Loading...
2005-163 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: P20050163 Date Issued: Tuesday, November 22, 2005 This is to certify that work requested to be done as shown by Permit Number P20050163 has been completed. Tax Map Number: 523400-278-019-0001-012-000-0000 Location: 14 MARTINDALE Rd Owner: NATHAN & YVONNE FULLER Applicant: NATHAN & YVONNE FULLER 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, v 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: P20050163 Application Number: A20050163 Tax Map No: 523400-278-019-0001-012-000-0000 Permission is hereby granted to: NATHAN& YVONNF, FT Tf,T,F,R For property located at: 14 MARTINDALE 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: NATHAN& YVONNE FULLER 14 MARTINDALE Rd Deck $5, 00 Total Value $5,000. 0 00 LAKE GEORGE, NY 12845-0000 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-163 250 SQ FT DECK $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, April 11, 2006 (If a longer period is required,an application for an extension must he made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Quee bu nda , April 11, 2005 SIGNED BY17 for the Town of Queensbury. r .Y Director of Building&Code Enforcement 03 Permit No. 1/ Building&Codes Office-Department of Community Development-Town of Queensbury Fee Pail 0 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes@gueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. A , m Owner: Yv©�,r,� rvt Applicant/Builder /V Q�.��� °� Y0ling r"ff Address: Address: 14 ^ Le Home Phone: g-/ ' -'?Y 3- 7 7s- Home Phone: s7 I' = Email Address: -AfAI Email Address: Cell Phone: /V/11 Cell Phone: A.11,4 FAX Phone: tz'A FAX Phone: e//A Person responsible for supervision of work with respect to building and codes compliance: Name: /yGtfcc..� �l(pc- Address: /,V 1Ac�LJ_n d4 /o de Lake 6,w r�T n,) l2 �1�z S Phone Location of proposed construction: Lot No. Legal Address: Tax Map Number: Zl b a`i - � `-2, Subdivision Name: ED Estimated Cost of Construction: $ -� ` `ECEI\I Does an accessory structure currently exist on the property? X Yes / _No Mao ` 1i:105 If YES, list all existing accessory structures: �ec%5, a/s a�vu� grc�� /� 1 DF AND CODEY BUILDING Proposed Construction f sf floor 2"d floor Total Proposed Height sq.ft. sq.ft. S ,ft. ft.&in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR[Floor Area Ratio} requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed porch. Deck -, st r----- Sp 0- $"F Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: 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 workis 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. Date: S w- o Applicant/Builder Signature: The application of dated is hereby approved and, permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: 1 L� t��\ Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 ■wwo""` Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/ m Depart am/pm Date Inspection request received: Inspector's Initials: NAME: ` PERMIT#: LOCATION: l DATE: - - TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Lf Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 Interior Handrails @ stairs 2 or more risers 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 glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector 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,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation 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 Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain ca ' n,if required Okay to ig1k C/C or` /O [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form revised_100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection ,Office No.(518)761-8256 Arrive: am/pm Depart: Lam/pm Date Inspection request received: \ _ Inspector's Initials: NAME: I VCR v� PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: _ _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake h 3 inch Plumb Vent through roof minimum 6" ! Roof Complete/Exterior Finish Co,m lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers r Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\BuildinQ&Codes\Inspection Forms\Res. Final Insm form 2.docLast printed 2/12/04 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p part: 4m�p-m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:'_ NAME: �� PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTU . Y N N/A COMMENTS raming Jack Studs/Headers 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 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 snow 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 '/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 L:ASueI-Iemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: a Lpart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial (C/ NAME: Q1V PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: F ing Y N N/A COMMENTS Jack Studs/HeadersiL�— L� �C.�C Bracing/Bridging � Joist hangers Ps (/ Jack Posts/Main Beams *�\�� Exterior sheeting nailed properly �V 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 %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 snow 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 518 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 L:ASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 /-,�Foundation Inspection Report P p Office No. (518) 761-8256 Date Inspection request received: Queensbury Building; &Code Enforcement Arrive: Depart: a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: (- � NAME: ( ( , V�,A PERMIT#: G ` LOCATION: �( INSPECT ON: _ 5 TYPE OF STRUCTU E: Comments A�IT Y N/A gs Piers olithic 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. I,:\SueHemingway\Building.Codes,Inspection.FURMS\Foundation Inspection Repoil.doc January 28,2003 PLAN VIEW STORE NAME CUSTOMER -- YVONNE FULLER 123 STREET RD. DATE 03/28/05 REF Deck05087 CITY, ST (800) 555 1212 10` A- w i� T, I Lid P F -c C, c cc LOAD AND SUPPORT: Your deck will support a 46 PSF live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 108" from the top of decking to level ground. The top of the deck support posts will therefore be 99.25" above ground level. Your salesperson can provide information for uneven or sloped ground. OCAC log, JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure- Be sure to follow the deck construction detail available from your store salesperson. CUSTOM VIEW CUSTOMER -- YVONNE FULLER DATE 021l4/05 REF Deck05Q45 ry,� G ;a i < C �ICD Z � -< G) . 00 C7 " . a L 4 a v RECEIVED -� MAR 2 9 2005 TOWN OF QUEENSBURY OD BUILDING AND CE STORE NAME 123 STREET RD. CITY. ST (800) 555 1212 CUSTOM VIEW CUSTOMER -- YVONNE FULLER DATE 03/28/05 REF Deck05087 v n �i I STORE NAME 123 STREET RD. CITY, ST (800) 555 1212 TRESS ANALYSIS USTOMER: YVONNE FULLER ATE: 03/28/05 DESIGN: DECK05087 REF: ALE SMAN # ------------------------------------------------------ EMBER STRESS FACTOR COMPOSITE 'YPE SIZE FACTOR LOAD LOAD ------------------------------------------------------ -OISTS 2X8 DEFLECTION 202 PSF 161N BENDING 188 PSF SHEAR 149 PSF COMPRESSION 245 PSF 149 PSF TEAMS 2-2X10 DEFLECTION 110 PSF BENDING 62 PSF SHEAR 57 PSF COMPRESSION 281 PSF 57 PSF 3OLTS 1/21N SHEAR 2444 PSF 2444 PSF ?OSTS 4X4 STABILITY 378 PSF 378 PSF ----------------------------------- TOTAL LOAD 57 PSF DEAD LOAD 10 PSF LIVE LOAD 47 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 82 PSF (UPPER) BENDING 115 PSF SHEAR 139 PSF COMPRESSION 594 PSF ----------------------------------- TOTAL LOAD 82 PSF DEAD LOAD 10 PSF LIVE LOAD 72 PSF STRINGER 2X12 DEFLECTION 162 PSF (LOWER) BENDING 190 PSF SHEAR 185 PSF COMPRESSION 764 PSF ----------------------------------- TOTAL LOAD 162 PSF DEAD LOAD 10 PSF LIVE LOAD 152 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 103 PSF BENDING 132 PSF SHEAR 145 PSF COMPRESSION 609 PSF ----------------------------------- TOTAL LOAD 103 PSF DEAD LOAD 10 PSF LIVE LOAD 93 PSF RAIL CAPS WOLMANIZED PRESSURE TREATED RAIL SPINDLES WOLMANIZED PRESSURE TREATED OTHER RAIL MEMBERS WOLMANIZED PRESSURE TREATED i 1 ; �, HOUSE LOT OF F , .' M M. MARTINDALE SfR t SEE L.80T Rb91 ' WAAF WHICM WOULD MAKI THEIR TOTAL LOT 5119 OF 1,44; ACM, i ' R I �D !0, � ANY 1, MARTINDALE CREATING I �I F. MARTINDALE JR. fLOYO MARTINDALE, .. �d , , i q 1 6 -826 A NOW VACANT LOT Of 4.47= ACh"OIR. el 3 I I, 1.67L A C llK,rtllt it MAPAEFElf EIrICE3s SION OF I ` I. SEY MAP OF LANDS IN EUN CE M. ENGWER A F OYDO H. as RV NO C. MARTINDALE9 DATED 27 FEB. 1951 BY °� I i /p• LOT 30 e�odc NMM R. BUCKLEY L.S. I cp I P PK NAIV z L' - . ' � SET IN PYL 2. MAP OF THE LANDS OF EUNICE M. ENGWER STY i / 0.50A AC ^�' SY VANDUSEN a STEVES, L. S. DATED LOB ZWELL •/ , .3 / / '�► � APRIL 19Q1. HSE. .. ' SHED � •/+ � LL1J �F 13s.Qo� p �• �� O / �� 2r-Iy y k r3 T. ENGWER ;� h BAADRN 8 4-9aABOVE (p M o MO /GROUND /O y , POOL Z p� 00 IL 200.00' N 01•-32r W IIt.91 ;� �^ Lob 0 h• ' / �*' MAP OD 0 F f MARTIN, .E, A SURVEIL MADE FOR FLOYD MARTINDALE, SR. r'n tUNICE E E �,� r' AND MARY E. MARTINDALE OF THEIR LANDS � � 13 +3� •' ��b '""6 =e — IN THE TOWN OF QUEENSSURY, COUNTY OF A• ��, WARREN, STATE OF NEW YORK Fit LOT O !�`� •A11, -� MS[. •�` o LOT 4OdT 1.62 s AC IMF Is + - AIt OD lea Pit lp FOUND '''•1' � ONLY E 134.3► Nf•MO � ' p MANY E. AMARTINDALil s+� ,FLOYD MARTINDALEL:IR.` 636 - 840 .� M ^ ' s;s CD LOTO 1� 6.47= Ac I. a L. MARTINDALE/ 6 8-832 1. a L, MARTINDALE 261 - 373 j k • T. ENGWER 82-4 -90 Off► REV. y. FLOYD. MARTINDALE SR. a 81 , � -a - RY E. MARTINDALE . CA"ID 111011 ROD FOUND �9136� '�� _ • OU ENSBURY NEW YOR OF NE APMK, 9 S 07e- 07 Iloellls Otl111►R19 - 0 W e ERR 3oe. ►s JOHN F. DY r lF R R. TA f T 1 ' -•... ..,.,� !Of WAY, WMITlMALL� N.Y.Y. Big— OT"-29 -30 W