inspection slipsQueensbury Building &Code Enforcement -Residential Final Inspection
Offise No.(518)761-8256 Arrive:am/pny Dep:\%Kamipm
Date Inspection request received:a Inspector's Initials:i id &PERMIT #:
LOCATION:DATE:
TYPE OF STRUCTURE:
NAME:XC
Comments
Yes|No|NA
Building Number /Address visible from road
Chimney Height /"B”Vent/Direct Vent Location |
3 inch Plumbing Vent through roof minimum 6 inches L
Fresh Air Intake /0-p3
Roof Complete /Exterior Finish Complete WZ
Platform atall 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
Tnterior/Exterior Railings 34 inches to 38 inches i
Interior Handrails @ stairs 2 or more risers i
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
Tnterior privacy trim /doors /main entrance 36 inches oBathroom/Kitchen watertight
‘Safety glazing /Window in stairwells safety glazing
Interior Smoke Detectors:
Every level:EveryBedroom:*
Outside every bedroom
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,|sq,f.-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 2”Gypsum
Basement stairs closed rise >4 inches
‘Garage Floor Pitched
Garage fireproofing /%hour fire door /door closer
‘Duct work Sealed proper!
‘Gas Logs in Sealed or Glass Enclosure
Final Electrical UlZs5 v
Final Survey Plot Plan
‘As Built Septic System /Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification.jFrequired
‘Okay to issue C/C ofCC OF Temporary /Permanent ]YW
L:\Building &Codes Forms\Building &Codes\Inspection Forms\Residential Final Inspection Form _revised_100405.doc
Rough Plumbing /Insulation Inspection Report
Office No.(518)761-8256 Date Inspection request received:We
Queensbury Building &Code Enforcement Arrive:am/pm,1/2,Depart:L :2 2 am/pm
742 Bay Road,Queensbury,NY 12804 Inspector's Initials:Cu
NAME:Bure PERMIT #:OS 49)LOCATION:f <BAK ree Eivco [INSPECT ON:\\=
TYPE OF STRUCTURE:
rae tae fs csRoughPlumbing/Nail Plates
Plumbing Vent /Vents in Place
1_¥2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet /change of direction
Pressure Test
Drain /Vent
Air /Head Wrus R Iq
5 P.S.I.or 10 ft.above highest connection for 15 minutes
Pressure Test Car noRee
Water Supply Piping
Air /Head
A0 P.S.I for 15 minutes
Yinsulation /Residential Check /Commercial Check Y,
Proper Vent,Attic Vent v
Duct /Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly /No duct tape
COMMENTS:
‘LAPam Whitng\Building &Cadea\nspection Forms\Rough Plumbing Insulation Report revised Nov 17 2003.doc Revised February 15,2005
Framing /Firestopping Inspection Report
Office No.(518)761-8256 Date Inspection request received:zs
Queensbury Building &Code Enforcement Arrive:Sinaps Linon
742 Bay Road,Queensbury,NY 12804 Inspector'sInitials:
NAME:os wo PERMIT #:Q
LOCATION:ae INSPECT ON.ey os”
‘TYPE OF STRUCTURE:ZL
Framing Reins
Tack Studs /Headers
Bracing /Bridging
Joist hangers }
of
Jack Posts /Main Beams }
|
Exterior sheeting nailed properly |
12"0.C,|
Headroom 6 ft.8 in.|
Stairwells 36 in.or more
Headroom 6 ft.8 in Lz |
Y/N [NA COMMENTS
‘Notehes /Holes /Bearing Walls
‘Metal Strapping for Noiches Top Plate
1 ¥4 (w)16 gauge (8)16D nails each side |
Draft stopping 1,000 sq.ft.floor trusses |
Anchor Bolts 6 ft.or less on center
Tce and snow shield 24 inches from wall T
Fire separation 1,2,3 hour
[Fire wall2,3,Thour|Firestopping
Penetration sealed
|16 inch insulation in cavity min.
Garage Fire Separation
|
House side %4 inch or 5/8 inch Type X.
|Garage side 5/8 inch Type X
lig Ceiling/wall
Windows Habitable Space /Bedrooms
24 in.(A)
|
20 in.(W)
5.7 sf above /below grade |
5.0 sf grade 1}
LL SueHTemingway\Building.Codes.Inspection FORMS\Framing Firestopping Inspection Repor.doe Janvary 28,2003
y-l O anFraming/Firestopping Inspection Report
Office No.(518)761-8256 Deleage rompers oS
Queensbury Building &Code Enforcement fart:OES ipm Wop742BayRoad,Queensbury,NY 12804 inayat osnial
NAME:
Gare f PERMIT #:OS “706
LOCATION:i INSPECT ON:
TYPE OF STRUCTURE:?/oft7,
NAxN
yeas V COMMENTS
‘tic Access 22°x 30”minimum |
Jack Studs /Headers |
Bracing /Bridging |OZ:7 TR $9
Joist hangers BereikoJackPosts/Main Beams
Exterior sheeting nailed properly
12"0c.
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 ¥5(w)16 gauge (8)16D nails each side
Draft stopping 1,000 sq.ft.floor trusses
‘Anchor Bolts 6 fi.or less on center
(leeand ESET 24 inches from wall|7
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
Framing /Firestopping Inspection Report
Office No.(518)761-8256 Date Inspection request received:31 j,—
Queensbury Building &Code Enforcement Arrive amj part GA am/pm
742 Bay Road,Queensbury,NY 12804 Inspector's Initials:
NAME:x :PERMIT #:as-7 ey)6
LOCATION:INSPECT ON:__for LOS‘TYPE OF STRUCTURE!
iz)>Nsc\ionne —Faee B0 F-
Altic Access 22”x 30”minimum
Jack Studs /Headers
Bracing /Bridging
Joist hangers
Jack Posts /Main Beams
Exterior sheeting nailed properly
12"0.c.
Headroom 6 ft.8 in.
Stairwells 36 in.or more
Headroom 6 ft.8 in.
Noiches /Holes /Bearing Walls
Metal Strapping for Notches Top Plate i
1 ¥4 (w)16 gauge (8)LOD nails each side
Draft stopping 1,000 sq.ft,floor trusses
‘Anchor Bolts 6 fi.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 %inch or 5/8 inch Type X
Garage side 5/8 inch Type XCeiling/wall LtWindowsHabitableSpace/Bedrooms
24 in.(H)
20 in.(W)
5.7 sf above /below grade
5.0 sf grade
Foundation Inspection Report
Office No.(518)761-8256
Queensbury Building &Code Enforcement
742 Bay Rd.,Queensbury,NY 12804
Date Inspection request received:
smtet Ll DepaiArrive:
Inspector's Initials:
NAME:Qo aLOCATION:7TYPEOFSTRUCTURE:
ea oie N [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/Walipour
Reinforcement in Place
Foundation Dampproofing ?ARG(aFoundation/Waterproofing
Type of Dampprooling /Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
‘Approval
|Plumbing Under Slab
PVCLeast /Copper ‘\-
uy Findationaain (afy 7 Exteriorasoe6inchdropwithin10ft.
PERMIT #:Qeo57OL
INSPECT ON:re sa2-O5
Comments
g.10
Rey wy nee
LASueHemingway Building Codes Inspection FORMS\oundation Inspection Report doe January 28,2003
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement—Arrive:amipihobeeDepart:4742BayRd.,Queensbury,NY 12804 Inspector'sInitials:
NAME:_Bera PERMIT #LOCATION:aCRE INSPECT ON:
‘TYPE OF STRUCTURE:
Comments
Footings
Piers os |
|Monolithic Siab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
forA8 hours following the placement
‘the concrete.|
aterials for this purpose on site
oundation /Wallpour
Reinforcementin Place
Foundation Dampproofing
Foundation /Waterproofing ||Type of Dampproofing/Waterproofing ||Footing DrainDaylightof Simp |
Footing Drain Stone:i
12 inch width |6inchesabovefooting
6 mil poly forwet areas under slab |_Backfill Approval |
Plumbing Under Slab IPVC/Casi /Copper ||Foundation Insulation Interior /Exterior |
R-
Rough Grade 6 inch drop within 10 ft.
[LASueHemingnay\Building Codes Inspection,FORMS\Foundation Inspection Report.doc Janusry 28,2003
Foundation Inspection Report
Office No,(518)761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive:anvpr Depart:
742 Bay Rd.,Queensbury,NY 12804 Inspector’s Initials:
NAME:Dorss -PERMIT #:057 7m
LOCATION:FORRES Ce "INSPECT ON:MaxTYPEOFSTRUCTURE:
Comments
ae TaN|Footings
Piers
Monolithic Siab
|a
Reinforcement in Place Z~Pes vThecontractorisresponsiblefor
providing protection from freezing
for 48 hours following the placement
of the concrete.|
‘Materials forthis purpose on site.
Foundation /Wallpour
Reinforcement in Place
Foundation Dampproofing
“Foundation /Waterproofing
roofing /Waterproofing
Footing
Footing Drain Stone:T
|
12 inch width i6inchesabovefooting
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Stab |
PVC/Cast Copper
Foundation Insulation Interior /Exterior
R-
‘Rough Grade 6 inch drop within 10 ft.
||
LLASueHlemingwayiBuilding Codes Inspection.FORMS\Foundation Inspection Report.doc January 28,2003,
lO-faspr—
Foundation Inspection Report
Office No.(518)761-8256 Date Hnpedtonrlgues recived,g
Queensbury Building &Code Enforcement Arrive:amy Depart/7z pm
742 Bay Ré.,Queensbuyy,NY 12804 Inspector's Initials NEC :
yy &
NAME:L PERMIT #:_<SQ0D:oS Me _LOCATION:adi ON:na Yad]asTYPEOFSTRUCTURE:roi Comments
Ca io |v u Ne Renn?
‘Monolithic Slab abies =T
[Reinforcement in Place {
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.i
Materials for this purpose on site,__|Foundation /Walipour |
[Reinforcement in Place
Foundation Dampproofing
Foundation /Waterproofing
Footing Drain Si
12 inch width
6 inches above footing
6 mil poly for wet areas under slab _Backfill Approval
|Plumbing Under Slab |
Foundation Insulation interior /Exterior
R-
Rough Grade 6 inch drop within 10 ft
Foundation Inspection Report2(v4?
Office No.(518)761-8256 Date Inspection request received:ftQueensburyBuilding&Code Enforcement Arrive:appa Depart:“P75 amipm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME 2 Rens permir#:__OS~
LOCATION:¢DAN.\wee ¢Az ¢-INSPECT 0}V2TYPEOFSTRUCTURE:
Comments
Footings
Piers
Monolithic Siab
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 7———7
Foundation /Waterproofing |
‘Type of Dampproofing /Waterproofing
Footing Drain Daylight or Sump 4
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab [
Approval Vv
Plumbing Under Stab
PVC/Cast/Copper
Foundation Insulation Interior /Exterior
R-
‘Rough Grade 6 inch drop within 10 ft
L’SueHlemningwayiBuilding Codes Inspection FORMS Foundation Inspection Report.doc January 28,2003,
“Main Office 176 Doe Run Road -Manheim,PA 17545
(COMMONWEALTH ELECTRICAL INSPECTION SERVICE,“OeMUNICIPALCERTIFICATE-ELECTRICAL APPROVALO.>
Permit No co,NO 94061 catincarNo..&,
Owner,Tans DAB..
Location 1.SS Sel PeGba Set Qessnive.YInstallationConsistingofOLE:wh Me bAD SE Ranh Sey,cosDStepSheLo
Sdn
Hee SAME Sue Si Lor
Installed By.AaLi.2 bth 2000...Send.Lic.No.
‘The conditions following governed the isuance of this cetficate,and ay certificate previously issued is
cancelled:=
“This cerficate only covers the electrical equipment and installation conditions as of date.Upon the
troduction of additional equipment of alterations,application shall be promptly made for inspection
Inspectors of this Company shall have the privilege of making inspections at any time,and if its
rules are violated,the Company shall have the right to revoke this certificate.
LAL?9S.couw80vCIORLeYL.
AXesoraidede—.-Date,
(COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road -Manheim,PA 17545
MUNICIPAL CERTIFICATE -ELECTRICAL APPROVAL.
remnitNo.2005 10Kcen.N@ 93335.cuvincardnoaALocation.......
TD
nn OLA No LABS Sete Sede eS ae Sr ses
Installation Consisting of 9 QQ LAO Sad Meh Rode errr toy A DbdebeoSERMALSpeedinQeSeSeninSuAlpenabmToS
ype
Aen AEE MOEA,
Installed By...2.28-S
‘The conditions following governed the issuance of this cenificate,and any cemificte previously issued is
cancelled:
This certificate only covers the electrical equipment and installation conditions as of date.Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making inspections at any time,and if its
rules are violated,the Company shall have the right to revoke this certificate.
Li B 2%nsWSPUCTORmhPLL
Lie.No.
Date.