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2011-250 .4.1" TOWN OFQ UEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 wo � Q r3, (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20110250 Date Issued: Wednesday, July 06, 2011 This is to certify that work requested to be done as shown by Permit Number P20110250 has been completed. Tax Map Number: 523400-289-012-0001-034-000-0000 Location: 4 FARMINGTON PI Owner: KEVIN & JEANINE REPPENHAGEN Applicant: KEVIN & JEANINE REPPENHAGEN This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 7) ° property owner of the responsibility for compliance with Site Plan, • 'r „- 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 CERTIFICATE OF COMPLIANCE Permit Number: P20'110250 Datelssued: Wednesday, July 06, 2011 This is.to certify that work requested to.be done as shown by Permit Number P20110250 has-been completed. Tax Map Number: .523400-289-012-0001-034-000-0000 Location: 4 FARMINGTON PI Owner: KEVIN & JEANINE REPPENHAGEN Applicant: KEVIN & JEANINE REPPENHAGEN This structure may be 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, `� ry 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: P20110250 Application Number: A20110250 Tax Map No: 523400-289-012-0001-034-000-0000 Permission is hereby granted to: KEVIN&JEANINE REPPENHAGEN For property located at: 4 FARMINGTON Pl 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. Tine of Construction Value Owner Address: KEVIN&JEANINE REPPENHAGE 4 FARMINGTON PI Deck $3,200.00 QUEENSBURY,NY 12804-0000 Total Value $3,200:00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-250 500 sq ft deck $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 02,2012 (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 Toa ueensb lurday,June 02,2011 SIGNED BY d� 14A for the Town of Queensbury. Code Director of Building& Enforcement jj OFFICE USE ONLY 11 D G� ( � ; TAX MAP NO, I PERMIT N0. Mai 3 20zt , FEE PAID �� BLDG.&CODES APPROVA AY TOWN IF Q. N8I5URY ..-,..__- _ . .. Kp1N � ... . ACCESSORY STRUCTURE DU LDING 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: j`L-'[i(.V /CL�(��iJ � G G-N INSTALLER/BUILDER: 7ilN ADDRESS: F Rm w PLA ct ADDRESS: PHONE NOS. Jrl 6 3G-3U SS PHONE NOS. LOCATION-OF PROPERTY: SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: HAS.THERE BEEN A SITE PLAN REVIEW:VARIANCE OR SUBDIVISION APPROVAL? ❑YES ❑ NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $,E7aUO GG ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? U IF YES,PLEASE LIST: CONTACT PERSON,FOR BUILDING&CODES COMPLIANCE: !CL-PPZ--r/MA PHONE: -16-3-47- 7603 St No PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 500 SGt Ft- ►✓`A .7 00 So F-17 36 1� 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE BOATHOUSE WITH SUNDECK I 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 I.ioderstood 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 761-9256 OR EMAIL Queensbury Building & Code Enforcement - Residenti al Inspection Office . (518) 761-8256 Arrive: r a rt: q a Date Inspection req est received: Inspector's Ini ' s NAME: � P MIT#: 1 LOCATION: ATE: 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 Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform 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/Kitchen watertight Safety lain /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 s .ft.-1 50 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed 1 Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/hour fire door/door closer Duct work Sealed properly Gas Lo s in Sealed or Glass Enclosure Final Electrical 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/O Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08; Revised 12/22/10 Framing / Firesfo ing Inspection Report Office No. (518)761-8256 Date In ue Queensbury Building&Code Enforcement Arrive: am/ armor r 742 Bay(toad, Queensbury, NY 12804 inspector's Initia s: NAME: ERMIT#: LOCATION: s INSPECT ON: TYPE OF STRUCTURE: ci I ell Y HLA COMMENTS: Framing AtbAccew&x 30" minimum Jack Studs/Headers Bracing l 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 1 %: w 16 gauge 8 16D naus 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 518 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. A 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fomis-OLOSuliding&CodesUnspedion FomsTrarning FiredoWng Inspection Report.doc Revised January 7,2006 Foundation Inspection Report Officf My"Buildin;& 18 7618256 Date Inspection st r Queens Code Enforcement Arrive: art: 742 Bay Rd,Qucensbury,NY 12804 Inspector's NAME: PERMIT#: . LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: �..�r . r rrrrr.rr�rwr COMMOU N1 WA Footings [Monoffit-hic Slab v� 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 Dampproofing 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:\Bullding&Codes FormsXQuiiding&CodesUnspewon FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM TOWN OF QUEENSBURY BUILDING DEPARTMENT ' FILE COPY CROSS-SECTION R �fJ ��\Based on our limited examination,compliance CUSTOMER -- R6�with our comments shall not be construed as DATE 05/28/II REF Decklll47 indicating the plans and specifications are in full. compliance with the Building Codes of New York State. y., 77 A f .. .✓�i y Y t s - x 1 .. � fr ."4 Y t 4 1>'' x f{ ,� a r r i a e c iH t . ", � _ :u�� erg'`°' _•s` ,. � TORE NAME 4_6 G'p �„s,'— ;, a STREET RD, OD . �� TOWN ��`" �y s� a Y, ST CT�V BUILDING & (0 E 555 1212 r Revievved By: Dates 6 .� t � STRESS ANALYSIS CUSTOMER: RUPPEN HAGEN DATE: 05/28/11 DESIGN: DECK11147 REF: 11147111 . ZP1 SALESMAN # LEN S. ----------------=-------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD -------------------------------------------------------- JOISTS 2X8 DEFLECTION 226 PSF 1611, BENDING 203 PSF SHEAR 156 PSF COMPRESSION 383 PSF 156 PSF BEAMS 3-2X8LM DEFLECTION 52 PSF BENDING 55 PSF SHEAR 73 PSF COMPRESSION 397 PSF 52 PSF POSTS 4X4 STABILITY 363 PSF BEARING 391 PSF 363 PSF ----------------------------------- TOTAL LOAD 52 PSF DEAD LOAD 10 PSF LIVE LOAD 42 PSF ------------------------------------------------------- STRINGERS 2X12 DEFLECTION 319 PSF BENDING 263 PSF SHEAR 187 PSF COMPRESSION 721 PSF 7----------------------------- TOTAL LOAD 187 PSF DEAD LOAD 10 PSF LIVE LOAD 177 PSF 25' 24' 11 3i 4' BIiv SONO BE 4X4 PO d- co u-� u o %o RJ O co X V' � c Ql 3-2x8Lm Beam (U CU 9' L j� 2 21' 2' K F M � 1 LABEL LENGTH BEVELS LABEL LENGTH BEVELS A Joist 18' .F45 RO J fascia 18' 1)22 2)45 B Joist(16) 18'7 1/2• J rim 17'11' 1)45 2)0 C Jolat." 18.6 112' F45 RO K cap 3'11 3/4' D fascia 24'11 3/4' 1)45"2)45 K section 4'2 1/4' .. D rim 24'10 1/4' .L sap 4'1 1/2' E fascia 8'8 1/2• 1)45 2)46 L section 4'4'- E rim 8'5 3/4' M cap 2'4 1/2• F fascia 3/4• 1)45 2)45 M section :2'T: . .. .. F rim" 1 1/2' .. ..N,cap '6'1/4' .. . G fascia 2'10' 1)22 2)22 N section 6'2 3/4' O rim 2'8' - 1)45 2)46 O cep 5'7 3/4' H fascia 21' 1)22'2)22 O section...5'10 114' H rim 21'2 1/4• 1)45 2)45 P cap :2'4 1/2' I fascia 2'10': 1)22 2)22 P section 2'7•- .. I rim.. .2'81 1)45 2)46.. O sap 5'7 1/2• O"section 5'10' A �1 6' 6 3/4 B T 10„ � • a 1110, D 1' 10 1/2' BEAM BE POST POST LABEL LENGTH COUNT SPACING A 24' 10 1/4" 3 11':9 1/2" B .24' 10.I/2" 4 7' 10 1/4" C 24' 10.1/2" 3 D 22' 9 1/2'' 3 10' 9 Post spacing s.measured center-to- . . p . 9.i center. Depth of concrete footers --- 48" D) 12'11" D) 13'4" C) 117" - C) 12' D) 12'11" D 13'4" L C) 11 r7" C) 12' D) 12r1.1" - D 13'4" C) 11'7" C) 12' D) 12'11" D) 13'4' C 11'7": C 12' D 12'11" D 13'4" C 11'7" C 12' D 12'11' D 13'4" C 11'7" C) 12' D) 12'11"' D 13'4" C 11'7" C 12' D) 12'11" D 13'4" C) 11 r7" C) 12' D) 12'11" C 11'7" C 12' D 12'11' D 13'4" C 117" C 12' D) 12'11' D 13'4" C 11'7" C 12' 1D) 12'11" D) 13'4" C) 11'7" C 12' D) 12'11' D 13'4" C 11'7" C 12' D 12'11" D 13'4" C 11'7" C 12' D 12'1 1" D 13'4" C 117" C 12' D) 12'11' D) 13'4" C) 11'7" C 12' D) 12'11' D) 13'4" C) 11.7" C 12' D) 12'11' D 13'4" C 11'7" C 12' D) 12'11' D 13'4" ' C 11'11" D).12'9" D) 12'9" C)'10'11" C -10-11' C 11'10" A 7'10" D 14' O 1 "I have seen or observed, or believe I saw evidence of, all ob ecis such Is h„�:ases, wells, trees, fences, etc., shown on this dr;;ur;�,n2 I also represent personally mea;�r hove ed the distances set h onithe diagram." GNATURE DATE ti�3 3G !J0,�d� 0 -� 9 q.> a In /�. 0 4I GN S 3"ao Q d 1 0 _