2013-453 TOWN OF QUEENSBURY
742 BayRoad,Quccnsbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20130453 Date Issued: Tuesday, November 04, 2014
This is to certify that work requested to be done as shown by Permit Number P20130453
has been completed.
Location: 346 CLEVERDALE Rd
Tax Map Number: 523400-226-012-0001-070-000-0000
Owner: JAMES & SUSAN MOONEY
Applicant: JAMES & SUSAN MOONEY
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 (Dayfi41
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 Enforcement
or Zoning Board of Appeals.
004 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
wvg.43,
Community Development- Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20130453 Application Number: A20130453
Tax Map No: 523400-226-012-0001-070-000-0000
Permission is hereby granted to: JAMES & SUSAN MOONEY
For property located at: 346 CLEVERDALE 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. Type of Construction Value
Owner Address: JAMES & SUSAN MOONEY Residential Addition $10,000.00
BOX 234 Total Value $10,000.00
CLEVERDALE,NY 12820
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2013-453
Res. Addition 154 sq ft&Res. Alteration 105 sq ft&New DECK 179 sq ft
$100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 31, 2014
(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 f Que sbu 'Th d , October 31,2013
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
•
Office Use Only
Town of Queensbury Building & Codes
Received:
nre
PRINCIPAL STRUCTURE APPLICATION Tax Map ID: ._ , nID
Permit No.: � —
A permit must be obtained before beginning construction
Permit Fee: $ U 0
Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $
units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.:
dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.:
homes,but not including mobile homes. This is in addition to the permit fee.
Date 9' Z3 /3 Applicant deg Oczina
Tax Map ID - /2 —/— 70 Address
Zoning I,v/L
Phone/E-mail L;.T�•3Si/Z. — yj J-0
Property Owner het»i OS Sus4PJ m0 avl'y Contractor/Agent Re-;
Address 2 c-/C e k6.74-.D6,-. . Address h�a t,C.,. c 7
D l A S• �n s� SiuS ce � 6G
Phone/E-mail T.- Moa,�.e/ a o r2u tivw,oe-- Phone/E-m ', r 3a k CE
56-1 - 5 7
Building Street Address: 3c-t6 C«vsriic..-Z
Subdivision Name: i✓/il Lot#: N/ Historic Site: Yes
Estimated cost of construction: $ /c- c7 oc? �/—
Type of Construction:
Check all that apply Please indicate measurements as required below:
c
0 0
1st Floor 2nd Floor Other Total Height
Z a alakserretstr
Single Family 1 Zg t/1/
'r
Two-Family
Multi-Family(#of
units_J
Townhouse
Business Office
Retail-Mercantile
Factory-Industrial
Attached Garages(#_)
Other
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
If commercial or industrial indicate name of business lA l'
A,-
Proposed use of building or addition
rl •—•-1
Source of heat(circle one) Gas Oil /-"Propane Solar Other
Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes
Are there structures not shown on plot plan?
0
Are their easements on the property?
Site Information
a. Dimensions or acreage of lot 2e2, 6
lc
b. Is this a corner lot?
c. Will the grade be changed as a result of construction: Yes '"10
d. Public water or Private well
e. Sewer or Private Septic System
P2 t T 6- S.:e_ 'sr. Sof
Value of all work to be performed (labor and materials) $ 1 O) v U�(1- )
Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and
department approval. I certify that the application,plans, and supporting materials are a true and complete statement/description of the
work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances,and
in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a
certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read ardagree to the ab, e.
Sig ned (4,-4)(-16) v Date: t 22 rte'
"�
FOR OFIFICE USE ONLY:
Operating Permit Issued: _Yes No
Occupancy Type:
Construction Classification:
Assembly Occupancy Limit
Special Conditions:
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
fry 1-3
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/prg De art -1 am/pm
Date Inspection request received: Inspector's Initials: ( J{
NAME: nn L 11 PERMIT#: 13- J 5 3
LOCATION: q Z j Q relic 1Q A d DATE: `— 1)
TYPE OF STRUCTURE: S 4,4,4
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 tl//:
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 I 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 I doors I main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in st-'.4s safety blzzing
Interior Smoke Detectors/ (arbon Mono i•- Detectors
Every level: Every :-• •• .
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Y
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test 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 W Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/,hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50% ✓
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/0[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11
Foundation Inspection Report /(370(1-\
Office No.(S 18)761-8256 Date Inspection request received: (-7Z.-7 _&7%
Queensbury Building&Code Enforcement Arrive: am/pm Depart: �, pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials• /"j
NAME: POOkevtgai PERMIT#: a d / 3' 7/ 5-3
LOCATION: 3 4f( ' � a,/IL-INSPECT ON: .L '_ - i/j c,L
TYPE OF STRUCTURE: ; -i
Comment
�--
&;/ N N/A
Ftings N.-726k_
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/Walipour
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\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: f/,� 1 am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: INt5f1 PERMIT#: // 3 513
LOCATION: 3 La L ,�` J ±La INSPECT ON: c57-
TYPE
TYPE OF STRUCTURE: 2 4—od
Y N N/A
Plumbing under slab
Rough Plumbing /Nail Plates
Plumbing Vent/Vents in Place
11/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain /Vent
Air / Head
5 P.S.I. for 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air / Head
50 P.S.I. for for 15 minutes
Insulation / Residential Check / Commercial Check /
Window Sealing V
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation)
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/ No duct tape
Blower Door Test
Air Sealing
COMMENTS: —
° (' ‘A-A-A'7-)- -›
)2>--- ,.Jt --v\AA-)---L---7
Rough Plumbing_Insulation Inspection_02 05 13
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date In^spection equest received:
Queensbury Building & Code Enforcement Arrive: `•- • am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: '
NAME: ,M DeD PERMIT#: ) 3 1 53
LOCATION: 3 `j INSPECT ON: ''- 87--j7
TYPE OF STRUCTURE:
Y N N/A
Plumbing under slab
Rough Plumbing / Nail Plates
Plumbing Vent /Vents in Place ,/
11/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/ change of direction
Pressure Test \
Drain /Vent
Air / Head
5 P.S.I. for 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/ Head
50 P.S.I. for for 15 minutes
Insulation / Residential Check/ Commercial Check
Window Sealing
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation)
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/ No duct tape
Blower Door Test
Air Sealing
COMMENTS:
Rough Plumbing Insulation Inspection_02 05 13
Town of Queensbury Building & Code Enforcement 3 ppm
Office No. (518) 761-8256
Framing / Firestopping Inspection Report
Inspection request received:�
POName: t ► 1 . Inspected on:
Location: '`{.(o e_SLD Rca Arrive: a.m./p.m.
Permit No.: / 3 - <1 53 Inspector's Initials: < 2�
TYPE OF STRUCTURE:
N N/A COMMENTS:
laremipg
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided
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 '/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
.. tn�
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 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
Design Professional Sign-off,if required
Framing/ Firestopping Inspection Report
Town of Queensbury Building & Code Enforcement i — Y
Office No. (518) 761-8256
Framing I Firestopping Inspection Report
Inspection request received:
Name: Inspected on:
Location: 3 1p ctaaLz_ Arrive: '\ I a.m.I p.m.
Permit No.: ( 3 - `{(5'3 Inspector's Initials: 1i.06.
TYPE OF STRUCTURE: ed_ (A nom e
Co 56:2-3
4y/N NIA COMMENTS:
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided
Bracing I 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 1/2(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 /1
Fire separation 1,2,3 hour
Fire wall 2,3,4 hour !. `
Firestopping
0!
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 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
Design Professional Sign-off,if required
Framing/ Firestopping Inspection Report
/2- /� - )
o.�
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: L. am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.
�,
NAME: Plit,ZEL( PERMIT#: 2O C3 -4,53
LOCATION: ZACe diC,120M, e[ INSPECT ON:
TYPE OF STRUCTURE: % icy)
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
Footing Drain Daylight or Sump `
Footing Drain Stone: v
12 inch width _ /
6 inches above footing y
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
/2 ' 9 .
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: / � : pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: e
NAME: PERMIT#:Zc---) -
LOCATION: ---` jj —\}' s-12-0 INSPECT ON: 4 / I i 4—
TYPE OF STRUCTURE: 0 j - 5 ,4-r
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. s
Foundation/Walipour `
Reinforcement in Place
Footing Dowels or Keyway in placeV// • , 5,
.
Foundation Dampproofing A 7 -
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 Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: l i am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: & G
NAME: PERMIT#: °` L . —A
LOCATION: � 4 ' ---C24)' INSPECT ON: U!
TYPE OF STRUCTURE: (2 '—�, +-
Comments
Y N N/A
Footings y
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/Wailpour
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 Fors\Building&Codes\Inspection Fors\Foundation Inspection Reportdoc
Last printed 12/20/2005 9:24:00 AM
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