inspection slips - 10 7fiU ,I)/9 Y ? -2 7 -04
Queensbury Building & Code Enforcement - Residential Final Inspection
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Office No. (518)761-8256 Arrive: am/p. II.art: 1 .Cm/pm
Date Inspection request received: ? 2�'Z04 Inspector's Initials: - y
NAME: r RMIT#: O 53�g:)41 /
LOCATION: c crk DATE:
TYPE OF STRUCTURE: ig:/1
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 hzro ' ' m 6 inches7
Roof Complete xterior inish 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 1{77
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 sq. ft.-150 sq. ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
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%s"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 Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Si required `
/X-
d-Plain Certificati ,if required
y to issue C/C or /O [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\lnspection 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 Depa ;+ 40tm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
s V S 5: /
NAME: _ � P t/U v, ►-� o� PERMIT#:
LOCATION: a44 �c 6(rT Le_ INSPECT ON:
TYPE OF STRUCTURE: iq/ S
Y N N/AK. COMMENTS
Fr-lettamin
is 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
I
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:(f__,g_
NAME: l C� PERMIT#: <%
LOCATION: , , v e‘k Q , INSPECT ON: _ —
�..
TYPE OF STRUCTURE: \ Q c t` �`f
Comments
Y N N/A
otings
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
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/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:'SueHemingway\Building.Codes.Inspection.FURMs\Foundation Inspection Report.doc January 28,2003