever possible,these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood.(Lowea€TMs in-store saws are equipped with a vacuum to minimize airborne sawdust). Protection: When power-sawing and machining,wear goggles to protect eyes from flying particles. Clean Thoroughly: Wear gloves when working with the wood. After working with the wood,and before eating, drinking, toileting,and use of tobacco products,wash exposed areas thoroughly. Wash Separately: Because preservatives or sawdust may accumulate on clothes,they should be laundered before reuse.Wash work clothes separately from other household clothing. For Additional Information: www.epa.gov-www.healthybuilding.net-www.ccasafetyinfo.com a€"www.treatedwood.com Call:(800)282-0600 or (800)356-AWPI Stress Analysis Component PSF Level 1 Joist Deflection 363 Joist Bending 85 Joist Shear 163 Joist Compression 253 Beam Deflection 90 Beam Bending 90 3 of 4 06/03/2008 02:06 PM DBck Design Report tile:///tmp/pmh2.htm1 Beam Shear 95 Bolt Shear 129 Post Stability 235 4 of 4 06/03/2008 02:06 PM j Fo rest good 11ornes lob 6 7 f rr,s drive. k -�es - - y h , I , +� CIO_ 9 i 1 _ r , C'-Yris C� I V-e