2008-589 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. P20080589 Date Issued: Tuesday, November 03, 2009
This is to certify that work requested to be done as shown by Permit Number P20080589
has been completed.
Tax Map Number. 523400-301-012-0001-007-000-0000
Location: 9 HEINRICK Cir
Owner. LOUIS & FAITH BELISLE
Applicant: LOUIS & FAITH BELISLE
This structure maybe 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, VVV
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: P20080589 Application Number. A20080589
Tax Map No: 523400-301-012-0001-007-000-0000
Permission is hereby granted to: LOUIS &FAITH BELISLE
For property located at: 9 HEINRICK Cir
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 QueensburyZoning
Ordinance. Type of Construction Value
Owner Address: LOUIS &FAITH BELISLE
9 HEINRICK Cir Deck
QUEENSBURY,NY 12804 Total value
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2008-589
227 sq ft deck
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,November 20, 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 th To f ry; ay,November 20, 2008
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
i I___ _ ___ I - -
,
-�� OFFICE USE
,� -TAX MAP NO. PERMIT NO. 0� S87 ; 0 Date Stamp 00
,
FEE PAID BLDG. &CODES APPROVAL 0
I ,
' 0
'---------------------------------------------------------------! '------------------------�
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.
OWNER: Louisc& Faith Belisle INSTALLER/BUILDER: Owner
ADDRESS: 9 Heinrlck Circle ADDRESS:
PHONE NOS. 793-3937 PHONE NOS.
LOCATION OF PROPERTY: 9 Heinrick Circle SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: Back (West) side of house
ESTIMATED COST OF CONSTRUCTION: $ 3000 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? NO
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Lou Belisle PHONE: 793-3937 or 745-2944
sr No PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK 227
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, QUESTIONS? CALL 761-8256 OR EMAIL
showing actual location of all new construction. Codes .gueensburry.net
I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
Signed c� � �� Dated: �� 3� ��
Name/Title(Printed) ��V r S �L kS'L , Vy 1•t�R
Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
� i
Queensbu rY Building & Code En orce n -n R siden ' I Final Inspection
ce No. (518)761-8256 Arrive: am/pm rt: � '\am/pm
Da Inspection request received: Inspector's Initials:
NAME: J PERMIT#: ^
LOCATION: DATE: 4 �j
TYPE OF STRUCTURE: /
Commends:
Yn
A
,V 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 _
Handrail 4 or more risers
Guards at stairs decks atios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off!w osed/TRulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safetv alazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches (height) in ac oessible area
Crawl Spaces 18 inch x 24 inch access, 1 N.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency ress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to fumace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs dosed rise>4 inches
Gars a Floor Pitched
Gara a fire rootin %hour fire door/door closer
Duct work Sealed properly
Gas Logs in Seeded or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Are Fault Breaker in Bedrooms
Flex Gas Pipe Bon din
As Built Septic System I Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C I C or C 10 Temporary I Permanent
LABuilding&Codes Forms\Building&Codes\Inspection FormMl1esidential Final Inspection Forrn_revised_100405.doc;Revised
January 7,2008;Revised 8/26/08
Framing / Firestopping Inspection Repo
Office No. (518)761-8256 Date Inspection quoii Yea.
Queensbury Building&Code Enforcement Arrive: f Doi :CA Atea.
742 Bay Road, Queensbury, NY 12804 inspector's t �
NAME: ' - PERMIT#:
LOCATION: r INSPECT ON: T - ,
E OF STRUCTURE:
Y N WA COMMENTS'
Framing
cxess 220 x 30' minimum
Jack Studs/Headers f - '
Bracing/Bridging `
Joist hangers
Jadc Posts/Main Beams
Exterior sheeting nailed properly
12 O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 % w 16 a e 8 16D nails each We
Draft stopping 1,000 sq.ft. floor trusses
Anchor Bolts 6 ft or less on center
ice and water 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'A inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceilin II
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. OM
5.7 sf above/below grade
5.0 sf grade
LABuk1ft&Codes Fotms-01-13413uilding&C®desWmpec*m Fam TMff ifp F"doppirg;Inspec bm RapOrt.dm Revised Jankaq 7,2008
id,
7
Foundation Inspection Report
Office No.(518)761-8256 Date Inspqct1on e v :
Queensbury Building&Code Enforcement Arrive: Io 4D Depart: I:r-> :�am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi
NAME: ,_ T#: O � �
LOCATION: V 64i SPECT ON: --
TYPE OF STRUC .
Comments
Y N
Footings 13 EEC 0 JF�A V:
Piers
Monolithic Slab \-7
cu
Reinforcement in Place
The contractor is responsible for �� -'�►JEQ��
providing protection from freezing
for 48 hours following the placement
of the concrete. 105TIFILL pUCY, BWC-''b U 100EVI-
Materials for this purpose on site.
Foundation/Wallpour ,1�xj
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
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.
L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Framing I Firestopping Inspection port
Office No. (518)761-8256 Date In _ 3
Queensbury Building&Code Enforcement Arrive: ° f
rt: a
742 Bay Road, Queensbury, NY 12804 Inspector's Initial `�-
NAME: 146ERMIT --
LOCATION: T -INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS:
Framing
ss 22" x 30" minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers �k ' {�0
Jadc Posts/Main Beams � '7 � � tk-5 E
Exterior sheeting nailed properly
"
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls '
r
Metal Strapping for Notches Top Plate
1 % 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 water shield 24 inches from wail
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
Ceiling1wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LABuilding&Codes Forms-=lBuilding&CodesUnspedion FormsTraming Fi odWphV Iropwbon Report.doc Revised January 7,2006
S c
x -x
rc
limited examination
WA our Woots shag
i tit waft the
are 10 futi
Tj H
TOWN OF QUIE NSB y
C** "C'
Date
py
-Z
x4k ?Z>Is"r
R
12'
10' 2'
M Jotst @ 16' o.c.
iu
E
N
W
D EE (u
O
X
(L
N
4x4 Post
('U
t
10' 2'
Plan View Store Name
GENERIC CUSTOMER 123 Street Rd.
09/15/08
Ref:Deck08259 City,ST
Scale: 1/4"= V (800)555 1212
A hB
t t
b i"
M l7
V M
0� [u
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 15' 10" 3 7' 3 1/4"
B 15' 10" 3 7' 3 1/4"
Post spacing is measured center-to-center.
Beam Layout Store Name
GENERIC CUSTOMER 123 Street Rd.
09/15/08
Ref:Deck08259 City,ST
Scale: 1/4"= l' (800)555 1212
STRESS ANALYSIS
CUSTOMER: GENERIC CUSTOMER
DATE: 09/15/08 DESIGN: DECK08259 REF:
SALESMAN #
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 129 PSF
16" BENDING 136 PSF
SHEAR 124 PSF
COMPRESSION 209 PSF 124 PSF
BEAMS 2-2X10LM DEFLECTION 186 PSF
BENDING 98 PSF
SHEAR 83 PSF
COMPRESSION 282 PSF 83 PSF
POSTS 4X4 STABILITY 422 PSF
BEARING 386 PSF 386 PSF
-----------------------------------
TOTAL LOAD 83 PSF
DEAD LOAD 10 PSF
LIVE LOAD 73 PSF
-------------------------------------------------------