2004-327 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: P20040327 Date Issued: Friday, June 25, 2004
This is to certify that work requested to be done as shown by Permit Number P20040327
has been completed.
Tax Map Number: 523400-301-006-0002-060-000-0000
Location: 24 WESTLAND Ave
Owner: JAMES DAVIS
Applicant: JAMES DAVIS
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
r: J4 A-
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
BUILDING PERMIT
Permit Number: P20040327 Application Number: A20040327.
Tax Map No: 523400-301-006-0002-060-000-0000
Permission is hereby granted to: JAMF,S DAVIS
For property located at: 24 WESTLAND Ave
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: JAMES DAVIS
HEATHER MATTISON Deck • $7, 00
Total Value $7,900.00
24 WESTLAND Ave
QUEENSBURY, NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
i
Plans&Specifications
2004-327
525 SQ FT DECK
$52.50 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, June 07, 2005
(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 ensb d e 07, 2004
for the Town of Queensbury.
SIGNED BY Q r3'
Director of Building&Code Enforcement
Porch, Deck, Dock, or Boathouse Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY
'(518)761-8256
A permit must be obtained before beginning construction. No. Permit File No.
inspection will be made until applicant has received a valid Fee Paid $
building permit—All applicants'spaces on this application must be Reviewed By:
completed and must appear on the application form.
n
Applicant: [.c,-r Owner: jomps Dcly S
Address: j i�%FCIL�a�f tS Address: M ,
0!;w s Inc s lay /2,9u1 (-�x 1 een s bt)r u , NT%04
Phone#(_r-f) �3 - 17 Phone#(5 1 )1-U-,3]3
Email Address: 1� �7�S} �; �s4 ,t.• Email Address:1 lh r'ydG1 UPS" vc-r)zQn ne
, Ccvvl
Person Responsible for Supervision of Work as Regards to Building Codes:
Name %SeniT IL9 L[3,.:4,/m6 Address: jtrlert4Sw+ m' Phone XS3 '
L&" G
Property Location: Lot Number; / House Number f 4
Subdivision Name:)rlle� /,�.c�L� � f`` a" Tax Map Number: ,�o!• b-1� ��
Estimated Market Vall of Construction: $
.
a, Porch
Deck �
Li Dock
❑ Boathouse TOU/N OF
❑ Other work(describe �Ui�®INS UFrENSBURY
Size of structure to be built 61 square feet
Submit along with this application:
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions from all property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed, indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof. sloped, flat, shed, or
other. Indicate the type of material being used for the roof.
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this 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 rovisions of the Building Code,the Zoning Ordinance and all other laws
pertaining to the proposed w s ll be complied wi vuli _cified or noted,and that such work is
authorized by the owner.
Applicant's signature' Date:
L:\SueHemingway\Building.Permit.FORMS\Porch.Porch.Permit.doc 8/13/02 revised per DH
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/ n epart: am/pm
Date Inspection request received: _ Inspector's Initials:
NAME: y C�Jyv���o ra \� _�j PERMIT#:
LOCATION: L- P DATE:
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney 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 c 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 lzin
Interior Smoke Detectors:
Every level: / Every Bedroom:
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/3/4 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
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 Surve of Plan
As Built Se tic Nstem./Sewer Dept. In ec ' n St ker"
Flood PlainKertifi tion, if required
Okay to iss e C/C r C/O [Tem orar /Permanen
L:\PamW1Buil mg&Codes\lnspection Forms final Insp. form 2.docLast printed 2/12/04
- q ��r , ls' 6-P
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection requ st received:
Queensbury Building& Code Enforcement Arrive: am/ epart: ai pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: ��� > PERMIT#: — e
LOCATION: INSPECT ON: G'
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing �fr
ac 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 '/2 (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 snow 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
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
i
PLI
Foundation Inspection Deport
Office No. (518) 761-8256 Date Inspection requ t received: / (-1 G S�
Queensbury Building&Code Enforcement Arrive. am/p Depart. am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials.
NAME: � r S
1 PERMIT#: �
LOCATION: / F INSPECT ON: a Gt
TYPE OF STRUCTURE:
Comments
Y N/A
F gs
pt/ GJ
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 puI pose 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 Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
CUSTOM VIEW RECENE
CUSTOMER -- SM ENTERPRISES
DATE 05/04/04 REF Deck04125 lyjH f 17 2004
TOWN OF QUEENSSURY,
6UIr IiY30 Cnr
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BUILDING & Co E r-T.
REVIEWED BY
DATE
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46(
FILE -COPY QUI
518
TOWN OF QUEENSBURY BUILDING DEPARTMENT
Based on our limited examination,
cornppliancp with our comments shall
ot be construed as indicating the
Plans and specifications are in full
compliance with the Building Codes
of New York State.
;4
CUSTOM
CUSTOMER -- SM ENTERPRISES
DATE 05104104 Deck04125
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CURTIS LUMBER
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QUEENSBURY, N.Y.
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PLAN VIEW CURTIS LUMBER CO. INC.
CUSTOMER -- SM ENTERPRISES 460 BIG BAY RD
DATE 05/04/04 REF Deck04125 QUEENSBURY, N.Y.
518-792-8601
24,
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4 16, 4
LOAD AND SUPPORT: Your deck will support a 61 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 48" from the top of decking to level ground.
The top of,the deck support posts will therefore be 37.25" 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.
PLAN VIEW CURTIS LUMBER CO. INC.
CUSTOMER -- SM ENTERPRISES 460 BIG BAY RD
DATE 05/04/04 REF Deck04125 QUEENSBURY, N.Y.
518-792-8601
24'
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L*
p
4' ]6' 4'
LOAD AND SUPPORT: Your deck will support a 61 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 48" from the top of decking to level ground.
The top of the deck support posts will therefore be 37.25" 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.
BEAM LAYOUT CURTIS LUMBER CO. INC.
CUSTOMER -- SM ENTERPRISES 460 BIG BAY RD
DATE 05/04/04 REF Deck04125 QUEENSBURY, N.Y..
518-792-8601
2' 1/4'
TF
7' 10 3/4'
17' 4 1/4'.
2' 9 1/4"
E
5' 9 1/2"
11 1%2'
F
4' 6 1/4'
2 S 3/4" .
N _ 0i iu
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 5' 10 1/4" -2 4-5 3/4"
B 4' 6" 2 3' 1 1/2"
C 23' 9" 5 5' 10 1/4"
D 2' 5" 2 2' I I/2"
E 20' 1 1/2" 4 6' 7 1/4"
F 14' 9 1/2" 3 7' 3"
Post spacing is measured center-to-center.
Depth of concrete footers. -- 48-inches.
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STRESS 'ANALYSIS
CUSTOMER: SM ENTERPRISES
DATE: 05/04/04 DESIGN: DECK04125 REF:
SALESMAN # 8117 R. FOOTE
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------- ----------------------
JOISTS 2X8 DEFLECTION 191 PSF
16IN BENDING 156 PSF
SHEAR 146 PSF
COMPRESSION 189 PSF 146 PSF-
BEAMS 2-2X10 DEFLECTION 247 PSF
BENDING 107 PSF
SHEAR 72 PSF
COMPRESSION 215 PSF 72 PSF
BOLTS 1/2IN SHEAR 1722 PSF 1722 PSF
POSTS 4X4 STABILITY 380 PSF 380 PSF
----=------------------------------
TOTAL LOAD 72 PSF
DEAD LOAD 10 PSF
LIVE LOAD 62 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 210 PSF
BENDING 212 PSF
SHEAR 180 PSF
COMPRESSION 727 PSF
------------------=----------------
TOTAL LOAD 180 PSF
DEAD LOAD 10 PSF
LIVE LOAD 170 PSF
-------------------------------------------------------
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