2005-350 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: P20050350 Date Issued: Wednesday, September 07, 2005
This is to certify that work requested to be done as shown by Permit Number P20050350
has been completed.
Tax Map Number: 523400-289-012-0001-019-000-0000
Location: 12 BERRY PATCH Dr
Owner: PIERRE & RUTH CASTONGUARY
Applicant: PIERRE & RUTH CASTONGUARY
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 (0 )j 00t
property owner of the responsibility for compliance with Site Plan, V
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: P20050350 Application Number: A20050350
Tax Map No: 523400-289-012-0001-019-000-0000
Permission is hereby granted to: PIFRRF. & RUTH C'ASTONCTUARY
For property located at: 12 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: PIERRE & RUTH CASTONGUARY
Deck $2, 0
12 BERRY PATCH Dr
Total Value $2,700. 0
00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2005-350
200 SQ FT DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, June 01, 2006
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T at�
s y. June 01, 2005
57;ft
SIGNED BY for the Town of Queensbury.
V IV
Director of Building&Code Enforcement
Permit No. an's-3s0
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid G "
742 Bay Road,Queensbury,NY 12804
Dave Hatin,Director codes@aueensburv.net
Phone: (518) 761-8256 FAX: (518)745-4437
Accessory Structure Building Permit Application
Application & Plans subject to review before issuance of a valid permit for construction.
Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck,
etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3
Instructions: A permit must be obtained before beginning construction. No inspections will be made until the
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form. -�
Applicant/Builder VeAge, + ufA C&slcn o& Owner: Ie"e,fl?-A C.a.slon9wz
Address: /a 8eMu QA_trh 13E- q N Address: 1 &AA
Ivy 12.Wq
Home Phone: 61q- 771 S1 z/d// N 51$-515-55190) Home Phone: SIB- 1711 • y01!
Email Address: rs_ /// a 6I f&.n Arr Email Address: — rn T r-
Cell Phone: _A,/H Cell Phone:
FAX Phone: ti/A FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
TOWN OF GUEENSBURY
Name: 2 BUILDING AND CODE Address: l e A401 Phone 511-
Location of proposed construction: Lot No. Legal Address: a GtAAq afC4 DF ue 51J y
Tax Map Number: . 02 " 1 Subdivision Name: (-rmin v 1 ah
Estimated Cost of Construction: $ at 3;0�
Does an accessory structure currently exist on the property? Yes / x No
If YES, list all existing accessory structures: a a
Proposed Construction 10 floor 2^d floor Total Proposed Height
sq.ff. sq.ff. S .ff. ft.&
Open Porch
Cov red or Enclosed Porch
(considered floor area&must comply to FAR (Floor Area Ratio]
requirements if the structure is located in the Waterfront
Residential zone.
-season porch is considered an enclosed porch,
Deck 0
Boathouse
Boathouse with sundeck
DOCK
Shed
Pole Barn
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 Buil g and Codes, an As-Built Survey by a
licensed surveyor, drawn to scale, showing actual location of all ne t c
Date: 3 05 Applicant/Builder Signature:
The application of dated is hereby approved and'
permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as Set
forth above.
Date: I u � Authorized Signature:
L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/pm Depart: AC/am/pm
Date Inspection request received: _ Inspector's Initials: r— O l
NAME: �� _ PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTUR : _
Comments
Y N N/A
y Chimne Ht./"B"Vent/Direct Vent Location
Fresh Air Intake `
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs,decks atios
Guard at stairwell at 34 in. or more 01
Guard at deck,porches 36 in. or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum %Z"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.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 Ternp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battcry backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched _
Garage fireproofing/3/4 hour fire door/door closer
Duct work Seated properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in. ht. In accessible area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
Framing / Firestopping Inspection Report —/
111
6
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart. pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: -,-r PERMIT#: "
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Fr n Y N N/A 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 '/s 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 '/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
i
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart/ mr`pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: INSPECT ON: --
TYPE OF STRU RE:
Commeuts
Y N N/A
tings
tnolithi,
r
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
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 Tnsulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
I.:\SueHemingway\Building.Codes.Inspection.FORMSU'oundation Inspection Report.doc January 28,2003
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PLAN VIEW CURTIS LUMBER CO
CUSTOMER -- CASTONGUAY I" P.-r 460 BIG BAY RD
DATE 05/22/05 REF Deck05136 -B-Lock ly-f/J." _1_QNC- QUEENSBURY, N.Y.
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LOAD AND SUPPORT: Your deck will support a 76,�PSF live I d. Posts have below-ground
post support./mItil M VIM
DECK AND POST HEIGHT- You selected a height of 96" the top of decking to level ground.
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The top of the deck support posts will therefore be 87.25" a ove ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 12' center to center.
NOTE- The design may require knee braces and bridging between joists. Your materials list includes
the necessary items. The suggested design is not a finished building plan. You are responsible for
all measurements being correct, for verifying that the design (and any substitutions or modifications
that you make) meets all local building codes and requirements. To verify that the suggested design,
and any substitutions or modifications, is consistent with conditions at the construction site,
review the design with your architect. Also consult your architect for proper construction and use
of materials in the structure.
Be sure to follow the deck construction detail available from your store salesperson.
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Suspending and Stabilizing Pier Tubes
Concrete piers and wider footings can be formed in a
2x4 is attached single pour.The pier tube must be suspended so that
to tube. it is level with the top of the footing. The footing is
formed either by the earth itself or by wood forms.
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8 in.
Eartt -formed I ! ' I
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12 in.(6-in.radius)
This method requires a hole I I
as wide as the diameter of
the footing,and a pier tube.
--<
24 in,
If a big hole needs to be dug to
allow for large footings,a separate / Wood-formed
form for the footing must also be built. �� footing
- 1 -1 - 05
68 Chapter 3
CROSS SECTION
CUSTOMER -- CASTONGUAY
DATE 05/22/05 REF Deck05136
,x
CURTIS LUMBER 00
460 BIG BAY RD
QUEENSBURY, N.Y.
(800) 555 1212
CUSTOM VIEW
CUSTOMER -- CASTONGUAY
DATE 05/22/05 REF Deck05136
t
CURTIS LUMBER CO
460 BIG BAY RD
QUEENSBURY, N.Y.
(800) 555 1212
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