2008-296 TOWN OF QUEENSBURY
cow742 Bay Road, eensb NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20080296 Date Issued: Wednesday, August 13, 2008
This is to certify that work requested to be done as shown by Permit Number P20080296
has been completed.
Tax Map Number: 523400-253-003-0001-009-000-0000
Location: 13 HUNTER Ln
Owner VINCENT & JO ANN FIGLIOLA
Applicant: VINCENT & JO ANN FIGLIOLA
This structure may be occupied as a:
Porch
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 nfoorrrement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
431 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080296 Application Number. A20080296
Tax Map No: 523400-253-003-0001-009-000-0000
Permission is hereby granted to: VINCENT&JO ANN FIGLIOLA
For property located at: 13 HUNTER 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: VINCENT&JO ANN FIGLIOLA
395 ODELL LAKE EXT Porch $7,000.00
HOBART, NY 13877-0000 Total Value $7,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
GORDON KALISZ
13 CORIANDER Dr
FORT EDWARD, NY
Plans &Specifications
2008-296
224 sq ft porch
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 26, 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 own Que bu i, T y, June 26, 2008
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
V/
26-3 3 / 5 OFFICE USE ONLY7 +l �
TAX MAP NO. PERMIT NO. ff-27r,,..'_ -,. :
" ate. ste +
FEE PAID BLDG.&CODES APPROVAL 1 " {4 1 2Ot B
j 1
RI t' INS & CODES
ACCESSORY STRUCTURE BUILDING PERMITIAPPI:IC l�TTOW
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: Vide-Ea fr L4 4Ln( r 4.14 CLA INSTALLER/BUILDER: 60'-oo,J K69 Lip--
ADDRESS: /I IA A7E' - 13✓ , NY ADDRESS: R Coa-/,q 4 0 a-a-bit.. Fr E.:b I„I41 Ai y
PHONE NOS. Ci / -256 --/Z579 PHONE NOS. 743- '&2/ CELL_ 0 C,S-90
LOCATION OF PROPERTY: LOT- 30 13 r SUBDIVISION NAME: RI s
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 43,f
ESTIMATED COST OF CONSTRUCTION: $ 7 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 4 Oc'ii-) -Li S'L- PHONE: 6,570
S
sr No PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH* f q / ®f r
BOATHOUSE g 1
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 ree t e above. codes a�?queensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed,, Dated: www.queensburv.net
let
:° Town of Queensbui y• Community Development Office • 742 Bay Road, Queensbunl/, NY 12804
B 1-LGL 11-05
anti---
Queensbury Building & Code Enforcement - Residential inall Inspection
Office No. (518) 761-8256 p'� Arrived. ; —am1Rm &part: am/pm
Date Inspection request received: (Zr ( "° Inspector's Initials: ti) ^
NAME: '� PERMIT#:
LOCATION: _ �„ DATE: 61
TYPE OF STRUCTURE: " ' *1-1-
Comments:
Yes No NIA
4° 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,patios 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 exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing 171:
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 accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.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 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 Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/.hour fire door/door closer
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 required
Flood Plain Certification,if required
Okay to issue C/C or C/O[Temporary I Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received: i/2' rf
Queensbury Building &Code Enforcement Arrive: am/pm , Oepa am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: z•,,`-�-
NAME:LOCATION: i g 10 Q 0/ v L Z -�' PERMIT#: C�
ON 9 3 /Jc.- .. t--`16kkP INSPECT ON: X
TYPE OF STRUCTURE:
Y N N/A COMMENTS:
Framing
Attic Access 22" x 30n minimum
I
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack 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 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
_ 4eee and water shield 24 inches from wall V
' 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 I Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\Building&Codes Forms•OLCD9i3uilding&Codes\inspection FonnsFFraming Firestopping inspection Report.doc Revised January 7,2008
4' Mo �
Framing / Firestopping Inspection Repdrt
Office No. (518) 761•-8256 Date Inspection request received: ��
Queensbury Building &Code Enforcement Arrive: am/pm Depart:` r am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: i .1 •�� PERMIT#: �2 7
LOCATION: INSPECT ON: P
TYPE OF STRUCTURE: _
Y ' N N/A COMMENTS:
Framing
s 22" x 30" minimum
Jack Studs/Headers
Bracing /Bridging
Joist hangers
Jack 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 I Holes I Bearing Walls
Metal Strapping for Notches Top Plate
1 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 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 %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wale
Windows Habitable Space/ Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above I below grade
5.0 sf grade
L:\Building&Codes Forms-OLD Building&CodeskInspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request re eived:
Queensbury Building&Code Enforcement Arrive: am/p Depart to®' n/pm
742 Bay Road,Queensbury,NY 12804 Inspector's Initials-
2 f
NAME: PERMIT#:
LOCATION: Q4 ,�, � a: INSPECT ON:
TYPE OF STRUCT c ` t'
y r� N/A COMMENTS
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
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 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 '/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
M-° e 1U
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date In •-► .n request received: 7 f I 0 8
Queensbury Building &Code Enforcement Arrive:l am/p (` spa m/pm
742 Bay Road, Queensbury, NY 12804 Inspecto s Initials:
NAME: ' PERMIT#:
�I
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: a D
I lL
� Y NIA.
COMMENTS:
Framing �`;
cress 22" x 3�0" minimum vas
Ala s / frt. / 7)/V
Jack Studs I Headers
Bracing I Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C. f
Headroom 6 ft. 8 in. C l
Stairwells 36 in. or morepoK
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
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 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
Ceil p /wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (VV)
5.7 sf above I below grade
5.0 sf grade
L:\Building&Codes Forms-0LU\I3uilding&Cod s\lnspection Formsnaming Firestopping Inspection Report.doc Revised January 7,2008
Aiedkesced-1/47
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart• am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: / r) 71 -- PERMIT#: ffe-2 76
LOCATION: ,/ /Ale}--• ( ` INSPECT ON: 7-
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
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.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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