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2013-533 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 �� Q rY� Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130533 Date Issued: Tuesday, July 15, 2014 This is to certify that work requested to be done as shown by Permit Number P20130533 has been completed. Tax Map Number: 523400-227-013-0002-039-000-0000 Location: 90 ROCKHURST Rd Owner: LARRY CLEVELAND Applicant: This structure may be occupied as a: Boathouse 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, (- J1 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. 00k4 TOWN OF QUEENSBURY f742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130533 Application Number: A20130533 Tax Map No: 523400-227-013-0002-039-000-0000 Permission is hereby granted to: For property located at: 90 ROCKHURST 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: LARRY CLEVELAND Boathouse $18,000.00 JOHN SHINE Total Value 32 NORTHWAY Ln $18,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency ELITE DOCK COMPANY FRANK DENARDO 656-3625 769-1484 PO BOX 291 CLEVERDALE NY 12820-0000 Plans&Specifications 2013-533 Boathouse with sundeck 684 sq ft $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,December 05,2014 (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 Qu nsbu ; ! T i s yjF y, December 05,2013 4 SIGNED BY �' for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes Office Use Only Received: ;�Q'4 1 u 2013 ACCESSORY STRUCTURE APPLICATION Tax Map ID: aLi.13- 07`3`;? A permit must be obtained before beginning construction Permit No.: /3 -,5 33 For any structure other than residential principal structure(house)to include, but Permit Fee: t-7 5 7(' 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 Date 8//03 Applicant Tax Map ID 7 13 - 3-- 3 7 Address Zoning V-4 Phone Owner %74/v , 4ipi Contractor/Agent F 4/X .12E�`�a�=�i/E Address ?2 16i 1, �v7 LilwE Address ,20 ' 2y l G hS i )29,1-1 e cr,d -E /y. /.z Phone Phone 7,(Y`/`4-*-(f — 36-2 Contact Person for Building&Code Compliance: F/ '- /��"4 C Day Phone: 716 Building Street Address: Q' ? IL FiG'C4 '( /2-6 Subdivision Name: Lot#: Historic Site: Yes ----No Estimated cost of construction: $ lam" 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 /y Deck 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: /< 12FI Signature: Date: l/ '7 -3 Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 raj Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm De art: , L , am/pm Date Inspection request received: Inspector's Initials: NAME: ` Q-47-P / PERMIT#: 13-.5 3 3 LOCATION: ery p 1-‹ u r'S't Rd DATE: ') - ?--I y TYPE OF STRUCTURE: blk nc ,� ,ILS 2 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 through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors fC<A 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 I 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 1 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( )installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Yz"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%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 As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Fonns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 — 3pw--- Framing 1 Firestopping Inspection Report Inspection request received: -3/20 V/ Name: C ''N-e, (c- //- ii f (' <)C Inspected on: `� /''''' Location: 70 )R o L' ' 1JV 1 12L'1 Arrive: ,., a.m./p.m. Permit No.: 1 3 -5-33Inspector's Initials: I\aro . Allib. TYPE OF STRUCTURE: 0 0., `01 r? u S-2-- N NIA `- / Y ,\.`raming , � COMMENTS: Attic Access 22"x 30"minimum V r---) Jack Studs I Headers Truss Specification Provided C.----------- Bracing/Bridging rL''ca-- -'- -)` ---\ 11P.-AZ__- Joist hangers Jack Posts I Main Beams /r_ ,'. 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 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 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%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I 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 Report REAR LEFT AND RIGHT ELEVATION .,L== RuCff;Z !Q itis✓ 7/I as n.,ay 9' h"h —01„s SECTION A–A I LT 7'9' DECK VIEW _ a' 1 FRONT l — 5RY TOWN OFA OUEENSBURY BUII-DINr DFPARRAENT Based on our limitel Pvvminatlon, comp) Ice ,il our comments sh 11 not he constru( as indicating the piansland s eclications s In full compliance with the Building Cod( of Now York State. ii ill NOTES FROM DESIGNER STRUCTURE SHOULD BE REVIEWED BY A LICENSED ENGINEER. DESIGNER IS NOT RESPONSIBLE FOR STRUCTURAL CALCULATIONS. ALL MEASURE TO BE FIELD VEFIDED ELEVATIONS MAY CHANGE BASED ON VERIFICATION.. IT THERE IS A CONFLICT WITH ANY PART, OF THIS PLAN OR CHANGE TO THE PLAN. BUILDER OR HOME OWNER IS TO CONTACT DESIGNER BEFORE CONSTRUCTION BEGINS. BUILDER IS RESPONSIBLE FOR ALL BUILDING CODE COMPLIANCE AND PROPER INSTALATIDN OF ALL MAT. — 19' pnT ��L r 1(113 �leYyrem IY SHINE RESIDENCE y a 95 ROCKHURST RD., RUEENSBURY ° �A nnnT unncr 1 t Of I � 19v1i%`'h'I�II'I � Ilrllrld4y I I,d��tlAl �I ,y5�1 �I I y 'SSW WAddlll�, IMM df, r t { i 5 I; i q PG I� I I r I IIt'll ' e .,,,= •I d�" �� all 6YJ tr. 'II �,• I,d��tlAl ,y5�1 I r Chapter 3 - Building Planning Page 2 of 3 • SECTION R323 ELEVATORS AND PLATFORM LIFTS • SECTION R324 FLOOD-RESISTANT CONSTRUCTION R312.1 Guards. R312.2 Guard opening limitations. R312.1 Guards. R312.2 Guard opening limitations. Top Previous Section Next Section To view the next subsection please select the Next Section option. SECTION R312 GUARDS ;;'R312.1 Guards. Parches, balconies, ramps or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be equipped with guards where the walking surface is located more than 30 inches (762 mm) above the floor or grade below. R312.2 Guard opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches (102mm) or more in diameter. Exceptions: 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass through. 2. Openings for required guards on the sides of stair treads shall not allow a sphere 43/8 inches (107 mm) to pass through. ht-tp:iryublis4,odes.tybei1 egs.YorniJ+/1 IJ+nV0.VY I niJ+ „'_J+ ,Tnn„I n_J_sec0 t'Ilan .2/5/201 z Chapter 3 -Building Planning Page 8 of.8 R311.6.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in twelve units horizontal (8.3-percent slope). Exception: Where it is technically infeasible to comply because of site constraints, ramps may have a maximum slope of one unit vertical in eight horizontal (12.5-percent slope). R311.6.2 Landings required. A minimum 3-foot-by-3-foot (914 mm by 914 mm) landing shall be provided: 1. At the top and bottom of ramps. 2. Where doors open onto ramps. 3. Where ramps change direction. R311.6.3 Handrails required. Handrails shall be provided on at least one side of all ramps exceeding a slope of one unit vertical in 12 units horizontal (8.33-percent slope). R311.6.3.1 Height. Handrail height, measured above the finished surface of the ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). R311.6.3.2 Handrail grip size. Handrails on ramps shall comply with Section 8311.5.6.3. R311.6.3.3 Continuity. Handrails where required on ramps shall be continuous for the full length of the ramp. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 mm) between the wall and the handrails. Top Previous Section Next Section To view the next subsection please select the Next Section option. COPYRIGHT 2007 by INTERNATIONAL CODE COUNCIL �ttp: /publico odes,...bene,.,.,..„is+i„..ist1"0n..1 nisi + hnnn..1 A ni 1 1.+... »ic i�ni/ 11L��J.//�lµV11VVVVbIIi J.�/�'Vv11V�J.VVl1L JU 11�'/JV VTVVYIV/JL llr_Jl VTVVY IV_J�JVVV11.11LL11 1 L/JI LV 1J • 1 �3-5�3.3 Shoreline deck and supporting timbers li 1.:: shall be completely removed, ;... ■ to the underlying seawall. `` . a . No new riprap or seawall1114. 1 3 construction is herein authorized. ! 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