2009-222 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20090222 Application Number: A20090222
Tax Map No: 523400-289-012-0001-018-000-0000
Permission is hereby granted to: WILLAIM J. SHEA
For property located at: 14 BERRY PATCH' Dr
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: WILLAIM J. SHEA
LINDA A. SHEA Deck $3,130.00
14 BERRY PATCH' Dr Total Value $3,130.00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name / Address Electrical Inspection Agency
Plans&Specifications
2009-222
416 SQ FT DECK
$41.60 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, June 05, 2010
(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 Q eensb aAryn5, 2009
SIGNED BY for the Town of Queensbury.
Director of Building& Code Enforcement
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: P20090222 Date Issued: Wednesday, September 09, 2009
This is to certify that work requested to be done as shown by Permit Number P20090222
has been completed.
Tax Map Number: 523400-289-012-0001-018-000-0000
Location: 14 BERRY PATCH' Dr
Owner: WILLAIM J. SHEA
Applicant: WILLAIM J. SHEA
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, '�
Variance or other issues and conditions as a result of approvals by the Director of Building&Code En rcem t
Planning Board or Zoning Board of Appeals.
OFFICE USE ONLY i
DIE C COME
TAX MAP NO. PERMIT NO. D .,,..
FEE PAID 74' BLDG.&CODES APPROVAL ; ; MAY 27 2009
/ I
TOWN OF QUEENSBURY
ACCESSORY STRUCTURE BUILDING PE
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. ,,n
OWNER: y� i�IIi�P'M 5i_6 - INSTALLER/BUILDER: AIIA
ADDRESS: 1�j ?RW N- ADDRESS:
PHONE NOS. 06-310 /3-7 '3lc 1'7 PHONE NOS.
LOCATION OF PROPERTY: H � y Patc h bfZ- SUBDIVISION NAME: j
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 1 f G f � t Qt+gck'Ci�
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑YES ❑ NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $Sum ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? N 0
3i-2b.�1
IF YES,PLEASE LIST: c,_
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: W1k%1M-1k PHONE: T I-Z-3& 7
sr NU PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK 1400
3 SEASON,COVERED OR ENCLOSED PORCH'
BOATHOUSE —
BOATHOUSE WITH SUNDECK
DOCK
SHED .
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
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
Queensbury Building & Code Enforcement - Residenti inal Inspection
No. (518) 761-8256 Arrive: am/p r ID-am/pm
fnspection request received: Inspector's Initials:
,ME: PERMIT#:
JCATION: Dr . DATE:
YPE OF STRUC UR : ._
Commen>Tts•
Y N A
,V 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
Handrail 4 or more risers T� (
Guards at stairs decks abos more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck es 36 inches or more
Handrail Termination at Newell Post or Wall
r Railings 34 inches to 38 inches
ra /Handic;a I Ramp Compliant
G—re—die—away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off sed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety lain /Window in stairwells 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 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency ress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logo in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System I Sewer Dept. Inspection Sticker
Site Plan I Variance re uired
Flood Plain Certification,if r uired
Okay to issue C/C or C 10 1 Temporary/Permanent
L\Building&Codes FormslBuilding&Codes\Inspection FormslResidential Final Inspection Form—revised 100405.doc;Revised
January 7,2008;Revised 6/26/08
/()- /C� 0--
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection uest reeeiv ��// 4l /
Queensbury Building&Code Enforcement Arrive: ;', n ,.. elpart:
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: i
r
NAME: PERMIT#:
LOCATION: it LY` INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N/A
Foo
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 Dampproofmg
Foundation Waterproofmg
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.
U folding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last panted 12/20/2005 9:24:00 AM
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 3' 10 1/2" 2 3' 5"
B 19' 10 1/2" 5 4' 7 1/4"
C 19' 10 1/2" 4 6' 1 5/8"
Post spacing is measured center-to-center.
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Depth of concrete footers --- 48"
MAP REFERENCE:
(MAGNETIC AS PER MAP REF.
MAP OF A SUBDIVISION
MADE FOR
RICHARD P. SCHERMERHORN
DATED NOVEMBER 5, 2002
LAST REVISED JUNE 23, 2003
BY VAN DUSEN & STEVES
LAND SURVEYORS
LOT 18
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1.56 acres
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169` Haviland Road Queensbury, New York 12804 AGENCY AM MOM%= UM KWG''� Town of Queensbury, Warren County, New York
ro THE AsSiIY m DF TE mom ELs=7w.'
T + B A550GIATE5
(518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02354-17
J1tC�JJ Ei1VKLiJ1J
CUSZOMER: BILL SHEA
DATE: 05/22/09 DESIGN: SHEA REF: 09136160 . ZP1
SALESMAN # 50064 - BRIAN PALMER
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 80 PSF
16" BENDING 96 PSF
SHEAR 101 PSF
COMPRESSION 175 PSF 80 PSF
BEAMS 2-2X10 DEFLECTION 433 PSF
BENDING 185 PSF
SHEAR 114 PSF
COMPRESSION 211 PSF 114 PSF
BOLTS 1/2" SHEAR 3518 PSF 3518 PSF
POSTS 6X6 STABILITY 1024 PSF 1024 PSF
-----------------------------------
TOTAL LOAD 80 PSF
DEAD LOAD 10 PSF
LIVE LOAD 70 PSF
-------------------------------------------------------
3TRINGERS 2X12 DEFLECTION 56 PSF
BENDING 133 PSF
SHEAR 277 PSF
COMPRESSION 1234 PSF
-----------------------------------
TOTAL LOAD 56 PSF
DEAD LOAD 10 PSF
LIVE LOAD 46 PSF
-------------------------------------------------------
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