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2013-300 ..01111b TOWN OF QUEENSBURY • 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 ��� Q ry, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130300 Date Issued: Tuesday, June 24, 2014 This is to certify that work requested to be done as shown by Permit Number P20130300 has been completed. Location: 4 RUSH HOLLOW Ct Tax Map Number: 523400-295-020-0001-027-000-0000 Owner: SAMUEL K BENNETT Applicant: SAMUEL K BENNETT This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy 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 Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 0.4 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130300 Application Number: a20130300 Tax Map No: 523400-295-020-0001-027-000-0000 Permission is hereby granted to: SAMUEL K BENNETT For property located at: 4 RUSH HOLLOW Ct 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: SAMUEL K BENNETT Deck $5,300.00 4 RUSH HOLLOW Ct Total Value QUEENSBURY,NY 12804-0000 $5,300.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-300 DECK 200 sq ft -2 tiered 10' x 20' $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 30,2014 (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 Tow`of Quecnsbu c Tye 1.d. J 30, 2013 SIGNED BY `^� '� V for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use Only ACCESSORY STRUCTURE APPLICATION Received: A permit must be obtained before beginning construction Tax Map ID: p�q'5 , -1- Permit No.: i65d ego For any structure other than residential principal structure(house)to include, but Permit Fee: /3 J DD not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences j�� Date 7/sSc-,""S Applicant ,"rNc / 1• i'o47-e'l U Tax Map ID Z 9S Z O I " 27 Address y �w s h M?// ' G T Zoning ?LA p Phone 57r- 3---RO - 6-7679 Owner ContractorlAgent Address Address Phone Phone Contact Person for Building&Code Compliance: ,y' Day Phone: Building Street Address: / 4,S Mv//0,.'w- C '"- Subdivision Name: i✓►41% S.) /C, Lot#: Historic Site: _Yes X No Estimated cost of construction: $ -�� - c.-24.-) Are there any other accessory structures on property? If yes,please list: Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck 200 Sp Zoo S•F 7C " +/— Detached Garage(#of cars_) Dock Pole Barn Porch-Open **Porch-3 season, Covered, Enclosed Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages, and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above Print Name: ,' e/ 49,0- / �'= . Signature: ,� Date: 7//0 //' Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final inspection 2 -I Office No. (518) 761-8256 ZC� )1 l Arrive: am/pm De art:3 ' ) ceam/pm Date Inspection request received: / / C Inspector's Initials: rl NAME: 1 1 Y\ E \ \ PERMIT#: LOCATION: L J IJ) 1;--A6 1c> ��r,J C i, DATE: (p/2 O//Y 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 V through roof minimum 18 inches Roof Complete/ erior-Finish Co to Platform at all exter► rs Handrail 4 or more risers 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 I 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 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification 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 1/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding i As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required7/1 Okay to issue Cl C or C I 0[Temporary/Permanent L:1Building&Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request ived: Queensbury Building & Code Enforcement Arrive:—IldP a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: IS ifg1 PERMIT#: / 3u0 LOCATION: '-( (.QS V1 ( lot a?eo)c.zt INSPECT ON: 13 TYPE OF STRUCTURE: Dec N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Q s ©�� , . -V1M)-re- Jack Studs/Headers _ Kyo a,.k.L.A.A)c� Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes/ Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans 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 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 3f Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: c(/).-1( 3 Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: C-vl/\ e T I PERMIT#: ^ J 3 LOCATION: L-1 /Z t. S H 1- i!o� � c j INSPECT ON: TYPE OF STRUCTURE: l= C Comments N N/A Footings Piers r- 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. 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I I I s i I' l, 1 li I ' ' I I I � i I � I II I I � 1 I ' I I 7' ii 1/2' A I ! ; l I I I 1 2' 1/2" I BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 9' 10 1/2" 2 8' 5" Post spacing is measured center-to-center. Depth of concrete footers --- 48" i Beam Layout for Level 1 Store Name BENNETT 123 Street Rd. 07/10/13 Ref:Deck13191 City, ST Scale: 1/2"= 1' , (800) 555 1212 I 7 — — — -- — —r Ii r j ! I 11 i I . i• I III I I i f iI . ii ili I j i i I i I i I I iii—.ii , 11 i 1 I I I ' '!i I Ii II 1 , it LI 7' 11 1/2" 1 II I j'• 1r 2' ,/2" (.2.14.sVR►�11`Z ~—D 11 t,2 WA t1.--1 - "-;: BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 9' 10 1/2" 2 8' 5" Post spacing is measured center-to-center. Depth of concrete footers --- 48" i Beam Layout for Level 2 Store Name BENNETT 123 Street Rd. 07/10/13 Ref:Deck13191 I City,ST Scale: 1/2"= 1' I ! (800)555 1212 STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: BENNETT DATE: 07/10/13 DESIGN: DECK13191 REF: 13191150 . ZP1 SALESMAN # TOM 0 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 225 PSF 16" BENDING 203 PSF SHEAR 156 PSF COMPRESSION 255 PSF 156 PSF BEAMS 2-2X10 DEFLECTION 140 PSF BENDING 80 PSF SHEAR 70 PSF COMPRESSION 330 PSF 70 PSF BOLTS 1/2" SHEAR 5539 PSF 5539 PSF POSTS 6X6 STABILITY 1856 PSF 1856 PSF TOTAL LOAD 70 PSF DEAD LOAD 10 PSF LIVE LOAD 60 PSF STRINGERS 2X12 DEFLECTION 556 PSF BENDING 372 PSF SHEAR 224 PSF COMPRESSION 819 PSF TOTAL LOAD 224 PSF DEAD LOAD 10 PSF LIVE LOAD 214 PSF STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: BENNETT DATE: 07/10/13 DESIGN: DECK13191 REF: 13191150 . ZP1 SALESMAN # TOM 0 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 225 PSF 16" BENDING 203 PSF SHEAR 156 PSF COMPRESSION 255 PSF 156 PSF BEAMS 2-2X10 DEFLECTION 140 PSF BENDING 80 PSF SHEAR 70 PSF COMPRESSION 330 PSF 70 PSF BOLTS 1/2" SHEAR 5539 PSF 5539 PSF POSTS 6X6 STABILITY 1852 PSF 1852 PSF TOTAL LOAD 70 PSF DEAD LOAD 10 PSF LIVE LOAD 60 PSF 6 ? \330v 09/09/2008 TUE 13148 PAX 5187454437 Community•OeVelopment 0002/002 a rte ' , NDIAN RIDGE PUD PHASE ONE D JANUARY 26, 2000 'ISED. APRIL 3, 2000 ,, DUSEN & SIEVES ARR LANA • VD SURVEYORS, LLC N55 4a 2TE 6 .k-r v?s 3i.9.1 I -1 .. t ? t / i 1 Se ca 21 .9 It t r c, Peek Rg t . -. r g t ik ,IJ. 0 T � i . it�Z !��� ..„.,..„,::•• 23,52 sq.ft. r 0 , ' n.54 acres t r r ril 1 . 8 9- 91y BZ X000 : . S55 482]'W Ry,y0 6 'L -P ---..... ERMIT,PLOJ.PLAN .. .. . .. ..__.... .... ._ . _... . ... I HAVE PERSONALLY MEASURED THE DISTANCE FROM THE PROPERTY LINES TO THE PPRRO�SED STRUCTURE(S) OR SIGN(S) cam-? / / f . - o SIGNATURE DATE