2004-581 TOWN OF QUEENSBURY ' t
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20040581 Date Issued: 'Monday, September 27, 2004
This is to certify that work requested to be done as shown by Permit Number P20040581
has been completed.
Tax Map'Number: 523400-296-008-0001-025-002-0000
Location: 3 WAVERLY PI
Owner: ROBERT & EILEEN MURPHY
Applicant: EILEEN & ROBERT MURPHY
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
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: P20040581 Application Number: A20040581
Tax Map No: 523400-296-008-0001-025-002-0000
Permission is hereby granted to: F,f F,F,N&R0'BF,RT W TRPHY
For property located at: 3 WAVERLY Pl
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: MICHAELS GROUP LLC THE
10 BLACKSMITH Dr Deck $5, 00
Total Value $5,000. 0
00
MALTA, NY 12020-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-581
240 SQFT DECK
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 02, 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' WIN14QueenAury. o day,August 02, 2004
SIGNED BY ` for the Town of Queensbury.
Director of Building&Code nforcement
Torch, 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 $ Q
building permit. All applicants'spaces on this application must be Reviewed B
completed and-must appear on the application form.
Applicant: 4'4'/-1 U 1� Owner:3 ww{/ G
Address• Address:
Phone#(•SM 7f.Z-490 _ Phone#(_) -
Email Address: Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes:
Name5;�,,;�,C� a.RPI/ Address: IZj,4✓E'Rl �• Phone, 9.a-/�a8"
Property Location: Lot Number: / House Number /
Subdivision Name: U)tg t)S RZ y ?14C d— Tax Map Number:
Estimated Market Value of Construction:$-.-d0d.
❑ Porch
JX, Deck
❑ Dock
_ ❑ Boathouse co,
p1 ��,� 1�
❑ Other work(describe lJ y
Size of structure to be built square feet c `Z
ENSg�R`l
Submit along with this application: �pW��
V�
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 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 signatur Date: �� 0
L:\SueHemingway\Building.Permit.FORMS\Porch.Porch.PermiLdoc 8/13/02 revised per DH
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/p D art: pm
Date Inspection request received: '1 0 _ Inspector's Initials: 1,
NAME: PERMIT#: �(�
LOCATION: DATE: 112b Q-
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimne •Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6" A
Roof Complete/Exterior Finish Complete
Guard 30 in.or more(o)stairs,decks,patios
Guard at stairwell at 34 in. or more �-
Guard at deck,porches 36 in. or more J
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 b 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\i
Interior privacy/trim/doors/main entrance 36 in. /
Bathroom/Kitchen watertight i
Safety glazing/Window in stairwells safety glazing/
Interior Smoke Detectors:
Every level: / Every Bedroom: i
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/'/o hour,.fire door/door closer
Duct work Sealed properly,,,'
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in..it 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 stem/Sewer Dept.Inspection Sticker
Flood Plain C rti t tion,if required
Okay to issue LC/C r C/O Temporary/Permanent
L:\PamW\Building&CodesUnspection Forms\Res. Final Inso.form 2.docLast printed 2/12/04
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 91914
' 1 TO •
Queensbury Building& Code Enforcement Arrive: am/p ,pD,�part: -am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: V_L�
NAME: PERMIT#: d11J0
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
Jack Studs/Headers
Bracing/Bridging �S��L L Z L OCk�
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
LASueHerningway\Building.Codes.Inspection.FORM STraming Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection req st r e' e
Queensbury Building& Code Enforcement Arrive: r/p Depart: :-- -
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi Is:
NAME: _ _ _ PERMIT#: 0 q
LOCATION: \, _ INSPECT ON:
TYPE OF STRUCT
Comments
---- — `—�$--- Y N N/A o "�J
ootmgs
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 i 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/Cropper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASucHcmingway,Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003
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CUSTOM VIEW
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DATE 07/21/04 REF Deck04203
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CURTIS LUMBER CO. INC.
460 BIG BAY RD
QUEENSBURY, N.Y.
518-792-8601
ACURTIS
.raBEAM LAYOUT LUMBER CO. INC.
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CUSTOMER - c� _ 460 BIG BAY RD
DATE 07/21/04 REF Deck04203 =rlI QUEENSBURY, N.Y.
518-792-8601
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 8' 1 1/2" 3 3' II"
B 4' 6" 2 3' 1 1/2"
C 4' 1 3/4" 2 2' 9 1/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48 inches.
CUSTOM VIEW
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CURTIS LUMBER CO. INC.
460 BIG BAY RD
QUEENSBURY, N.Y.
5I8-792-8601
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CU PLAN VIES' CURTIS LUMBER CO. INC.
STOMER -- 460 BIG BAY RD
DATE 07/21/04 REF Deck04203 QUEENSBURY, N.Y.
516-792-8601
16'
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10,
LOAD AND SUPPORT: Your deck will support a 73 PSF live load. Posts have 48" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground.
The 'top of the deck support posts will therefore be 13.26" 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.
CROSS SECTION
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CURTIS LUMBER CO. INC.
460 BIG BAY RD
QUEENSBURY, N.Y.
518-792-8601
CPOSS SECTION
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CURTIS LUMBER CO. INC.
460 BIG BAY RD
QUEENSBURY, N.Y.
518-792-8601
, STRESS ANALYSIS
CUSTOMER:
DATE: 07/21/04 DESIGN: DECK04203 REF: 04203134 . ZIP
SALESMAN * 8402
-------------------------------------------------------
MEMBER STRESS FACTOR, COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
_ _ - -----------------------------------
-Ji
JOISTS W16
DEFLECTION 84 PSF
IN BENDING 86 PSF
SHEAR 103 PSF
COMPRESSION 140 PSF 84 PSF
BEAMS 2-2X10 DEFLECTION 1218 PSF
BENDING 323 PSF
SHEAR 159 PSF
COMPRESSION 218 PSF. 159 PSF
BOLTS 1/2IN SHEAR. 2832 PSF 2832 PSF
POSTS 4X4 STABILITY 639 PSF 639 PSF
TOTAL LOAD 84 PSF
DEAD LOAD 10 PSF
LIVE LOAD 74 PSF .
-------------=-----------------------------------------
STRINGER 2X12 DEFLECTION 906 PSF
BENDING 577 PSF
SHEAR 333 PSF
COMPRESSION 1198 PSF
-----------------------------------
TOTAL LOAD 333 PSF
DEAD LOAD 10 PSF
LIVE LOAD 323 PSF
--------------"-----------------------------------------
.BILL OF MATERIALS --- LUMBER
CUSTOMER:
DATE: 07/21/04 DESIGN: DECK04203 REF: 04203134 .ZIP
SALESMAN # 8402
--------------------------------------------------=------------------------
COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE
---------------------------------------------------------------------------
DECKING 5612T 2 EA 5/4X6 12 ' PT PINE
DECKING . 5616T 32 EA 5/4X6 1'6' PT PINE
RAIL CAP 2610T 1 EA 2X6. 10 ' PT PINE
RAIL CAP 2612T 2 EA 2X6 12 ' PT PINE
HORIZONTAL RAILS 2416T 6 EA 2X4 16' PT PINE
VERTICAL RAILS 224TB 49 EA 2X2 4 ' SQ BAL PT PINE
SCREEN POST 2414T 5 EA 2X4 14 ' PT PINE
SCREEN CAP 2414T 1 EA 2X4 14 ' PT PINE
RATL POST- 4416T 3 EA 4X4X16 PT PINE
STAIR POST 4410T 1 EA 4X4X10 PT PINE
STAIR STRINGER 21212T 1 EA 2X12 12 ' PT PINE
STAIR TREAD 5610T 2 EA 5/4X6 10" PT PINE .
JOISTS 2814T 1 EA 2X8 14 ' PT PINE
JOISTS 2816T 10 EA 2X 1l PT PINE
RIM BOARD 2814T 2 EA 2X 14 ' PT PINE
RIM BOARD 2810T 1 EA 2X 10' PT PINE
RIM BOARD 2812T 1 EA 2112 ' PT PINE
RIM BOARD 2816T - 1 EA 2X,,W 6' PT PINE
STAIR HANDRAIL/CAP 268T 1 EA 2X6W PT PINE
HORZ . STAIR RAILS 248T 1 EA -2X4 8 ' PT PINE
VERT. STAIR RAILS. 224TB 16 EA. 2X2 4 ' .SQ BAL PT PINE
GROUND POSTS 4414T 1 EA 4X4X14 PT PINE
---------------------------------------------------------------------------
,BILL OF MATERIALS --- .OTHER MATERIALS
CUSTOMER:
DATE: 07/21/04 DESIGN: DECK04203 REF: 04203134 .ZIP
SALESMAN # 8402
-----------------------------------------------------=----------------------
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 13 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 8 BOX 2 1/2" GALV DECK SCREWS
LAG SCREW 126LB 8 EA 1/2"X6" LAG SCREW
WASHER 12W 136 EA 1/2" WASHER
TIE-DOWN STRAP 1236 13 •EA ALL PURPOSE FRAMING ANCHOR
LATTICE 4X8 4896TL 4 EA LATTICE 4 'X8 '
RAILING BOLT, 6IN 126CB 36 EA 1/2"X6". BOLT
NUT 12N 64 EA 1/2" NUT .
ANCHOR BOLT 128AB 7 EA 1/2 X 8 ANCHOR
FOUNDATION BRKT, 4X4 1243 7 EA GALV. POST BRACKET, 4
BEAM BOLT, 8IN 128CB 14 EA 1/2 X 8 CARRIAGE BOLT
SONO TUBE 10ECT - 4 EA 10"X 12 '. SONO TUBE
CONCRETE, 80LB 80CM 23 BAGS CONCRETE, 80 LB BAG
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