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2005-154 TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20050154 Date Issued: Friday, December 15, 2006 This is to certify that work requested to be done as shown by Permit Number P20050154 has been completed. Tax Map Number. 523400-289-018-0001-025-000-0000 Location: 35 FITZGERALD Rd Owner. DAVID & GAY JARVIS Applicant: DAVID & GAY JARVIS This structure maybe occupied as a: Demolition By Order of Town Boatel TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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 (21W 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20050154 Application Number: A20050154 Tax Map No: 523400-289-019-0001-025-000-0000 Permission is hereby granted to: DAVID & C"TAY JARVIS For property located at: 35 FITZGERALD 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. Tyne of Construction Value Owner Address: DAVID & GAY JARVIS Demolition 1 SUSAN PI Total Value QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-154 DEMOLITION OF RESIDENCE $20.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, March 31, 2006 (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 Town of Qu sbury; hursday, March 31, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No.(/C !S Application for Demolition Permit Fee Paid Building&Codes Office-Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 RECEIVED '� Notes: Instructions/Requirements for a permit: RECEIVE D Fill in all applicable spaces and submit two(2)plot plans,drawn to scale,showing lot boundaries with dimensions and adjacent roads/streets. Show all existing structures on the property and indicate which are to 0411n(pis*(�(1@6icate on the plot plan the location of all utilities. 1° TOWN OF QUEENSBURY AN CODE A Icant U Pesn l��s aiasible.for WW4� ldres byte �3 s_2� 3 s-2� 'Fax �I'hgn� 2. Location of demolition: 3_r� r'rrf CIP-0� OK 3. Tax Map No. t!�q 4. Where will demolition material be disposed of? 4z/ l&,m lu #,a/'/'i-gM 5. Asbestos Information A copy of Asbestos Removal Report must be filed with our office before demolition begins. a. Is there any asbestos within the building to be demolished? ❑ Yes WNo If YES, our office needs the following information: b. Name of firm removing asbestos: C. License number of firm:_ d. Indicate location where asbestos material will be disposed 6. Structure Information a. Indicate which structure(s)will be.demolished: ( Residence; ❑garage; Mstorage building; []business; ❑other b. Size of structure: ft.by ft. ;t,8' C. Number of stories d. Foundation type: ®full cellar; ❑crawl space; ❑slab e. Foundation: [will be removed; ❑will not be removed f. Structure(s): ®will be replaced; ❑will not be replaced 7. Utilities Information Indicate utilities for this structure: ❑gas Melectric [-]propane ❑onsite well-water pump ❑public water Mpublic sewer Have you notified the Town Water Dept. for public water and public sewer disonnect? ❑Yes ®No Have all utilities been disconnected? ®Yes ❑No Signature of Applicant: _ �v[,J� G�.r Date: .3A��k Queensbury Building & Code Enforcement - Residential Final Inspection Office l . (518)761-8256 Arrive: —5'��am/p eP am/pm Date Inspection request received: Inspector's Initials: NAME: J^ PERMIT#: j 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 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 2 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 waterti ht 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 14' 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 Tra /Water Tern 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/a 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 