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2005-818 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLI-ANCE Permit Number. P20050818 Date Issued: Thursday, October 19, 2006 This is to certify that work requested to be done as shown by Permit Number P20050818 has been completed. Tax Map Number. 523400-290-014-0001-021-000-0000 Location: 28 MARTELL Rd Owner. STEPHEN & PHYLLIS HUDSON Applicant: STEPHEN & PHYLLIS HUDSON This structure maybe occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY 7 � Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, 4 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: P20050818 Application Number: A20050818 Tax Map No: 523400-290-014-0001-02 1-000-0000 Permission is hereby granted to: STFPHF,N& PHY1,1,1S HITDS0N For property located at: 28 MARTELL 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: STEPHEN&PHYLLIS HUDSON 28 MARTELL Rd Porch $5,000.00 Total Value $5,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-818 REPLACE EXISTING PORCH(140.25 SQ FT) $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, October 17, 2006 (1f a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before he expiration ate. Dated at the wn o e u1 nay, October 17, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No. 6 5— Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid r� 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codesQqueensburv.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. i Applicant/Builder % '!-i ce` - S c 0-t Owner: Address: Address: Home Phone: Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: Address: Phone �>� `6 Location of proposed construction: Lot No. Legal Address: '1r��'t � � Tax Map Number: go , ( �--' / ( Subdivision Name: Estimated Cost of Construction: $ "=c-� Does an accessory structure currently exist on the property? x Yes / _No r s ;' If YES, list all existing accessory structures: <SE ?�2 Ala Proposed Construction in floor end floor Total Proposed Height sq.ft. sq.ft. S ,ft ft.& Open Porch Covered or Enclosed Porch IJ (considered floor area&must comply to FAR [Floor Area Ratio] 1` 6-Zh requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed porch. Deck Boathouse Boathouse with sundeck DOCK Shed Pole an 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 work is 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 Buildinp and Codes, on As-Built Survey by a licensed surveyor, dr n to scale, showing actual location of all ne ction. ,. Date: /applicant/Builder Signature:. The application of _dated is hereby approved and permission granted for the construction, reconstruclion or alteration of a building/and or accessory structure as set forth above. Date: �� 1 Authorized Signature °�-�- L:\Sue Hemingway\Building,Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04 Queensbury Building & Code Enforcement - �� 't Residential F� Inspection Office No. (518)761-8256 Arrive: am/pm Depart: l 1;� M/pm Date Inspection request received: _ Inspector's Initials: NAME: v M PERMIT LOCATION: 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 Roof Complete/Exterior Finish Com lete 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 I I Wl Final Survey Plot Plan 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 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/pm Depart: C`�n/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:(=— '7_ NAME: -!� PERMIT#: LOCATION: INSPECTOR: TYPE OF STRUCTURE: Comments Y N N/A FootingsPt4 r. V F-MZ ' Piers 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 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•\Building&Codes Forms\Building&Codes\lnspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: // \. `r NAME: `�� -` � PERMIT #: � \VJ LOCATION: y��` INSPECT ON: / k ( " TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ; Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent AZ— Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct to e COMMENTS: f� A LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.0 Main Office 176 Doe Run Road-Manheim,PA 17545 tJ MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL (} Permit No........................................Cert. N O 93677 Cut-in Card No........................ . h/-u v so d� Owner............... r........................................................ .................... Location....v rn � c Z-t ........................................... / - �t/ ............ .................. ` ................ ..... .. .................................. Installation Consisting of....................... 1`,�.............................j.................... .......................................�C.�...i�;;-.............................................................................................................. ...........................................y...�... ..�................................................................................................................................. Installed By..........CJ..f� !1Z.L� ..................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of ma g inspections at any time, and if its rules are violated,the Company shall have the righ/to— k th4 r[ifi e. Date....Z-.f.k.. e.. ................ INSPECTOR... .e.................................. ...................................................... Member N.F.P.A.,I.A.E.I. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:,:. < `` NAME: PERMIT#: 2e- LOCATION: INSPECT ON: TYPE OF STRUCTURE: b Framing Y N NIA COMMENTS .� Attic Access 22"x 30"minimum 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 '/z(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 %z 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 Framing/ Firestopping Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials- NAME: \ 1 `tea PERMIT#: 65 r U US LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS -framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging C' v 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 V Z 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses � 2_u_i � Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour n Fire wall 2, 3,4 hour Firestopping �� Penetration sealed --- 16 inch insulation in cavity min. Garage Fire Separation House side %z 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 -,3 'P Foundation inspection Report Office No. (518) 761-82.56 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:-YLyo an-L/pm~ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: — (� PERMIT#: �J LOCATION: In INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Piers Monolithic ^- 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 j 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 SIab _ PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection,FORM S\Foundation Inspection Report.doe January 28,2003 " "r • I V 1 1 1 1 290'-4 1" 19'-5j' 170'-11' Orn _ _. 1 15 a 1 - 22'-11, 12' 1 TOWN OF QUE SBURT 7 d T 1 BUILDING & CO ES DEPT, 65'-10" 30 42'-8' �y a 21' REV1E1NE t L 1 Xo 1 SEPTIC AREA DATE PROPOSED Lu PORCH 1 I z 20 1 0 l 1 1 1 � ra 'W I ck LLi 1 ' 90'-7j' lM I 125' 12 ' J ' 15' 1 132'-6' 150'-5j' PLOT PLAN PROPOSED PORCH REPLACEMENT I LANDS OF STEPHEN & PHYLLIS HUDSON p 28 MARTELL RDA QUEENSBURY NY 1 1 r 8' D]A FOOTING 4' MIN BELOW GRADE • 3, 21' 21,_8„ 11 12' PATI❑ 12'I-9" t HOUSE FOUNDATION 22'-11"' HOUSE 42'-8" 2' TYP 102zx ROOF: 2 x 6 SISSOR TUSSES, 24' CENTERS WALLS: 2 x 6 CONSTRUCTION FL❑OR: 2 x 6 DOULBE FL❑OR JOIST, THROUGH BOLTED TO HOUSE 15# FELT R-19 FACED INSULATION R-19 INSULATION BETWEEN JOISTS 25 YR SHINGLES 7/16' ❑.S.B. SHEATHING 3/4 CDX PLYWOOD SUBFLO❑R 3 FT ICE & WEATHER SHEILD TYVEK WRAP DRIP EDGE VINYL SIDING DOOR: EXISTING LARS❑N WO❑D C❑RE SERIES STORM DO❑R 5/8' CDX PLYWOOD R-38 FACED INSULATION BETWEEN TRUSSES WINDOWS: PELLA PRO SERIES 450 LOW-E CASEMENT II � J II low 10 , _ 6 „ now _ SIDE WALLS 2 x 6 CONSTRUCTI ❑N u 7 ' 5 , _ 87 „ 8 2 , - 8 „ 4 ' - 4 �" 8 2 , _ 61 „ 12 ' - 9 " 8 FRONT WALL 2 x 6 CONSTRUCTION 12 FLOOR JOIST CONSTRUCTION 2 x 6 ON 16" CENTERS III lid 1 '-4' T Y P