2007-680 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. P20070680 Date Issued: Friday, July 11, 2008
This is to certify that work requested to be done as shown by Permit Number P20070680
has been completed.
Tax Map Number 523400-289-007-0001-003-000-0000
Location: 103 TEE HILL Rd
Owner. STEPHEN & MELISSA HIPP
Applicant: STEPHEN & MELISSA HIPP
This structure may be occupied as a:
Barn
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: P20070680 Application Number. A20070680
Tax Map No: 523400-289-007-0001-003-000-0000
Permission is hereby granted to: STEPHEN &MELISSA HIPP
For property located at: 103 TEE HILL Rd
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. Tyke of Construction Value
Owner Address: STEPHEN &MELISSA HIPP
103 TEE HILL Rd Barn $3s,000.00
QUEENSBURY,NY 12804-0000 Total value $35,000.00
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2007-680 Storage Building: 1,088 sq. ft. freestanding structure
Cross Ref. Area Variance No. 15-2008 approved April 23, 2008
$163.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, May 05, 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 To of eensb Monday,May 05, 2008
SIGNED BY for the Town of Queensbury.
Director of Building d nforcement
..__-_- OFFICE USE ONLY . .- ....... ._ ,-..._..._______________
TAX MAP NO, ✓ 1
PERMIT NO. + '
FEE PAID fa, —BLDG.&CODES APPROV I a t�
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ACCESSORY STRUCTURE B ILDING 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:.S-�Pi;e n ��/d INSTALLER/BUILDER:��c,2 /�LItiIQ�i-J LLCi
ADDRESS: [0';LSO_ tl/l( / ADDRESS: ?113 A;&o (�/ 4g&
PHONE NOS. PHONE NOS.
LOCATION OF PROPERTY: Y(�- SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION:—& 2/d p/Dy/
ESTIMATED COST OF CONSTRUCTION: $a�± ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? +�
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
PROPOSED CONSTRUCTION 13r No PROPOSED FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE: 'e f
*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 to the ove. codes(ftueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed L ated: 0 07 www.queensbury.net
Town of Queensbury• Community Development Office• 742 Bay Road, Queensbury, NY 12804
B 1-LGL 11-05
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: 1 am/pm part: _am/pm
Date Inspection request received: Inspector' s:,_.17,_-
NAME: 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
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 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: Battery backup:
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 Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/<hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Gla s E cl ure
Final Electrical
Final SurveyPlot Plan
As Built Se tic stem/Sewer Dept.Inspection Sticker
Site Plan /Y'qtG*_e'Vquired
Flood Pla' ertifi ati ,if required
Okay to i u C/C or /O[Temporary/Permanent]
L:\Building& Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: , am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12WK Inspecto s Initials:,
NAME: #( PERMIT# n 7 6'1 fi�'
LOCATION: INSPECT ON: -
TYPE OF STRUCTURE:
Y N Framing N/A COMMENTS:
Ic Access 22" x 30" minimum
Jack Studs/Headers �� L ( ���C✓ /
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 % w 16 gauge 8 16D nails each side
Draft s ing 1,000 sq. ft. floor trusses
Anchor Bolts 6 kor less on center
Ice and water shiel 24 inches from wall
Fire separatio , , 3 hour
ire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side's inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceilingtwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (M
5.7 sf above/below grade
5.0 sf grade
LABuilding&Codes Fonns-01-Muilding&CodesUnspection Fom sTrarring Firestopping inspection Reimtdoc Revised January 7,2008
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date P isnec o0xeauest received:
Queensbury Building&Code Enforcement Arrive: am/pxp epart: am/pm
742 Bay Road,Queensbury,NY 12804 Inspectors itials: J
NAME: PERMIT#: v
LOCATION: Lcr INSPECT ON:
TYPE OF STRUCTURE:
Y N ' N/A COMMENTS
X/Framing � �
Attic Access 22"x 30"minimum
Jack Stu.Oe Headers
B cing/Bridging
vJ'oist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C. j
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 '/z 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 '/z 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
WO s
Foundation Inspection Report /
Office No.(518)761-8256 Date Ins ti xeguest received:
Queensbury Building&Code Enforcement Arrive: �m/p n Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspect Ts Initials: J�-
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
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
Re' Place
F6oting Dowels or yway in place Z
t-re r✓}^��
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\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
t
Foundation Inspection Report
Office No.(518)761-8256 Date Inspectionrequest received:
Queensbury Building&Code Enforcement Arrive:_am/p ) Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: �k tPf I PERMIT#: _ $�
LOCATION: 0&e kw IZIS INSPECT ON: cC-1 a
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
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 `ji
1
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
Foundation Inspection Report
Office No.(518)761-8256 Date In do equest received:
Queensbury Building&Code Enforcement Arrive: ramh3 C. Depart: am/pm
:742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials
NAME: (P� PERMIT#: 60 _
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Mat for this purpose on site.
Foundation Wallpour
R ' o me t in Place
Footin Dow It or Keyway in place
FoundaAe,bampproofing
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
Foundation Inspection Report
Office No.(518)761-8256 Date Inspe41mtials:
request received:
Queensbury Building&Code Enforcement Arrive: � Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspect 's
NAME: Ht j PERMIT#: "
LOCATION: INSPECT ON:
TYPE OF S1
Comments
Y N N/A
Footings
Monolithic Slab
Reinforcement in Place
The contractor is respo sible 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