inspectionsater(300)2-Y WesbRy
Queensbury Building &Code Enforcement -Residential Fina ion
Office No.(518)761-8256 i 22D)apts Loy BZ2Doupy7
Date Inspection request received:
NAME:
LOCATION:
TYPE OF STRUCTURE:Comments:
4”Building Number Address visible from road #y Dak
Chit Height /“B"Vent/Direct Vent Locatic jes2 36/-Cal?
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 90 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
7Window in stairwells safely glazing
Interior Smoke Detectors /Carbon Monoxide Detectors
‘Crawl Spaces 18 inch x 24 inch access,1 sq.f.-150 sq.f.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation /insulation Certification al
Floor truss,draft stopping finished basement 1,000 sq.ft
‘Emergency egress below grade po‘Gas Furnace shut-off within 20 feet or within ine of site
‘il Furnace shut-off af entrance to furnace area Xx
Fumace/Hot Water Heater operating yw
Low water shut-off boiler
Relief Valve(s)installed /Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum 14"Gypsum
Basement stairs closed rise >4 inches ZL
‘Garage Floor Pitched Vv
Garage fireproofing /%hour fre door /door closer
Duct work Sealed properly
‘Gas Logs in Sealed or Giass Enclosure
Final Electrical
Final Survey Plot Pian
‘Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
‘As Built Septic System /Sewer Depi.inspection Sticker
‘Site Plan_/Variance required
Flood Plain Certificatjon.if required
Okay to lesue 07 G/orG1 0 [Temporary /Permanent]v
[LABuilding &Codes Forms\Building &Codes\inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08
a4Panpr.Framing /Firestopping Inspection Report
Office No.(518)761-8256 Date I reqQueensburyBuilding&Code Enforcement Arrive:yarns
742 Bay Road,Queensbury,NY 12804 Inspector's Initial
tieSEfeile —ee,=OF STRUCTURE:¢_.2AWS keene >=Access 22"x 30°minimum
7
Jack Studs /Headers Vv,
Bracing /Bridging 4Joisthangers
Jack Posts /Main Beams
Exterior sheeting nailed properly J12"0.c.
Headroom6ft.8in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom6ft.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 trussesAnchorBots6Aorless.ancenter|4/,
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
Ceilingtwall
Windows Habitable Space /Bedrooms
24 in,(H)
20 in.(W)
5.1 sf above /below grade
5.0 sf grade
|LABuilding &Codes Forms-OLD\Building &Codes\inspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008
Z-Y Mora
Foundation Inspection Report
Office No.(518)761-8256 DatInsp a:
Queensbury Building &Code Enforcement colOF ra Depart:BD ang742BayRd.,Queensbury,NY 12804 inapc *s Initial
awe:Dybey piwars—(7-6 SY.
LocaTion:[ZY An fh DSF ettINSPECT ON:=.SO)
TYPE OF STRUCTURE:
CommentsTet:
N [NA B3el-6217
Footings
Piers
Reinforcement ih Place
tor'is responsible for
providing protection from freezing RS
for 48 hours following the placement we
of the concrete.Aw?
‘Materials for this purpose on site.oO‘Foundation /Wallpour 7 eX
Reinforcement in Place
Footing Dowels or Keyway in place A
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 Grade6inchdropwithin10ft.
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L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
(0-12.Fide.
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request reeset:Queensbury Building &Code Enforcement Arrive:_am/pm.
742 Bay Rd.,Queensbury,NY 12804 er W'sInitials:oa
NAME:PERMIT #:-
LOCATION:INSPECT ON:7
TYPE OF STRUCTURE:=
Comments
in even 1K
yY [N7[Na hoFootingsVvNheleetshe
Piers Joris‘Monolithic Slab Vv throw >Gp?tee
Reinforcement in Place wrar dex ‘
The contractor is responsible for
providing protection from freezing
for 48 hours following the placementoftecone ENose COSTING
‘Materials forthis purpose on site.ChAT ~Foundation /Wallpour SX RR
Reinforcement in Place Vv
Footing Dowels or Keywayin place
Foundation Dampproofing CMH eT z
Foundation Waterproofing (CKO Fh
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 Grade6inchdropwithin10ft.
L:\Building &Codes Forms\Bullding &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No,(518)761-8256
Queensbury Building &Code Enforcement
742 Bay Rd.,Queensbury,NY 12804
NAME:
LOCATION:AZTYPEOFSTRUCTURE:
NA
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:
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.
>WARE op GuProer ua
REBAR
REcHeECK Thyespat Nain
L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM