2007-537 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20070537 Date Issued: Wednesday, August 29, 2007
This is to certify that work requested to be done as shown by Permit Number P20070537
has been completed.
Location: 2966 STATE ROUTE 9L
Tax Map Number. 523400-239-020-0001-007-000-0000
Owner. JOSEPH & CYNTHIA DIDIO
Applicant: JOSEPH & CYNTHIA DIDIO
This structure maybe occupied as a:
Unknown
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy 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,Queensbiny,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20070537 Application Number. A20070537
Tax Map No: 523400-239-020-0001-007-000-0000
Permission is hereby granted to: JOSEPH & CYNTHIA DIDIO
For property located at: 2966 STATE ROUTE 9L
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: JOSEPH &CYNTHIA DIDIO Unknown $1,500.00
2966 STATE ROUTE 9L Total value $1,500.00
LAKE GEORGE,NY 12845-5011
Contractor or Builders Name/ Address Electrical Inspection Agency
Plans &Specifications
2007-537
289 SQ FT WOODEN WALKWAY
$20.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,August 24,2008
(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 wn o ee uryj 4t*9-kugust24,2007
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
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TAX MAP NO. PER NO. — '
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G.&CODES APPROVAL
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ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure(house)to include, but
not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3
entitled Accessory Structures-Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS
RECEIVED A VALID BUIL NG PERMIT.-
OWNER: N /3 / GJ INSTALLER/BUILDER:
ADDRESS: fjFIES5 V1I �^---'
PHONE NOS, /,3,C� C1�-S % f e`u `/� "�PHONE NOS.
LOCATION OF PROPERTY: aCl✓ni Nr7v�?S S� J
SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 2 66 13A±M
ESTIMATED COST OF CONSTRUCTION: ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST: _ r
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: c-le PHONE: G r SIC o 7
PROPOSED CONSTRUCTION 1-FLOOR 2NO FLOOR I TOTAL PROPOSED
OOSD
$0.FT. SQ.FT. SO.FT. HEIGHT
&
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH'
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN S
DETA HED GA GE(NO.OF CARS:)
i"
ti✓tS OTH ACCESSORY STRUCTURE: r
'CONSIDE D FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE
STRUC RE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
o 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, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
I have re d and r bove.
Bodes _oueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed Dated: 9 www.aueensbury.net
Town.of Queensbury• Community Development Office - 742 Bay Rocul, Queensbury, NY 12804
B 1-LGL 11-05
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/pm Depart:-)
L��am/pm
Date Inspection request received: _ Inspector's Initials:
NAME: _ PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTUR _
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 @ stairs,decks,patios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in. or more
Exterior F' lete
Interio r ailin s 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum ''/2"
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 rade
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 Tern 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 fire roofing/'/.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.Ins ect' ticker
Flood Plain Certification,if required
Okay to issue C/C or C/O Temporaryermanent
L:\PamW\Building&CodesUnspection Forrns\Res. Final Insp.form 2.docLast printed 2/12/04
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: am/pm am/pm
Date Inspection request received: Inspector's Initials:
e
NAME: D�dl 0
� PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE:
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrai rrmn 'on at Newell Post or Wall
Interi E erio ilin s 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches _
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Batterybackup: /dam
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet 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 Tern 110
Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/<hour fire door/door closer
Duct work Sealed property
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/O[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
STRESS AN}1I,YSIS FOR LEVEL 1
CUS TOM R:
DATE: 06/16/06 DESIGN: DECK04236 REF: 04236114 .ZIP
SALESMAN # 8402
MEMAER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 575 PSF
16IN BENDING 2825 PSY
SHEAR 1678 PSF
COMPRESSION 1064 PSF 575 PSF
BEAMS 2-2X10 DEFLECTION 5979 PSF
FENDING 1092 PSF
SHEAR 632 PSF
COMPRESSION 572 PSF 5' 2 PSF
BOLTS 1/2IN SHEAR 17454 PSF 17454 PSF
POSTS 4X4 STA131LITY 1599 PSF 7.599 PSF
--------------------------------------
TOT.A.L LOAD 5"/2 PSF
DEAD LOAD 10 PSF
LIVE LOAD 562 PSF
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STRESS ANALYSIS FOR LEVEL 4
CUSTOMER:
DATE: 06/16/06 DESIGN: DECK04236 REF: 04236114.ZIP
SALESMAN # 13402
--------------------- ---------------------- ---------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------------
JOISTS 2X8 DEFLECTION 137 PSF
16IN BENDING 119 PSF
SHEAR 130 PSF
COMPRESSION 218 PSF 1.1.9 PSF
BEAMS 2-2XI0 DEFLECTION 390 PSF
BENDING 147 PSF
SHEAR 1.21 PSF
COMPRESSION 304 PSF 121 PSF
BOLTS 1121N SHEAR 5587 PSF 5587 PSF
POSTS 4X4 STABILITY 1112 PSF 1112 PSF
-------------
TOTAL LOAD 119 PSF
DEAD LOAD 1.0 PSF
LIVE LOAD 109 PSF
---------------------------------I-----------------------------
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CUSTOM VIEW
CUSTOMER --
DATE 06/16/06 REF Deck04236
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CURTIS LUMBER CO
460 BIG BAY RD
J QUEENSBURY. N.Y. f
.Q {600) 555 1212
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BEAM LAYOUT FOR LEVEL 4 CURTIS LUMBER 00
CUSTOMER -- 460 BIG BAY RD
DATE 06/16/06 REF Deck04236 QUEENSBURY, N.Y.
(800) 665 1212
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 4' 1 1/2" 2 3' 10"
B 1' S 1/2" 2 1' 2"
C 5' 5112" 2 5' 2"
D 3' 8 1/4" 2 2' 8 1/4"
E 3' 8 1/4" 2 2' 8 1/4"
F 1' S 1/2" 2 P 2"
G 6' 9 1/2" 2 6' 6"
H 2' 9 112" 2 2' 6"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 36 inches.
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BEAM LAYOUT FOR LEVEL 3 CURTIS LUMBER CO
CUSTOMER -- 460 BIG BAY RD
DATE 06/16/06 REF Deck04236 QUEENSBURY, N.Y.
(800) 555 1212
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 15' 10 1/2" 2 1617,
a 15' 10 1/2" 2 15' 7.
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 36 inches.
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BEAM LAYOUT FOR LEVEL 2 CURTIS LUMBER 00
CUSTOMER -- 460 BIG BAY RD
DATE 06/16/06 REF Deck04236 QUEENSBURY, N.Y.
(8001 666 1212
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 3' 10 1/2" 2 3' 7"
B 3' 10 1/2" 2 3' 7"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 36 inches.
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BEAM LAYOUT FOR LEVEL I CURTIS LUMBER 00
CUSTOMER -- 460 BIG BAY RD
DATE 06/16/06 REF Deck04236 OUMSBURY, N.Y.
(8O0) 565 1212
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BEAM BEAM POST' POST
LABEL LENGTH COUNT SPACING
A 3' 5 1/2" 2 3' 2"
B 2' 1 1/2" 2 1' 10"
Post spacing is measured center-to-center.
Depth of post-in-concrete footers --- 36 inches.
...............
_....
PLAN VIEW FOR LEVEL 4 CURTIS LUMBER CO
CUSTOMER -- 460 BIG BAY RD
DATE 06/16/06 REF Deck04236 OUEENSBURY, N.Y.
(800) 555 1212
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LOAD AND SUPPORT; Your deck will support a 108 PSF live load. Posts have 36' below-ground
post support.
DECK AND POST HEIGHT; You selected a height of 39' from the top of decking to level ground.
The top of the deck support posts will therefore be 30.25" above ground level. Your salesperson
con 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.
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PLAN VIEW FOR LEVEL 3 CURTIS LUMBER CO
CUSTOMER -- 460 BIG BAY RD
DATE 06/16/06 REF Deck04236 QUEENSBURY, N.Y.
(800) 555 1212
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LOAD AND SUPPORT: Your deck will support a 45 PSF live load. Posts have 36" below-ground
post support.
DECK AND POST HEIGHT: You selected a height of 60" from the top of decking to level ground.
The top of the deck support posts will therefore be 51.26" 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.
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PLAN VIEW FOR LEVEL 2 CURTIS LUMBER CO
CUSTOMER -- 460 BIG SAY RD
DATE 06/16/06 REF Dock04236 QUEENSBURY, N.Y.
1800) 565 1212
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LOAD AND SUPPORT: Your deck will support a 890 PSF live load. Posts have 36" below-ground
post support,
DECK AND POST HEIGHT: You selected a height of 102" from the top of decking to level ground.
The top of the deck support posts will therefore be 93.25" above ground level. Your salesperson
can provide information for uneven of 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
oil measurements being correct, for verifying that the design fond any substitutions or modifications
that you make) meets all local budding 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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PLAN VIEW FOR LEVEL I C:URTIS LUMBER GO
CUSTOMER -- 460 BIG 13AY RD
DATE 06/16/06 REF Deck04236 QUEENSBURY, N.Y.
(800) 566 1212
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LOAD AND SUPPORT: Your deck will support a 662 PSF live load. Posts have 36" below-ground
post support.
DECK AND POST HEIGHT: You selected o height of 144" from the top of decking to level ground.
The top of the deck support posts will therefore be 135,26" 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 fiat 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.
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