2002-420 TOWN OF QUEENSBURY
Foirs
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20020420 Date Issued: Friday, May 23, 2003
This is to certify that work requested to be done as shown by Permit Number P20020420
has been completed.
Tax Map Number: 523400-265-000-0001-075-000-0000
Location: 1376 BAY Rd
Owner: TODD & ELIZABETH HUBER
Applicant: TODD & ELIZABETH HUBER
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
1. _.
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
ea, 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
ION
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20020420 Application Number: A20020420
Tax Map No: 523400-265-000-0001-075-000-0000
Permission is hereby granted to: TODD & ELIZABETH HIJBRR
For property located at: 1376 BAY 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. Type of Construction Value
Owner Address: TODD & ELIZABETH HUBER 1,100.00
1376 BAY Rd Deck
Total Value 1,100.00
LAKE GEORGE,NY 12845
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2002-420
296 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, May 30,2003
(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 own f lens• • ; / hursday,May 30,2002
fi
11
SIGNED t for the Town of Queensbury.
Director of Building&Code Enforcement
_
TOWN OF QUEENSB0RY Fee Paid
BUILDING & CODES DEPARTMENT 'Perm�t #
� APPLICATION FOR: PORCHES-
DECKS-DOCKS & BOATHOUSES Est.* "tost
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A PERMIT MUST BE" O8TAlNED BEFORE BEGINNING CONSTRUCTION'. PLEASE ANSWER ALL Or T>{E' FOLLQWlNG:
The undersigned hereby applies for a Building Permit to do the following work which wil7 be
done in accordance with the description, plans and specifications b itt d d such special
conditions as may be indicated on the permit. TWO SETS OF STRUCTURAL PLANS SHALL BE SUBMITTEDWITH THIS APPLICATION.
Owner of Property: 7"o-'90
Property Location 51
Subdivision Name (If applicable)
PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES:
Name: Address 5�,y Phone#1
BUILDING SPECIFICATIONS:
Type of work to be done: Porch �eck,3 Dock Boathouse. (Circle one)
Size of Structure to be built (s uare footage) : C91 �,6-1,
Foundati,on Material : '- Width Thickness .5��
~~p~^ of ^ ~~~''^y below grade-
Size of Posts
� s or Studs:
u s: n gLomg �
-'-- of"Floor -_'_--' ~ ~ SpanDecking. or Flooring Material : 49rr &_-7?-
How will Porch *or Deck be fastened to buildi ? F/e
If Roof. Will Be Installed, Answer Following- Questions: -`,0R;=0FRVED
Size of Posts or Studs: x x Long
Roof Tr usses (pre-engineered spacing): Span -TOMINOFOUEENSBURY'
1�4KIG AND CODE
Type of Roof:: Sloped Flat Shed Other (CircTe One
Material of Roof:
ZON.ING INFORMATION:
TWO AND SUBMITTED, drawn reasonably to scale and � aohed
,hereto, showing� distinctly -° whether existing nr proposed d
Indicate all set back dimensions from property lines. Show location of water supply 'and
location and configuration of septic disposal area-.
Size of Property: 2 1 C2
� ft. x ft.
Existing buiTdYng(o): Size 2 4/ ft. x 6L? ft. '
Size f�. u �---- ft.
Use of Existing buildfng(s):---- ---- -
'
Proposed structure, distance from property line:
.' � . Front yard ft. Rear yard ft. '
Side yards f±. and ft.------- |
' If on corner, auk from side street: ft. /
DEdARATD0N .
-To the bast of my knowledge and belief the statements contained in this appJi
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 o �the
Building Code, the Zoning Ordinance, and all other laws pertaining to the proposed rk
shall be complied with. whether specified or not, and that such work is authorized the
owner.
owner. / '
'
DATE: SIGNATURE
. _---. . Owner's ..g^. e Con
REVIEWED BY CODE ENFORCEMENT OFFICER, DATE SIGNATURE
V\Residential Final Inspection Q
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: a ij ZDepart: arrr/ptn�
742 Bay Rd., Queensbury,NY 12804 Inspector's Initial s' I�-�
NAME: t l�f \ "-\--kbp PERMIT#:
LOCATION: j —1 P � .�. �, CY DATE: 5 c \ 0
TYPE OF STRUCTURE: � 5>
Comments
N N/
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof ""`°'
Roof Complete
Guard 30 in.or more @ stairs,decks,pat'.s
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in.or mor-
Exterior Finish Complete
Interior/Exterior Railings 34 in.t. 38 in. ✓
Platform at all exterior doors
Interior Handrails stairs 2 or mo e risers
Grade away from foundation 6. . with 10 ft.
Handrail Termination at Newe 1 Post or Wall
8 inch clearance to sill plate
Gas Valve shut-off exposed/ egulator 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 op- ating
Low water shut-off boiler
Relief Valve(s)installed
Interior privacy!trim/doors/ .in entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing
Window in stairwells safety glazin:
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery ba,kup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,0►I sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3/4 hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In acces.ible area
Crawl Spaces 18"x 24"access, 1 sq. ft.-1,0 sq. ft.vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. nspection Sticker
Flood Plain Certification, if required
Okay to issue C/C(Cert. Of Compliance)
Okay to issue Temporary C/0(Cert. Of Occupancy)
Okay to issue Permanent C/0(Cert. Of Occupancy)
L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003
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( DEPT. OF COMMUNITY DEVELO(N:ii,
ZONING OFFICE
742 BAY ROAD
QUEENSBURY NY 12804
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PLAN VIEW FOR LEVEL I r`l �t� CURTIS LUMBER CO
CUSTOMER -- TODD HUBER 460 BIG BAY ROAD
DATE 05/17/02 REF Deck02137 QUEENSBURY NEW YORK
(800) 555 1212
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LOAD AND SUPPORT: Your deck will support a 63 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 64" from the top of decking to level ground.
The top of the deck support posts will therefore be 55.25" 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.
TOWN OF Q U .E °" w U RV
BUILDING / ; • ' Tirt
REVIEWED BY � 44T
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DATE .CIx, P
PLAN VIEW FOR LEVEL 2 CURTIS LUMBER CO
CUSTOMER -- TODD HUBER 460 BIG BAY ROAD
DATE 05/17/02 REF Deck02137 QUEENSBURY NEW YORK
(800) 555 1212
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LOAD AND SUPPORT: Your deck will support a 206 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 57" from the top of decking to level ground.
The top of the deck support posts will therefore be 48.25 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.
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STRESS ANNASI FOR LEVEL 1
CUSTOMER: TODD HUBER
DATE: 05/17/02 DESIGN: DECK02137 REF:
SALESMAN #
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 263 PSF
16IN BENDING 226 PSF
SHEAR 167 PSF
COMPRESSION 269 PSF 167 PSF
BEAMS 2-2X10 DEFLECTION 154 PSF
BENDING 86 PSF
SHEAR 74 PSF
COMPRESSION 332 PSF 74 PSF
BOLTS 1/2IN SHEAR 2967 PSF 2967 PSF
POSTS 6X6 STABILITY 974 PSF 974 PSF
TOTAL LOAD 74 PSF
DEAD LOAD 10 PSF
LIVE LOAD 64 PSF