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2007-429 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE (31r" OCCUPANCY Permit Number. P20070429 Date Issued: Tuesday, November 06, 2007 This is to certify that work requested to be done as shown by Permit Number P20070429 has been completed. Location: 2635 STATE ROUTE 9L Tax Map Number. 523400-240-009-0001-011-000-0000 Owner. GEORGE & PATRICIA PENSEL Applicant: GEORGE & PATRICIA PENSEL This structure may be occupied as a: Garage - 2 Cars Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070429 Application Number. A20070429 Tax Map No: 523400-240-009-0001-011-000-0000 Permission is hereby granted to: GEORGE & PATRICIA PENSEL For property located at: 2635 STATE ROUTE 9L 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: GEORGE &PATRICIA PENSEL Garage-2 Cars Detached $20,000.00 2635 STATE ROUTE 9L Total value QUEENSBURY,NY 12804 $20,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-429 676 SQ FT DETACHED 2 CAR GARAGE $67.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,August 02,2008 (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 TrToVrwr ugust 02, 2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement -- -------------------- OFFICE USE ONLY --` 1r _-_ ; ; TAX MAP NO. PERMIT NO. FEE PAID BLDG.&CODES APPROVAL M ------------- ------ ACCESSORY STRUCTURE BUILDING 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. ,�1 j OWNER: G�r�CLL.°� IFAT(iitM cj�(� INSTALLERIBUILDER: �j-TI�C1V7r ADDRESS: G� ', �L { � � y ADDRESS: 5O Coutrw-Y 6 f„.,e, faD PHONE NOS. GSA- 7�S3 PHONE NOS._ /7 j -5-z-oc') LOCATION OF PROPERTY: I x/VAIP SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $ [0 O__)i> ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? / U0 IF YES,PLEASE LIST: r- CONTACT PERSON FOR BUILDING&CODES COMPLIANCE- Nb)0 �NLr-+ :E'- PHONE: PROPOSED CONSTRUCTION I3T FLOOR 2ND FLOOR TOTAL PROPOSED SQ.FT. SQ.FT. SQ.FT. HEIGHT FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH" BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: 2 ) 6- 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 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, draw o scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL I have rea d r e to th o codes0gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Signed Dated: www.aueensbury.net Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY"12804 B 1-LGL 11-05 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL ' o 3176 Permit No...s :...L...........�.7..........Cert. Ir Cut-in Card No..................................... Owner....................G I �-g��Z� _ ........ .................................................. .... ...... .. ....... Location.. Installation Consistingof .�� .� ...........................I............... ....�................R...................................L....Z....�..�......�.................................... ..................................... ...............................................................................................................................-----........ Installed By............. •!' ...................Lie.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 ng spections at any time, and if its rules are violated,the Company shall have the right �. 4toeo�thi ss certi icat �Date..../ © .......�. .. . ... ............. INSPECTOR . ...................................................................... Member N.F.P.A.,I.A.E.1. '11% VeLl L,<'P�d � � Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: 1 0 '� Inspector's Initials: •/ NAME: .�' - PERMIT#. LOCATION: DATE: U TYPE OF STRUCT o men&s 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 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 Valves installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical 0 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&CodesUnspection Forms\Residential Final Inspection Form revised 100405.doc r� Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PiA PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: _- -622 � - -' Comments Y N N/A Footings 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 ��To Footing Dowels or Keyway in place Foundation Dampproofmg 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM <52-- o "hesda-�( ' Foundation Inspection Report Office No.(518)761-8256 Date Ins!Kitials. uest received: Queensbury Building&Code Enforcement Arrive: amlp �Jepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector �/ NAME: _ PERMIT#: " 1-12 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings 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 es a ooting 6 mil 1 for w areas under slab ckfill Approval PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ') Framing / Firestoppind Inspection Report Office No. (518) 761-8256 Date Inspection request received: gil-16 Queensbury Building&Code Enforcement Arrive: am/pm Depart: 72; a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: CT7 NAME: { PERMIT#: �' ��� LOCATION: INSPECT ON: TYPE OF STRUCTURE: C j ce 2 �' sCdrtiJ Y N N/A Fra COMMENTS ming 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 i 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 ce and water ield 24 inches from wall ire se aration 1,2, 3 hour ! p 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 A(�T$fP ( FilNRY" 'l l)I ;DEPARTMENT MENT Ply Based on our limi,:ed examir$atoon, compliance with our comments shall not be construed as indicating th F, plans and specifications are in f I compliance with the Building Code f ` Newer Mate. Q `�l >-)o ----------------- w � � v „ 21I 1yP. RoOf' CLG. ASSEMBLY D 12 —220 LB' ASPHALT 'SHINGLES ON I LAYER 15,E RDOF FELT ON 1/2" ASPENIYE SHEATHING with W CUPS 0 24" O.C. 6 —PRE-ENGINEERED TRUSSES zz- I `/ t r t t 7MCAL EAVE ASSEMBLY --2x6 FASCIA (ALUM. WRAPPED) . —CONY. FETAL DRIP EDGE or —PERFORATED SOFFIT Wl VINYL F—CHANNEL -2x4 BLOCKING ��"�•«w"r I ' INYL J--CHANN L & END STRIP T� TYPICAL SAVE PET"Aft"" .1 A$ SCALE : 1 /2" TYP. FOUND. BASEMENT WALL .. -. s --8" POURED—IN--PLACE CONCRETE _I FOUNDATION WALL 3000 P.s.�. d I Ed I I • � • TYPICAL CONCRETE FOOTING S'xl6" COLIC. F'TG. VIRGIN SOIL OR CERTIFIED 0 � COMPACTED FILL. w/ BEARING CAPACITY OF 2500 P.S_F. 4 TYPICAL FLOOR at EXT. BASEMENT WALL A 8 SCALE : 112" ¢ 1•—v" m i J O ic O ic GARAGEco - - - cc J ic 0 OHD-LB OHD-LB f 7'2" 11.81. + 7'2" i �26'00" • VALENTE BUILDERS, INC. CUSTOMER: PENSEL ALL PANEL & COMPONENT PROJECT: GARAGE MANUFACTURER DATE: 06-29-07, JOB#: 0607 I J 1_ 1�\ g tigl ;! us a (L1 V i M ^b SQn' P o J�-'✓ v.-- i �� fit, / �,��i��, 4 i � c }� `j� •�jo i:.� � T�o�os�t� __aan�✓is�oN ��s�r ��.c t'7 4!. �E.1/SE'L S Z�,e Z3 0 V\ VA AeL7use-A.( 4 5 6--V ---< /Vf s G i ���, .�ev