2011-588 40)&4 TOWN OF QUEENSBURY
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742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20110588 Date Issued: Tuesday, May 08, 2012
This is to certify that work requested to be done as shown by Permit Number P20110588
has been completed.
Location: 6 HOLLY Ln
Tax Map Number: 523400-239-012-0002-063-000-0000
Owner: FLORENCE E CONNOR LIVING TRUST
Applicant: FLORENCE E CONNOR LIVING TRUST
This structure may be occupied as a:
Residential Addition By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property
("DJ 4
owner of the responsibility for compliance with Site Plan,Variance, or
other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Torce t
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
F4M
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20110588 Application Number: A20110588
Tax Map No: 523400-239-012-0002-063-000-0000
Permission is hereby granted to: FLORENCE E LIVING TRUST CONNOR
For property located at: 6 HOLLY 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: FLORENCE E LIVING TRUST CONN Residential Addition $70,000.00
FLORENCE E CONNOR TRUSTEE Total Value $70,000.00
6 HOLLY Ln
QUEENSBURY NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-588
400 sq ft residential addition
$100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,December 14,2012
(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 Town.afQtteensb ; ,.a Viled December 14,2011
SIGNED BY : v.,% ` d h. ,',s '`ry for the Town of Queensbury.
f
Director of Building&Code Enforcement
Queensbury Building & Code Enforcement Residential Final Inspection
Office No. (518) 761-8256 J� / Arrive: am/pm epart am/pm
Date Inspection request received: c/ 7/ 2/ Inspector's Initials:
GYt r s
NAME: CPERMIT#:
LOCATION: Co (4o \` �-_ , DATE: Qr 7--
TYPE
TYPE OF STRUCTURE:
Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 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 gl- ing
Interior Smoke Detectors/C- • : oxide Detectors
Every level: Eve Bedroov. •
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/Sticker on Panel
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 Habitable Spaces/Tamper Proof Receptacles
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/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08;Revised 12/22/10
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Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received: _ 1 1.
Queensbury Building&Code Enforcement Arrive: am/pm Depart: • 'am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials(rn._A) _v)
r
NAME:
LOCATION: (i/ )Jt' v PERMIT#:,,
:
INSPECT ON: f_
TYPE OF STRUCTURE: i
Framing X C MMENTS:
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. M
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
.
Notches/Hobs/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 1
Ice and wahield 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
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:tBuilding&Codes Forms-OL01BuNding&Codes&nspedhon Forms1Fmrang Firestopping Inspection Rsportdoc Revised January 7,2000
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depar "(am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:41,12
i
NAME: ( QVu&Oyc(J PERMIT#: 4�L� �_1 U -
LOCATION: LLQ_.) INSPECT ON: -
TYPE OF STRUCTURE: `' ,
Framing Y N MLA COMMENTS:
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.
Stairwe#s 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 ear►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
(F)01- 4 hour
Firestopping
�ene sealed
finch 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/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:1Buiklhp&Codes Forms-OLD13uNding&CodesUrsspection Fommscraming Firestopping Inspection Repoctdoc Revised January 7,2008
--"___
Framing / Firestopping Inspection Re ort
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . ttter
NAME: �ti l OY PERMIT#: // S ?
LOCATION: �' ,/1.7 ( „ � INSPECT ON: -/7
TYPE OF STRUCTURE:
ming a NA COMMENTS:
22'x 30* minimum
Jack Studs/Headers ,✓
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting(� nailed properly
12”O.V.
Headroom 6 ft. 8 in.
Stairweis 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 nava 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 ‘i(
Penetration sealed `el ''
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/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:1Buildinp&Codes Fortes-OLDSuNdNo&Codesllnepedion FomnlFrsming FirestoppiW Inspection Repwtdoc Revised January 7,2006
/ -3 77,',0(.sc,,(67_.
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: E
NAME: ( IIJI Q r f PERMIT#:
LOCATION: /i0//,..f1,4,—..— INSPECT ON:
TYPE OF STRUCTURE: / .; 4- 1)
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
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Doting Drainaylight or Sump
Stone:
iji
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
( )7 ( �_�
Foundation Inspection Report e-
Office No.(518)761-8256 Date Inspection request received: j 3 r
Queensbury Building&Code Enforcement Arrive: am/pm Depart: amipm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: I]rr_
C � , ,6�
NAME: C %h b'1 d — 3'S
PERMIT#:
LOCATION: 14 of t / INSPECT ON: to Tki 1 30
TYPE OF STRUCTURE: ( A7 n_�
Commguipl
Y N NL
Footings
Piers
Monolithic Slab
Reinforcement in Place f�
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement '
of the concrete.
,•.: :� _ 1.se on site.
Foundation/Wallpour
Reinforce in Place
V://Footing .we1• .r Keyway in place q �r-i,,�,�
Faun. : , . ., , pproog
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 Forums\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
i .tet- r'�/6,-
r
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pgi Depart: wpm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -4 1
NAME: (QVl(\C-1(-- PERMIT#:
LOCATION: 6 / It - t" INSPECT ON: /`Z--3c>—//
TYPE OF STRUCTURE: ( �-, ,. ti q
Comments
N N/A
Foottngs r %�
c -
Monolithic Slab t
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 J
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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM