Loading...
2014-294 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140294 Date Issued: Wednesday, August 06, 2014 This is to certify that work requested to be done as shown by Permit Number P20140294 has been completed. Tax Map Number: 523400-253-000-0001-005-000-0000 Location: 1999 RIDGE Rd Owner: SCOTT CLICKNER Applicant: SCOTT CLICKNER This structure may be occupied as a: Shed / Storage Sheds By Order of Town Board rTOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the \ c_Dej 4 ,f ' 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 F4ra742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140294 Application Number: A20140294 Tax Map No: 523400-253-000-0001-005-000-0000 Permission is hereby granted to: SCOTT CLICKNER For property located at: 1999 RIDGE 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: SCOTT CLICKNER 1999 RIDGE Rd Shed/Storage Sheds QUEENSBURY,NY 12804 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-294 SHED 140 sq ft $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 15,2015 (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 Townu nsbu , Tu s a j Jul 15, 2014 f. SIGNED BY 4r a q ,41 for the Town of Queensbury. Director of Building&Code Enforcement Town of Queensbury Building & Codes,..,...........„_„,,1 Ofice Use Onl • y . Received: ACCESSORY STRUCTURE APPLIC � N e � A permit must be obtained before beginning �'� �T�' ID: ,�`3 -'-S cit p {oliistnktitin For any structure other than residential principal stmdure"(house induce brio Permit`Fes L not Iimied to: garage, shed, dock deck, carport, pole bam,rjreenhause, etc. *Ilan No,: t/ Refer to Informational Brochure No.3 Accessory Structures�Sh � Fe�� Y i//� Date Appli "can Ops R Tax Map ID Address FS 5'4 L Zoning Phone S." z— Owner )Gr)77 C t'c yv ContractodAgent ofante-1 1-;-,-1- _ Address /? 7 S �,'cL7e_ ,d. Address -Jr: 5-2 q €, k - X c. Phone s-( -7 Y5-�d g/ Phone _5-t y 793 - P.5-575- Contact Person for Building&Code Compliance: Day Phone: Building Street Address: Subdivision Name: Lot#: Historic Site: _Yes dho Estimated cost ofconshuction: $f ZtG 6-2° Are there any other accessory structures on property? If yes,please list he 2 7O//67 /`'t-dip/ Sited_ Gyw'2 / / y fes_ Type of Construction: Check all that apply Please indicate measurements as required below 1M Floor sq.ft 2M Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck Detached Garage(#of cars ) Dock Pole Barn Porch-Open - *Tomb-3 season,Covered,Enclosed Shed /"/o sq lc 1 �0 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 518-764-8256 Please include two 12)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[AO 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;My 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 • Am fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens,bathrooms,garages,and unfinished basements; • AR 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 ltwe 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: SC C.l.`c&kr Signature: Date: 7 r / Town of Queensbury Building 8 Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Final InspefrC�Io. � 1-3 . v1) Office No. (518) 761-8256 Arrive: am/pm Depa �� am/pm Date Inspection request received: Inspector's Initials: NAME: C/11CC PERMIT#: /414 9'/ LOCATION: I c--1 LOCATION: g e Rd DATE: -/- >y TYPE OF STRUCTURE: S h PA Comments: Yes No NIA_ 4" Building Number Address visible from road Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake in 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platfomi at all exterior doors 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/doors/main entrance 36 inches Bathroom 1 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.R.-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 fine 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 Sheetrodk Underside minimum W Gypsum Basement stairs dosed 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 Bondingteib) 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 O[Temporary/Permanent] L:1Building&Codes Forms'Building&Codeslinspection Forrns\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 PLYWOOD DOUBLE GUSSET�P.)— A5FMA-_T SHINGLES(VARIES; �FLY PLYWOOD ROOF SHEATHING I 5H Na 4-PLY PLYWOOD ROOF 5W s-le D.C. 2,4 DOLLAR TIME-SO'O.C. NSE 12"O.C.SPACING FOR W WIDE UNIT&IN NOTE: ;DOLLAR TIES INSTALLED JJJ 2,4 REGIONS ULIERO GROUND SNOW LOAD 15 ISE PER) ON UNITS OR LONGER Y, RAFTERS PTUR GABLE VENT z,4 RAFTER 2,4 RAFTERS O.G.VERHEAD MOTH SINS) CIg.IV O.C.SPACING DOOR 14'—E UNITS IN—1-6 WHERE ASPHALT 12 D RoLm SNOW LOAD 6)S&FSFI 1 SEE RAFTER to PLATE USP-MODEL MPAI CONNECTOR SHINGLES _)*=TOM DETAIL OR 5WAL INSTALLED PER (VARIES) MANUF.5PECIF[CATIONS, 2X4 DOUBLE Top PLATE ALUMINUM CRAP EDGE P R HE US T"' 0_' Ao'5H--N, 5 SO 4TA� OS L_ ONLY, SPACING FDR 'T."I REEK'N.WHER. T A. "CW'_�E - To -AL TOP_-7. AT RAPTERAPLATE CONNECTION ALUM,FASCIA�60"11 NITS EVERY 4'-O"O.C,. F= MOOD ON UNITS �'2'904�T02PIO W THI 91D1111,1 x OVERHANG VORMANG �4 WALL STUDS a -AM 1-2.4 WALL STUD RAFTER TO PLATE SIDING IV RK51I, VINYL.1 W SHEATH N' CONNECTION DETAIL OR DOOR 1 518!1 1.1 SIDINO S'PLY FLY'K`OC FLOOR NOTE:THE U51'-MPAI CONNECTIaIpING� SOLE PLATE SCALE.W'-V-0 STYLES AND SIZES(VAR] ADDITION TO THE STANDARD ARE IN A'.D FASTENERS 11 , RAFTER TO TOP PLATE 11L� 11 11 WHIICH ARE(S)IOd NAILS TOE NAILEDu 2x4 P.T.BOOR JOI�TS.IS' 0 9-&TO 14 WTO 14W WIDTH(VARIES) { DOOR IS USED) THROUGH THE RAFTER INTO THE PLATZ. 6�­O*TO 40'4B'-O"LENGTH(VARIES) � -e WIDTH OVERHEAD & FRONT ELEVATION SIDE ELEVATION 4.4 PRESSURE TREATED$KIDS CROSS SECTION SUILOTING CODES: -DESIGNED IN ACCORDANCE WITH A6CE 1-05 AND ALL CONSTRUCTION SMALL COMPLY WITH THE 2 ID RESIDENTIAL CODE OF NEW YORK STATE REMUIREMENTS OF ANY AND ALL APPLICABLE STATE -ALL WOOD TO BE SP•OR SPF'2 WIDE COUNTY AND LOCAL BUILDING CODES,OR REGULATIONS ALL SHEATHING To Or 15*e(T.GRADE m INCLUDING OUT HOT LIMITED TO THE FOLLOWING, 'AFTERS SMALL WE NAILED TO TOP PLATES WITH .1010 RESIDENTIAL CODE OF NEW YORK STATE AND(OR 0)10d TOE NAILS f N,) -417R AS AMENDED OR ADOPTED MY LOCAL MUNICIPAL -ROOFSHEATHING SMALL HE SECURED WITH(4)—NAILS RCCF RAFTERS(TYP.) _RCCf RAFTERS(17P.) JOISTS WIDE AUTHORITY PER FOOT OF LENGTH AT ALL PANEL EDGES.(W - 6d 4 DOUBLE TOP FLATS 4 DOUBLE TOP PLATE NAILS PER FOOT AT ALL OTHER LOCATIONS. 4.4 P.T. ENGINEERING NOT. -WALL SHEATHING SMALL WE SECURED WITH G)Od NAILS -a)1x4 HEADER -(2)2x4 HEADER SKID(TYP.) THESE CRAMN65 ARE TO ME USED ONLY AS AN PER FOOT.FOR UP To Iw NPH WIND SPEW, -is PSFJ ARCHITECTURAL GUIDE FOR THE CONSTRUCTION OF -MAX DESIGN WIND SPEED,is RD`TPH 0 1 F=l 01 0 MAX ITS-So PEP) P-9 10,woe �M PROJECT,THERE HAS HOT BEEN ANY MECHANICAL, 4SSU SO LEND LOAD EXPOSURE CATEGORY S ELECTRICAL OR SITE ENGINEERING PERFORMED -MAX.DESIGN GROUND SNOW LOAD IS M PSF,ASSUMING -19 PROJECT.IT SHALL CONDITIONS. V-104* OF THE RESPONSIBILITY OF EXPOSURE S PARTIALLY SHELTERED iTIONS, OTHERS To DETAIN DESIGN DATA FROM A LICENSED UNHEATED,AND 1v0.80 ENGINEER MR THESE -MOOR LIVE LOAD 100 P6F 41 nn SYSTEMS. ENGINEERING WALL no 0 CK STUD �4 JACK S. D'W05 CCNFORM WITH ALL APPLICABLE LOCAL AND/OR �4 STUD STUD STATE SUI NG CODES AND RE61.11-ATII CONSULT TECHNICAL DEPARTMENT FOR PRODUCT 2'-1-. STRUCTURE SMALL ISO IN LED ON A PROPERLY PLACEMENT IN EXPOSURE 0 ANDIOR Wi—SCRIN �4 S SOL. W WIPE PREPARED WaGRADE.SOL SOARING CAPACITY SMALL DEBRIS REGIONS PLATE FLATS SE CAPABLE OF SUPPORTING A TOTAL SERVICE FLOOR L 'COR L GRAVITY LOAD OF SSO PLV ALONG THE FRONT/REAR INEF OPENING-IRR!4 3qmw 2-ON' 11-11, 14DI° 2-.' "Al -111, OPENING SEAL TYPICAL DOOR FRAMING DETAILS SKID PLACEMENT AT LOAD WEARNG-11 L.-- d R C'.:.^W 4.IS PLOT DATE A ,t IS,2.0 ROBERT R.DESMARAIS,JR.,PE RY TYPICAL CAPE COD STYLE SHED U STRUCTURAL ENGINEERING OWN OF QU " E ' DATE 8/15113 1 SCALE III 1410 NEWTON ROAD ,,,D,NG DEPARTMENT Mance REVISIONS P.N. oa-13 8��d on 1'e "I""o 0 vg I:ot LANCASTER,PR 17603 be construed NEW YORK LICENSE MI.84398 ur I�Iul limped SHEET No.I or i I, 11--l"� o-Is ai�0 sinificatiOns a UNAUTHORIZED FEVISIONS VOID THIS DOCUMENT re Of ILI,,comp tante"I'll Ull New York State.