2008-229 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. P20080229 Date Issued: Tuesday, June 10, 2008
This is to certify that work requested to be done as shown by Permit Number P20080229
has been completed.
Tax Map Number. 523400-253-003-0001-040-000-0000
Location: 12 KNOLLS Dr
Owner. SCOT & DEBORAH SMITH
Applicant: SCOT & DEBORAH SMITH
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance 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,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080229 Application Number: A20080229
Tax Map No: 523400-253-003-0001-040-000-0000
Permission is hereby granted to: SCOT &DEBORAH SMITH
For property located at: 12 KNOLLS Dr
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: SCOT & DEBORAH SMITH
12 KNOLLS Dr Deck $3,000.00
QUEENSBURY, NY 12804 Total Value $3,000.00
Contractor or Builder's Name / Address Electrical Inspection Agency
RL CHASE BUILDERS
20 MARION Ave
SOUTH GLENS FALLS, NY 12803-0000
Plans&Specifications
2008-229
280 SQ FT DECK
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, May 23, 2009
(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 Tow of Que nsb Fr' y ay 23, 2008
SIGNED BY dd for the Town of Queensbury.
IV—
Director of Building&Code En orcement
Fiivv_________� �-I �FICEUSEONLY .�.__-..TAX MAP NO, PERMIT NO. � I ,4 1
a t
FEE PAID &CODES APPROVAL I LL
LDING
Ui --------------------------- r-r--r- _ ri�aJe-iDG
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 BUILDING PERMIT,. �J 2
OWNER: S c O S > >1 INSTALLERIBUILDER: �, 1 L` C Ar-S v (`'
ADDRESS:_J1. Imo( ,-_6 ADDRESS: A0 Y)Gi--1 UYL /4,—k, 5 6
PHONE NOS. PHONE NOS. ✓�G� G \4=
LOCATION OF PROPERTY: SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION:
ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: (�lC PHONE: 3 G 1�G
st Hn
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL PROPOSEDHEIGH
Q. T
FT. SQ.FT. SQ.FT. FT.&
3 SEASON,COVERED OR ENCLOSED PORCH-
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS:
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To 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 read and agree 0 t bove. codes@aueensburv.net
_ VISIT OUR WEBSITE FOR MORE INFORMATION
Signed _ Dated: ` www•aueensburv.net
Town of Queensbury• Community Development Office• 742 Bay Road, Queensbury, NY 12804
B 1-LGL 11-05
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: �-
Queensbury Building&Code Enforcement Arrive: am/ Depart am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: `
NAME: PERMIT#: 6D
LOCATION: r—, INSPECT ON:
TYPE OF STRUCTURE:
Comments
N N/A
oot'
ers
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
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation 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.
LABuilding&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Queensbury Building & Code Enforcement - esidential final Inspection
Office No. (518)761-8256 Arrive: am/ part. am/pm
Date Inspection request received: Inspector's Initials:
NAME: PERMIT
LOCATION: DATE: .-
TYPE OF STRUCTURE:
Comments"
Yes No WA
4' Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location lV
Fresh Air Intake
3 inch PlumbingVent through roof minimum 6 inches `
Roof Complete/Exterior Finish Com
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks, more than 30 inches above rode
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Bderior RallhXp 34 inches to 38 inches j
Deck Brae /Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off wposed/regulator 18 indues above grade
Interior privacy/trim/doors/main entrance 36 indm
Bathroom/Kitchen watertight
Safety glazing/Win iowcf in stairwells safety g!"
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 indres x 22 inches x 30 inches in acoessible
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fbdures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergencyress below grade
Gas Fumace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operaft
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsurn
Basement stairs closed rise>4 inches
Garage Floor Pkhed
Garage&Woofing/%hour fire door/door doser
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance reqtAred
Flood Plain Certification,if required
Okay to issue C/C or C 10 Tem /Permanent
LA3uilding&Codes FormMSu ilding&Codesllnspection Formsftsidential Final Inspection Form_revised_100405.doc,Revised
January 7,2008
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Plan View Iso(Front,Right,Top)View
Front Elevation Right View
Construction Tube \
4 l
Concrete
Reber* (if necessary)
Center rebar in place
as concrete is poured t
Cut cone to size of
Construction Tube
2 Reber Tie "Holes"
on all 4 corners
*Use of Structural
Steel should be 1
approved&
designed by a
qualified engineer TubeBaSeTM
#IC .
20'
� u
d
41
0
0
X
CU
04 Post 2-2x10 Beam
E
A A A A A A A A A A A A A A A A A A A
E B D H
C
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (19) 11' 9" F cap 5' 5 114"
B rim 11' 9" F section 5' 7 3/4"
C rim 20' G cap 6' 2 1/4"
D rim 11' 9" G section 6' 4 3/4"
E rim 20' H cap 5' 5 1/4"
H section 5' 7 3/4"
STRESS ANALYSIS
CUSTOMER:
DATE: 05/15/08 DESIGN: DECK08136 REF:
SALESMAN ##
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X10 DEFLECTION 282 PSF
12" BENDING 226 PSF
SHEAR 204 PSF
COMPRESSION 262 PSF 204 PSF
BEAMS 2-2X10 DEFLECTION 104 PSF
BENDING 60 PSF
SHEAR 56 PSF
COMPRESSION 376 PSF 56 PSF
BOLTS 1/2" SHEAR 1485 PSF 1485 PSF
POSTS 4X4 STABILITY 333 PSF 333 PSF
-----------------------------------
TOTAL LOAD 56 PSF
DEAD LOAD 10 PSF
LIVE LOAD 46 PSF
-------------------------------------------------------
10' 1 1/4'
A
FFF �� �� �� �� �� = 1' 10 3/4"
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 20' 3 9' 4 1/4"
Post spacing is measured center-to-center.
N N N N N N N N N N N N N N N N N N N N N N N N N N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
. . . . . . . . . . . . . . . . . . . . . . . . . .