2005-194 91
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4z Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20050194 Date Issued: Friday, July 08, 2005
This is to certify that work requested to be done as shown by Permit Number P20050194
has been completed.
Tax Map Number: 523400-308-008-0001-045-000-0000
Location: 51 BURNT HILLS Dr
Owner: MARC & KRISTINE NAILOR
Applicant: MARC & KRISTINE NAILOR
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 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: P20050194 Application Number: A20050194
Tax Map No: 523400-308-008-0001-045-000-0000
Permission is hereby granted to: MARC &KRTSTINF,NAILOR
For property located at: 51 BURNT HILLS 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. Type of Construction Value
Owner Address: MARC &KRISTINE NAIL,OR
Deck $1, 0
51 BURNT HILLS Dr
Total Value $1,500. 0
00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name / Address Electrical Inspection Agency
Plans&Specifications
2005-194
240 SQ FT DECK
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, April 20, 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 i f Quee bury; ednesday, April 20, 2005
SIGNED BYA for the Town of Queensbury.
Director of Buildin &Co Enforcement
/
Building&Codes Office-Department of Community Development-Town of Queensbury Permit No.Fee Paid00
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 hermit 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 Owner:
Address: rz 1 10A)T _ S R, Address:
. no
Home Phone: I L E- Home Phone:
Email Address: Email Address:
Cell Phone: __SriS= 11`�/ Cell Phone:
FAX Phone: FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: pn —IRS A.),4,1Dk
Address: S/ Phone
Location of proposed construction: Lot No. Legal Address: .a f &141U7_ /tl&S Ul
Tax Map Number: Subdivision Name:
Estimated Cost of Construction: $
RECEIVED
Does an accessory structure currently exist on the property? _Yes / _No
If YES, list all existing accessory structures:
pPR 2005
Proposed Construction 10 floor 2,d floor Total BU LC�W1 A_ ht
sq.ff. sq.ff. S .ff. 117&in.
Open Porch
Covered or Enclosed Porch
(considered floor area&must comply to FAR [Floor Area Ratio]
requirements if the structure is located in the Waterfront
Residential zone.
3-season porch is considered an enclosed porch.
Deck
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 Building and Codes,danA -Built urvey by a
licensed surveyor, drawn to scale,showing actual location of all new c structio
Date: 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: 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 e
� � Arrive: am/pm Depart: C�•`Tt/a
Date Inspection request received: Inspector's Initials: ^�'\
NAME: _ PERM�IT�#:
V d�J s—/
LOCATION: DATE: —
TYPE OF STRUCTURE:
_ Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location JD s
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
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 %"
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 Temp 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: _Y
Outside every bedroom area:
Inter Connected: / Battery 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/'/4 hour fire door/door closer
Duct work Sealed properly _
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area i
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\Buildin9,&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection requesi recei ed:
Queensbury Building &Code Enforcement Arrive: ami part: t1h. pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
VF
NAME: MA-9-C- N_ A-1 LLnq PERMIT#: -200_�5 —1_'74
LOCATION: b-1 &a:: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
ootings
Piers i
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/Wall.pour
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
i
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
LASueHemingway\Building.Codes.InspectionTORM SToundation Inspection Report.doc January 28,2003
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DATE 04/06/05 REF Deck05090 CITY, ST
(800) 555 1212
20'
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3' 6'
OAD AND SUPP R Your deck will support a 98 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT. You selected a height of 36" from the top of decking to level ground.
The top of the deck support posts will therefore be 27.25" above ground level. Your salesperson
can provide information for uneven or sloped ground.
JOISTS: Set joists on top of beams, 16" 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.
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.
8 in.
1 � I
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1x2 stakes
8 in.
142in. I
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Earth-formed i
footing
8 in.. I Tube stabilized Coverspaces if I
by 1 x4s wider than 4 in.
12 in.(6-in.radius)
' I I
This method requires a hole
as wide as the diameter of
the footing,and a pier tube.
24in.\�
\\� Bin.
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. ` i i footing
68, Chapter
STEP --,4r5 STAIRS EXST6iG =X; °�--}I
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2 X 6 fJCSiING EXT�210R - !
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RECEIVED
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4 X 4 2 X Z ; 4LJSTER 16 O.C.
POSE
AT G- O.G_ FLAS4'MG' {� F PARTION
� 2 X 10 P.T.
BALUSTER {l u ' I
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INSTALL DECKING/ O i i ALL?MFOSE MANGER 1 EXlST>riG
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SPACE OF IOP 2 X 8 P.T. i SLL
NAL BETWEEN JOIST cc iv , ! METAL JOIST II JOIST
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rt TAL JOIST JOIST MANGERS ;q I MANGER S 2 X 8 P.T.
MANGERS A - 28 _-��- -fit 2 - 2 X 10 z SPACER BLOCK
cc Bid.T UP GRD<� 4 1/2' LONG
3' FRAMPrG ANGL�, � r =
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