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_I00405.doc Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: airn/prp Depart: `pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: i' PERMIT#: _ LOCATION: �` - Z �,4 c,� �' © INSPECT ON: TYPE OF STRUCTURE: z�— Comments ----- Y N /1V A Footings J Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 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. LASueHemingway\Building.Codes.InspectionTORMST-oundation Inspection Report.doc January 28,2003 SITE STASTISTICS TOP OF WA TER TAX MAP#289.18-1-25 ELEV = 51.71 J1 APPROXIMA TE LOT AREA: 24,989 S.F. =0.57 Ac. SHORELINE ZONE:WR-1A,WATERFRONT RESIDENTIAL MAXIMUM BUILDING HEIGHT: 28 FT PROPOSED BUILDING HEIGHT: 25 FT ?fib~J WOOD DOCK ��G� LOT COVERAGE: PROPOSED F � ��'�'J �` HOUSE: 1,860SF 7.4 DECK: 669 SF 2.7 do �� ✓ GARAGE: 864 SF 3.5 �F c ,. P0 /��i%C� �F t "s' �, DRIVE DRIVE AREA LOWER R.O.W: 82520.8 5E 1 \ 3 3 - GP' M PARKING&WALK AREA LOWER: 1,210 SF 4.8 �'��j BOUNDARY ALONG / ;�= � STAIRS: 230 SF 0.9 EXISTING SHORELINE TOTAL IMPERMEABLE: 8,350 SF 33.4 00 ' PERMEABLE AREA: 16,639 SF 66.6 %(65%REQUIRED) C. 59.7 SHORELINE SWn �,� � / BUILDING SETBACK n AREA `1 SETBACKS(FEET): REQUIRED EXISTING PROPOSED END M ADAM � A�apAM M�Cgpq Al SIDE NT(FIIZGERALD ROAD) 30 20 123 20 PROPOSED WELL ' M M SIDE(SW) 20 3.5 12.6 SHORELINE 59.7 32.2 47.8 yR 0.W O'Q�AROA SHORELINE SETBACK DETERMINED BY AVERAGE OF 35'AND 84.3'AS EXISTING SETBACKS OF TWO ADJOINING PRINCIPAL BUILDINGS IN ACCORDANCE WITH TOWN OF QUEENSBURY CODE REQUIREMENTS. PROPOSED SEPTIC TANK/PUMP STATION VARIANCE REQUEST: 51 \p VR PC SIDE(SW)BUILDING SETBACK,20'REQUIRED, 12'PROPOSED % '`_ `HOt - ? ! \ t,Q PROPOSED BUILDING AREA OUTSIDE SIDE SETBACK: 126 SF N 18 SF�L O. �Q PROPOSED DECK AREA OUTSIDE SIDE SETBACK: 94 SF aE G` _ S/p �� \� EXISTING BUILDING AREA OUTSIDE SIDE SETBACK TO BE REMOVED, 502 SF F , EXISTING PAVED / SHORELINE SETBACK,59.T REQUIRED,47.8'PROPOSED D''r_Rf-IEAJ "t_ECTf�n'" `, ,989 S.F. PROPOSED BUILDING AREA OUTSIDE SHORLINE SETBACK �p SF "� RIVE TO REMAIN gCgDqM / FOUND CAPPED fir_ 7FL r TO I 7,AGE PROPOSED }_ �\ �j/- �- PROPOSED DECK AREA OUTSIDE SHORLINE SETBACK:482 SF IRON ROD RETAINING WALL - '" \ EXISTING BUILDING AREA OUTSIDE SHORLINE SETBACK TO BE REMOVED: 576 SF C OA, ""VA L L'`� c YW i11190_ PROPOSED \\ \ DECK/PORCH LO ATION MODIFIED GARAGE FROM SURVEY RE ERENCE MAP IN � `K i \ \ 111����4 ACCORDNACE. WITH TOWN OF / \ �c QUEENSBL RY STAFF FIELD VERIFICATION - FV. 2, 3/16/05 REMOVE AND ` ��\ PROPOSED // � FOUND CAPPED REPLAC55`EXISTING y\ DRIVE/OARKING //� IRON ROD " AND-,� 1 r.?V',�� 0/r, STEPS Q11 G;"!?"?Vj 00 5,15 666 . . 4- � \ my `PROPOSED SEPTIC \ \ \ J� o ECEI V ED ABSORPTION FIELD k; c WE) N TOWN OF UEENSBURY 10 ABSORPTION 7__, `. �' ND CODE FIELD SETBACK p \v/ � _, �E�NEI'✓'r /la►� '�0 d�trltoGl�O� riL rLWtr�`n g� nsH ry 9 t ` 30' FRONT L r �aC�. vdti ,( of I d�S r✓� BUILDING SETBACK j GI /+( ca�`4tYJl ('��. FOUND IRON ROD cW11 an 1 � tiinS �GTtOn O _. 2 REVISED SHORLINE SETBACK, REVISED WESTERLY ADJOINING 3/16/2005 r SETBACK PER TOWN FINDINGS 1 REVISED SHORLNE SETBACK, ADDED ADJOINING SETBACKS 3/10/2005 0 ISSUED 2/1/2005 No. Revisions Date PROPOSED BASEMENT F. = 61'f PROPOSED MAIN FLOOR ELEVATION = 70'f SITE LAYOUT PLAN SURVEY MAP REFERENCE David J. Jarvis PROPERTY LINES, EXISTING LOCATIONS, AND TOPOGRAPHY FROM "MAP OF A SURVEY SHOWING EXISTING SITE DETAILS PREPARED FOR DAVID J. JARVIS" Town of Queensbury,Warren County,New York PREPARED BY W.J. ROURKE ASSOCIATES, SOUTH GLENS FALLS, NEW YORK, Drawn: - Checked:GTH Date: 1/26/05 DATED DECEMBER 28, 2004, UPDATED MARCH 9, 2005. 169 Haviland Road Queensbury,NY 128M 29080-01 (Hutchins Engineering (51 P8)745 0308F