inspection slips 6 CO
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: ;.r 1�. • a
Date Inspection request received: 'Inspectors Initia .
NAME: / • - /es r 'ERMIT#: Lfi2l�jl� 2_
LOCATION: H T- DATE: . —�e--67
TYPE OF STRUCTURE: //
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 through roof minimum 6 inches
Roof Complete/Exterior Finish 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
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''Y2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing 1%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
c Ica
vey Plot Plan
�As ttuilr� ic sysiem/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certificatio. req•' ed
Okay to issue C/ •r C/O .or Permanence
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
. 2 —y. ,,,,, ...... ______,
.._.... . • /c}e- ,s1),4-1 ._._,46,6-7
\-\ Queens bury Building & Code Enforcement - Resid al ' . a1 Inspection
Office No.(518)761-8256 Arrive:(i•w : 3:3D aa� rt
Date Inspection request received: Inspector's Initials: / f/vim/
NAME: GS J P'RMIT#: 0tlj_,c7�
LOCATION: ATE: 7—Z_a•—p'1
TYPE OF STRUCTURE: c------ 1 0 6.�,0 � F'
Comm
Yes ® N/A PC
Building Number/Address visible from road ,// Irir
Chimney Height/"B"Vent/Direct Vent Location �� C—k��r� `���
Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches ✓/ N`'�W,
�/
Roof Complete/Exterior Finish Complete /'
Platform at all exterior doors 10
0/
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more 1�
Guard at deck,porches 36 inches or more
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
7
Bathroom/Kitchen watertight �. 1
Safety glazing/Window in stairwells safety glazing
Interior Smoke Det tors:
Every level: Every Bedroq�n:
Outside every bedroom ea: �o//
Inter Connected: Battery backup: / ////
Carbon Monoxide Detector - s//'
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 y
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area f
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 o/
Basement stairs closed rise>4 inches ///' 1 ' ‘1\"L .90 v 1r
Garage Floor Pitched // �. 6��
Garage fireproofing/3/4 hour fire door/door closer J/� \5 tj 4b ��wf
Duct work Sealed properly ✓ �� 4
Gas Logs in Sealed or Glass Enclosure z
Final Electrical
Final Survey Plot Plan / ...L.. ��� v
As Built Septic System/Sewer Dept.Inspection Sticker J �
Site Plan /Variance required
Flood Plain Certificatio re ire j/.
Okay to issue C/C o C/O porary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc
7(//*
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 0
Queensbury Building &Code Enforcement Arrive: am/pi Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: - V ASS Uo ' PERMIT #: O(e �f2"
LOCATION: I �( '`'`�` PLACCINSPECT ON: l'
TYPE OF STRUCTURE:
Y N N/A
Rough Plumbing / Nail Plates •
Plumbing Vent/ Vents in Place
1 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
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/ Head
50 P.S.I for 15 minutes
Insulation / Residential Check/ Commercial Check
Proper Vent, Attic Vent
Duct/ Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
ti
COMMENTS: �
L:\Pam Whiting\Building&Codes\Inspection 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 equest received: 4,.&) Ol (X,
Queensbury Building&Code Enforcement Arrive:/0 2 am/pm Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:`
NAME: \, a PERMIT#: rr
LOCATION: [�j ,. 61 ►k - INSPECT ON: r. NCB
TYPE OF STRUCTURE: (ThS5j
5
Y N NIA
t�
COMMENTS
gareetr-`�
r ��
Attic Access 22"x 30"minimum
Pea /X— /2-1A-vfP617e6-6
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 Y2(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 wall2. 3,4 hour
iresl�p mp g
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
/Ai • L&thtio. i ✓3530 cp
�tur r 116Yr a(9570(00 1
/O-t - m
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 •
Date Inspection request received: A/1).6-60(e
'
Queensbury Building &Code Enforcement Arrive: am/ a rt: am/prn;
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i
c:);NAME: PERMIT #.
LOCATION: I INSPECT ON:
TYPE OF STRUCTURE: ,N /a(51X.'
lq
Y N/A
RoughYPl tut bin di- Nail Plates �"�L�
I n / Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet[change of direction .
rP ure TTest-
D ai / Vent
Air / ead
/
• • .S.I. or 10 ft. above highest connection for 15 minutes , ,
-ssurer--rest= .,
rl:•ter Supply Piping
Air / Head Li/ ,
50 P.S.I for 15 minutes
Insulation J Residential Check/ Commercial Check
Proper Vent, Attic Vent
Duct/ Hot Water Piping Insulation
. If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
l
COMMENTS:
_
L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
z :Li • /( y /0//3/0c
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: ft'.tk..1q,
NAME: /✓ !!! PERMIT#: ' <
LOCATION: /? &r-nt A.let�. /i rpm,' iINSPECT ON: -/
TYPE OF STRUCTURE: /
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 Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump /
Footing Drain Stone:
12 inch width
c6 ' hes_
mil poly'for wet areas pder slab ° % /� ''w` "R �'N`(
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
z -14 (4- ",KM/J-1
/o//3/06
Framing / Firestopping Inspection Report - -
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: L(A,
NAME: PERMIT#: 0. 5`7'
LOCATION: at-fr f 1 /�i�'ll�t r ie O— INSPECT ON:
TYPE OF STRUCTURE:
Y N NSA COMMENTS
Framing
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.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 'A(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Roits ft oMess on center
Ice and water shield 24hes from wall V
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 'A 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
ll' ,.
' / .•••••- e3 Ti-/0 R S 1)Al-Al
,, e 61/ —5----og*
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: G�_
`t�CJ am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ey.zir?NAME: —r K PERMIT NO.:
LOCATION: / r INSPECT ON:
RECHECK: Ck .
, Comments and/or diagram
Soil Type: Sand oajj 'ei-'---
Type of Water: Municipal 1kl+ I
Waterline separation distance _�_ ft.
Well separation distance ft.
\ .�
Other wells: ft.
Absorption Field: Total length Z�c:, ft.
Length of each trench _a_._ ft.
Depth of trenches _ft.
Size of Stone • f. 2-
Seepage Pits: Number /U (IA-
X.. �-
Size: kJ .- _ .
Stone Size: � -. ``�
Piping Size Type — a
- r
Building to tank � '
Tank to Distribution Box Ska � � .
Distribution Box t i Id/ Pit Lk -��✓ ' �
Opening Sealed:(�f N Partial \
End Cap 4
Inlet/Outlet Pipes &Baffles gy;.__N
\�
Location/ Separations
Foundation to tank l • ft.
Foundation to absorption .\ ft. /
Separation of Pits Vsv . J
Conforms as per Plot Plan Y V/N
Engineer Report and As-Built Y_N
Location of System on Prope :
Front Rear ft Side ight Side
Middle Front Middle Rear
System Use Sta :
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
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Foundation Inspection Report
Office No.(518)761-8256 Date Ins ;; tion r-' uest received:
Queensbury Building&Code Enforcement Arrive:2 4`. p ?C___Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspec s In vials:
NAME: PERMIT#: —
LOCATION: i C G rb LINSPECT ON: 6
TYPE OF STRUCTURE:
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
oting Dowels or Keyway in place
F`ouunaati n l?ampproofuag_
Foundation Waterproofing
Foot' g Drain Daylight or Sump
obt�ng_L am Stone:
`�12 inch width
Y 6 inches above footingti://
6 mil poly for wet areas under slab
!Backfll`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 Ins cti, request received:
Queensbury Building&Code Enforcement Arrive:( am/p//m// c. Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: C./fC
NAME: I £ "iVeyee A PERMIT#: ( 6
LOCATION: 0-Co D.:'- P-z-- INSPECT ON: /l 510 Co
TYPE OF STRUCTURE:
Comments
Y N N/A �� 4/2 fl4 J L !/u�
Footings d f Fi to i-t i°&er)
Piers
k t
Monolithic Slab
Reinforcement in Place
The contractor is responsible for tt
d
providing protection from freezing
for 48 hours following the placement ` i - -r!/'r& 6A4-/A)
of the concrete. f
Materials for this purpose on site. �C.,y-( t S ( 1 e > l r�
Foundation/Wallpour
Reinforcement in Place �(�� ��1J1l0 C'`'`rr
Footing Dowels or Keyway in place
Foundation Dampproofmg �v £ "
foundation Waterproofing
rpooting Drain Daylight or Sump �-5 1> e9-�V'p 17
Footing Drain Stone: l !k
12 inch width �_C A'16�3) c) ,_
6 inches above footing j r 1 3C 01 u-
6 mil poly for wet areas under slab tJ �,a
Backfill Approval A- Fa vN i>1-j 1 0
19
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 Insp ti4on request received:
Queensbury Building&Code Enforcement Arrive: _` ati/pn Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: U
NAME: r /) - PERMIT#: 06 _gs� �� _
LOCATION: :.iq !* P 7 INSPECT ON: 7/)S `fig
TYPE OF STRUCTURE:
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
F toting Dowels or Keyway in place
Fainda for Da.thpproofing Aid o
Foundation Waterproofing
footing-Dram Daylight or Sump ✓ Rc- v r2R A-vu rizo 1-Cw4
Footing Drain Stone: '134"51
/ 12 inch width /
6 inches above footing
6 mil poly for wet areas under slab ti,r rA-CC.- pro Ate._ cite-a 4j'rn
_ `ekfill t ppaoval _ _ +� a it)o ptC-&
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 Inspectionquest received:
Queensbury Building&Code Enforcement Arrive:'72:/)am/pin,��Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: <f, 6 74r5 - PERMIT#: 06—
LOCATION: N,..x,JGibIV ��_ INSPECT ON: _ AIMb-�CCp
TYPE OF STRUCTURE:
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
7/
o the concrete.
aterials for this purpose on site.
oundation/Wallpour
Reinforc e t i Place
Footing owel or Keyway in place
Founda 'o ampproofmg
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
/0 /z /140/07)All
Foundation Inspection Report
Office No. (518)761-8256 Date Ins ection equest received:
Queensbury Building&Code Enforcement Arrive: 6 /m/p Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Insp tor' itials:��
NAME: PERMIT#: -6-* 2_
74%
LOCATION: r r �q d _ INSPECT ON: q 1
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings/ �
rs
Monolithic Slab
Reinforcement in Place zV
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 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 Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM