2004-266 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: P20040266 Date Issued: Wednesday, July 28, 2004
This is to certify that work requested to be done as shown by Permit Number P20040266
- has been completed.
Tax Map Number: 523400-301-018-0001-047-000-0000
Location: 33 PEACHTREE Ln
Owner: GERALD &JODI CENTERBAR
Applicant: GERALD &JODI CENTERBAR
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building&Code 1&forcem nt
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040266 Application Number: A20040266
Tax Map No: 523400-301-018-0001-047-000-0000
Permission is hereby granted to: GF,RALD & JODI C'F,NTF,RBAR
For property located at: 33 PEACHTREE Ln
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: GERALD &JODI CENTERBAR
33 PEACHTREE Ln Deck $1,100.00
Total Value $1,100.00
QUEENSBURY, NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-266
192 SQ FT DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, May 05, 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 diorTo Qu epslry;otnes
day, May 05, 2004
SIGNED BY for the Town of Queensbury.
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. 0 L ..,,1�
inspection will be made until applicant has received a valid Fee Paid $ °=. G
building permit. All applicants'spaces on this application must be
pp d Biewe
completed and must appear on the application form Rev Y�
Applicant: �Eodti Certkyhw r' Owrier:ck"a �.`661 Cf-V\kr
Address: 33 'Pbo et ().V1e Address: 33 P yY e-f
C� _L1 l�U-tN.i�� i Z Uf'.�►1��'y r� IQ Il ZED
Phone# Phone#(5L? )
Email Address: Email Address::
Person Responsible for Supervision of Work as Regards to Building Codes:
Name CY—Mo Ge\14e_Y_6 Y Address 33 P
Property Location: Lot Number: / House Number, 3
Subdivision Name:%ef1f\0,1,\ Tax Map Number:_1G/. qq7 `
Estimated Market Value of Construction: $ 1,
❑ Porch
0, Deck
❑ Dock
❑ Boathouse
❑ Other work(describe
Size of structure to be built ,square feet
Submit along with this application:
1 .
I. 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-&B all provisions of the Building Code,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.
Applicant's signature. 1R� Date: �51 3
L-\SueHemingway\Building.Permit.FORMS\Porch.Porch.Permit.doc 8113102 revised per DH
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: any/ t e art::M, 5 am/pm
Date Inspection request received: _ Inspector's Initials. k `
NAME: PERMIT#: "
LOCATION: _ -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 aD,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 ''/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 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:
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/1/4 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 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&CodesUnspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
YN
Foundation Inspection Report I ® —
Office No. (518)761-8256 Date Inspectiof:RMIT
rece'
Queensbury Building&Code Enforcement Arrive: Depart: a
742 Bay Rd., Queensbury,NY 12804 Inspector's Ini
NAME: #:
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LOCATION: �"�,( Q C,tC'p��(� _� CT ON: � ��D
TYPE OF STRUCTURE:
Comments
i
Y N N/A
F otings `
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
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
Framing /Firestopping Inspection Report
Office No. (518) 761-8256 - = Date Inspection re s re iv d:
Queensbury Building&Code Enforcement Arrive: p part:
742 Bay Road,Queensbury,NY 12804 Inspector's Initi
LP LP
NAME: ��bo..r PERMIT#: '�
LOCATION: INSPECT ON: (a :Z l�
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Jack Studs/Headers
,Brcm aging
, oist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 3 6 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %Z(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 %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
LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003
CUSTOM VIEW
CUSTOMER -- ALD CEkTERBAR
DATE 05/02/ RREF,�De
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REVIEWED BY
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TOWN OF QUEENSBURY BUILDING DEPARTMENT
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Based on odr limited examination,
compliance with our comments shall
not be construed as Indicating the
plans and specifications are in full
compliance with the Building Codes CURTIS LUMBER CO. INC.
j of New York State. 460 BIG BAY R D
QUEENSBURY, N.Y.
518-792-8601
BEAM LAYOUT �1 CURTIS LUMBER CO. INC.
CUSTOMER -- GERALD GENTERBAR fah& 460 BIG BAY RD
DATE 05102/04 REF Deck04111 `8 ,/�UEE►ySBURY, N.Y.
1 5i8-792-8601
l6 uo.0
1
1' 10 /4„
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 16, 3 7' 10 114"
Post spacing is measured center-to-center.
Depth of concrete footers - - 48 inches.
a
CUT LIST CURTIS LUMBER CO. INC,
CUSTOMER -- GERALD CENTERBAR 460 BIG BAY RD
DATE 05/02/04 REF Deck04111 QUEENSBURY, N.Y.
618-792-860)
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
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PLAN VIEW CURTIS LUMBER CO. INC.
CUSTOMER -- GERALD CENTERBAR 460 BIG BAY RD
DATE 05/02/04 REF Deck04lll QUEENSBURY, N.Y.
518-792-8601
N
rl rill]
LOAD AND SUPPORT: Your deck will support a 63 PSP 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 25.25" 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 land 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.
CUSTOM VIEW
CUSTOMER 'ERALD CENTERBAR
DATE 05/0 FE Deck04111
:4.
WWI
3' d'gF - a
4
1
CURTIS LUMBER CO. INC,
460 BIG DAY RD
QUEENSBURY, N.Y.
618-792-8601
STRESS ANALYSIS
CUSTOMER: GERALD CENTERBAR
DATE: 05/02/04 DESIGN: DECK04111 REF: 04111145.ZIP
SALESMAN # R. FOOTE 8117
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 214 PSF
16IN BENDING 170 PSF
SHEAR 153 PSF
COMPRESSION 196 PSF 153 PSF
BEAMS 2-2X10 DEFLECTION 190 PSF
BENDING 96 PSF
SHEAR 74 PSF
COMPRESSION 282 PSF 74 PSF
BOLTS 1/2IN SHEAR 1857 PSF 1857 PSF
POSTS 4X4 STABILITY 416 PSF 416 PSF
-----------------------------------
TOTAL LOAD 74 PSF
DEAD LOAD 10 PSF
LIVE LOAD 64 PSF
-------------------------------------------------------
STRINGER 2X12 DEFLECTION 275 PSF
BENDING 256 PSF
SHEAR 201 PSF
COMPRESSION 799 PSF
-----------------------------------
TOTAL LOAD 201 PSF
DEAD LOAD 10 PSF
LIVE LOAD 191 PSF
-------------------------------------------------------
� x
BILL OF MATERIALS
CUSTOMER: GERALD CENTERBAR
DATE: 05/02/04 DESIGN: DECK04111 REF: 04111145.ZIP
SALESMAN # R. FOOTE 8117
UNAVAILABLE COMPONENTS
----------- ----------
NO NO-WOOD=NA AVAILABLE FOR STAIR RISER WITH MINIMUM SIZE 1.00X6.00
---------------------------------------------------------------------------
SUMMARY
---------------------------------------------------------------------------
LUMBER MATERIALS $ 894 .18
OTHER MATERIALS $ 199.24
TOTAL $ 1093 .42
PRICE VALID TODAY ONLY.
---------------------------------------------------------------------------
---------------------------------------------------------------------------
WOOD TYPES USED IN DECK
---------------------------------------------------------------------------
DECK PLANKS PRESSURE-TREATED PINE
JOISTS PRESSURE-TREATED PINE
FASCIA PRESSURE-TREATED PINE
LEDGERS PRESSURE-TREATED PINE
BEAMS PRESSURE-TREATED PINE
GROUND POSTS PRESSURE-TREATED PINE
STRINGERS PRESSURE-TREATED PINE
STAIR TREADS PRESSURE-TREATED PINE
STAIR RISERS NO-WOOD=NAME
RAIL POSTS PRESSURE-TREATED PINE
RAIL CAPS PRESSURE-TREATED PINE
RAIL SPINDLES PRESSURE-TREATED PINE
OTHER RAIL MEMBERS PRES-PURE-TREATED PINE
BILL OF MATERIALS --- OTHER MATERIALS
CUSTOMER: GERALD CENTERBAR
DATE: 05/02/04 DESIGN: DECK04111 REF: 04111145.ZIP
SALESMAN # R. FOOTE 8117
---------------------------------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION
---------------------------------------------------------------------------
JOIST HANGER, 8IN 28SJH 22 EA 8" GALV. HANGER
JOIST HANGER NAILS 8TPG 3 BOX GALV JOIST HANGER NAILS
16D NAILS M116GDN 10 LBS 16D MAZE PTL NAILS
10D NAILS M110GDN 1 LBS 10D MAZE PTL NAILS
12D DECK SCREWS M112GDN 2 LBS 12D MAZE PTL NAILS
8D DECK SCREWS 1212XT 6 BOX 2 1/2" GALV DECK SCREWS
LAG SCREW 126LB 8 EA 1/2"X6" LAG SCREW
WASHER 12W • 80 EA 1/2" WASHER
TIE-DOWN STRAP 1236 13 EA ALL PURPOSE FRAMING ANCHOR
RAILING BOLT, 6IN 126CB 24 EA 1/2"X6" BOLT
NUT 12N 36 EA 1/2" NUT
ANCHOR BOLT 128AB 3 EA 1/2 X 8 ANCHOR
FOUNDATION BRKT, 4X4 1243 3 EA GALV. POST- BRACKET, 4
.BEAM BOLT, 8IN 128CB 6 EA 1/2 X 8 CARRIAGE BOLT
SONO TUBE 10ECT 2 EA 10"X 12' SONO TUBE
CONCRETE, 80LB 80CM 10 BAGS CONCRETE, 80 LB BAG
-------------- -----------------------------------------------------------
---------- ----------------------------------------------------------
-
- r
PRICING LIST --- LUMBER
CUSTOMER: GERALD CENTERBAR
DATE: 05/02/04 DESIGN: DECK04111 REF: 04111145.ZIP
SALESMAN # R. FOOTE 8117
---------------------------------------------------------------------------
WOOD TYPE DESCRIPTION SKU QUANTITY PRICE TOTAL
---------------------------------------------------------------------------
PT PINE 5/4X6 16' 5616T 28 EA 10. 69 299.32
PT PINE 2X6 14 ' 2614T 1 EA 10. 19 10.19
PT PINE 2X6 12 ' 2612T 3 EA 7 . 80 23.40
PT PINE 2X4 16' 2416T 4 EA 7 . 69 30.76
PT PINE 2X2 4' SQ BALL. 224TB 152 EA 1 . 39 211 .28
PT PINE 4X4X16 4416T 3 EA 15.39 46. 17
PT PINE 4X4X10 4410T 2 EA 10 . 43 20.86
PT PINE 2X12 12 ' 21212T 2 EA 19. 09 38. 18
- PT PINE 2X10 16' 21016T 2 EA 18 .99 37. 98
PT PINE 2X8 12 ' 2812T 13 EA 11 . 14 144 . 82
PT PINE 2X8 16' 2816T 2 EA 15. 61 31.22
---------------------------------------------------------------------------
TOTAL PRICE OF LUMBER $ 894 .18
,{ .. v
PRICING LIST --- OTHER MATERIALS
CUSTOMER: GERALD CENTERBAR
DATE: 05/02/04 DESIGN: DECK04111 REF: 04111145.ZIP
SALESMAN # R. FOOTE 8117
------------------------------------------------- -------------------------
DESCRIPTION SKU QUANTITY PRICE TOTAL
---------------------------------------------------------------------------
8" GALV. HANGER 28SJH 22 EA 0 .56 12 .32
GALV JOIST HANGER NAILS 8TPG 3 BOX 2 .59 7 .77
16D MAZE PTL NAILS M116GDN 10 LBS 2 .49 24 . 90
10D MAZE PTL NAILS M110GDN 1 LBS 2 .49 2 .49
12D MAZE PTL NAILS M112GDN 2 LBS 2 .49 4 .98
2 1/2" GALV DECK SCREWS 1212XT 6 BOX 5. 39 32 .34
1/2"X6" LAG SCREW 126LB 8 EA 0. 85 6. 80
1/2" WASHER 12W 80 EA 0. 09 7 .20
ALL PURPOSE FRAMING ANCHO 1236 13 EA 0.32 4 . 16
1/2"X6" BOLT 126CB 24 EA 0.75 18 . 00
1/2" NUT 12N 36 EA 0. 12 4 .32
1/2 X 8 ANCHOR 128AB 3 EA 0. 99 2 . 97
GALV. POST BRACKET, 4 1243 3 EA' 3 .49 10 . 47
1/2 X 8 CARRIAGE BOLT 128CB 6 EA 0. 99 5. 94
10"X 12' SONO TUBE 10ECT 2 EA 12 . 39 24 .78
CONCRETE, 80 LB BAG 80CM 10 BAGS 2.98 29. 80
--------------- - = - -------------------------------------------------------
TOTAL PRICE OF OTHER MATERIALS $ 199.24
PULL LIST
CUSTOMER: GERALD CENTERBAR
DATE: 05/02/04 DESIGN: DECK04111 REF: 04111145.ZIP
SALESMAN # R. FOOTE 8117
---------------------------------------------------------------------------
WOOD TYPE SKU QUANTITY DESCRIPTION
---------------------------------------------------------------------------
PRESSURE-TREATED PINE 5616T 28 EA 5/4X6 16'
PRESSURE-TREATED PINE 2614T 1 EA 2X6 14'
PRESSURE-TREATED PINE 2612T 3 EA 2X6 12 '
PRESSURE-TREATED PINE 2416T 4 EA 2X4 16'
PRESSURE-TREATED PINE 224TB 152 EA 2X2 4' SQ BALL.
PRESSURE-TREATED PINE 4416T 3 EA 4X4X16
PRESSURE-TREATED PINE 4410T 2 EA 4X4X10
PRESSURE-TREATED PINE 21212T 2 EA 2X12 12'
PRESSURE-TREATED PINE 21016T 2 EA 2X10 16'
PRESSURE-TREATED PINE 2812T 13 EA 2X8 12 '
PRESSURE-TREATED PINE 2816T 2 EA 2X8 161
---------------------------------------------------------------------------
_- ot
BILL OF MATERIALS --- LUMBER
CUSTOMER: GERALD CENTERBAR
DATE: 05/02/04 DESIGN: DECK04111 REF: 04111145.ZIP
SALESMAN # R. FOOTE 8117
---------------------------------------------------------------------------
COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE
---------------------------------------------------------------------------
DECKING 5616T 26 EA 5/4X6 16' PT PINE
RAIL CAP 2614T 1 EA 2X6 14' PT PINE
RAIL CAP 2612T 2 EA 2X6 12 ' PT PINE
HORIZONTAL RAILS 2416T 3 EA 2X4 16' PT PINE
VERTICAL RAILS 224TB 66 EA 2X2 4' SQ BAL PT PINE
RAIL POST 4416T 3 EA 4X4X16 PT PINE
STAIR POST 4410T 1 EA 4X4X10 PT PINE
STAIR STRINGER 21212T 2 EA 2X12 12 ' PT PINE
STAIR TREAD 5616T 2 EA 5/4X6 16' PT PINE
BEAMS 21016T 2 EA 2X10 16' PT PINE
JOISTS 2812T 11 EA 2X8 12 ' PT PINE
RIM BOARD 2812T 2 EA 2X8 12 ' PT PINE
RIM BOARD 2816T 2 EA 2X8 16' PT PINE
STAIR HANDRAIL/CAP 2612T 1 EA 2X6 12' PT PINE
HORZ. STAIR RAILS 2416T 1 EA 2X4 16' PT PINE
VERT. STAIR RAILS 224TB 86 EA 2X2 4' SQ BAL PT PINE
GROUND POSTS 4410T 1 EA 4X4X10 PT PINE
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