2008-467 TOWN OF QUEENSBURY
742 Bay Road,Quemsbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20080467 Date Issued: Wednesday, December 23, 2009
This is to certify that work requested to be done as shown by Permit Number P20080467
has been completed.
Location: 208 LAKE Pky
Tax Map Number: 523400-226-019-0001-086-000-0000
Owner: CHRISTINE LECCE
Applicant: CHRISTINE LECCE
This structure may be occupied as a:
Garage Detached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the I � Xi
property owner of the responsibility for compliance with Site Plan, 4X _W...
t
Variance, or other issues and conditions as a result of approvals by the Director of Building&&ode En rcement
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: P20080467 Application Number. A20080467
Tax Map No: 523400-226-019-0001-086-000-0000
Permission is hereby granted to: CHRISTINE LECCE
For property located at: 208 LAKE Pky
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. Tie of Construction Value
Owner Address: CHRISTINE LECCE
Garage Detached $25,000.00
1131 MOHEGAN Rd
NISKAYUNA,NY 12309-0000 Total Value $25,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-467
879 SQ FT DETACHED GARAGE
$87.90 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 17, 2009
(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 To o Bens e y,September 17,2008
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
%___���o�.�� J, �J_FICE USE ONLY "______..____///_`_2_____� j___________________
01
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00 TAX MAP NO. PERMIT NO. F/ , ,
r 1
i FEE PAID BLDG.&CODES APPROVAL i 1
r 0 , 0
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--------------------
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.
OWNER: Christine LeCCe INSTALLER/BUILDER: Adirondack Development LLC
ADDRESS: 1131 Moheqan Road Niskavuna NY 12309 ADDRESS: 796 Burdeck Street Schenectady NY 12306
PHONE NOS. 518-374-5820 PHONE NOS. 518-356-1435
LOCATION OF PROPERTY: 208 Lake Parkway SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 208 Lake Parkway rear lot
ESTIMATED COST OF CONSTRUCTION: $ 25,000 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? No
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Lou Lecce PHONE: 518-265-5822
sr ND PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: 3 )
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,drawn to scale, QUESTIONS 7 CALL 761-8256 OR EMAIL
showing actual location of all new construction. Codes(&-cmeensbury.net
I have read d agree t he above. VISIT OUR WEBSITE FOR MORE INFORMATION
/ www.gueensbury.net
Si ned Dated: b
Name/Title(Printed)
Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804
q4�7wi
4-070 ZONING § 179-5-080
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SETRACKS FOR WA TERFRONT L O TS
(SEE WATERFRONT Rf-WEN77AL ZONES SECTIONS 179-4-D30)
fNT YARD AT ROAD 30 SE ACK
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SHORELINE SE CK FOR WR-1A, 75' FOR WR- OR AVERAGE SETBACK OF
THE TWO AD T HOUSES. WHICHEVER IS R.
LOT *v7Y 1
0-50' �50't_ 60' �60'AND d50' l50'AND pPEA7ER
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aura w or srjvA rs As sl°Er.qw IV nrs aupmv rw 1FAh%Ravr tors
THE o.a....tau nblo� tow.of a,evtswnr
Y..pn.t..Rd PO B..3479
NY MW
: )454—SM ZONING ORDINANCE FIG. 2
CC � o.,,r.►" .["o'I TOWN OF QUEENSBURY
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vA cCamn�i71-a FIGURE 2 7/te/0t
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E.Wavvw tot SdwlGsts "o a..Stud
a.s F.M,Nt V" tum 3999900
tM..c (st0)att-2Zos Tom or OUEEtt9auRY tiNpREI+couNTT ttEtt rawc }
� 179-4-080. Minimum water frontage.
The minimum lot water frontage measured along a shoreline as it winds and turns for each
(gle-family residential structure shall be 75 feet in UR, SR-15, SFR-10, RC-15 and NC-10
Zones; 80 feet in the PO and MR-5 Zones; 100 feet in the SR-20, SFR-20 and MU Zones; 150
17953 8_26-2M
Queensbury Building & Code 4TZ
me Final Inspection
Office No. (518)761-8256 Arrive: am/pm Depart: r*am/pm
Date Inspection request received: Inspector's Initials: kA
NAME: ecce PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE: � {
Comments:
Y 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 6 inches
Roof Co ete/Exterior Finish Complete 2-3 2-Z Ztj
Platform at all exterior doors J_
Handrail 4 or more rigs
Guards at stairs decks woos 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 Mposed/ENulator 18 inches above grade
Interior privacy I trim/doors/main entrance 36 inches
Bathroom/Kitchen waterti ht
Safeglazing/Window in sta'rwells 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 .ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss,draft stopping finished basement 1,000 s .ft.
Emeraency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to fumace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed I Heat Trapt Water Temp 110
Enclosed Stairs Sheetrock underside minimum'A'Gypsum
Basement stairs dosed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Loge in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan _
Arc Fault Breaker in Bedrooms
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 I C or C 10 Temporary/Permanent 1 W5
L:1Building&Codes ForrnslBuilding&CodesUnspection FormsWesidential Final Inspection Forrn_revised_100405.doc;Revised
January 7,2008;Revised 6126/08
it () j)-P -
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: O 0
Queensbury Building&Code Enforcement Arrive: _am/pm Depart C� am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: LZ C( & PERMIT#: C A `
LOCATION: O 3 'n( �. INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A J
Footings
Piers _
Monolithic Slab v CT<
Reinforcement in Place vo-�-k�
The contractor is responsible for f�-6- N
providing protection from freezing 6Ape-
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
i
Foundation Dampproofing
Foundation Waterproofing OFF-
Footing
Footing Drain Daylight or Sump
Drain Stone: � ,� �� `
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
kfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Fonms\Building&Codes\lnspection Foams\Foundation Inspecction Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: h S 411
Queensbury Building&Code Enforcement Arrive: _am/pm Depart I
G�V pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: #: �
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comment
YJ N NA
Footin ,
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 7,11Reinforcement in Place
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 l
Backfill Approval
Plumbing Under Slab (
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
AlaR T-V --5 TAR
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HOME O E S / O N
35 CHERRY TREE LANE WILTON N.Y. 12803 PHONE: 57S-3C6-5951 EMAIL
✓KAZ 1 96S9MYCAP.RR.COM WEB $/TE: NORTHSTARHOMEOES/GN.COM
L c-c, -J
Date: April 16, 2008
To: Queensbury Building Department
Re: 208 Lake Parkway
Lake George, New York
Detached 3 Car Garage
Inspector,
Please be advised that the Endwall Section detail on sheet 4 of the building
construction drawings shows an exterior perimeter footing drain. This drain was
included on this detail incorrectly and is not required in this garage frost wall
application.
If you have any questions or require any further information please feel free to
contact our office.
Sincerely,
Stephen E. Lamb P.E. °f NEk,�
qRa
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