2012-227 .4.1111% TOWN OF QUEENSBURY
Foew742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20120227 Date Issued: Monday, July 23, 2012
This is to certify that work requested to be done as shown by Permit Number P20120227
has been completed.
Location: 5 CHARLTON Ln �v
Tax Map Number: 523400-308-006-0002-003-000-0000
Owner: LUZERNE VENTURES, LLC
Applicant: LUZERNE VENTURES, LLC
This structure may be occupied as a:
Garage Attached By Order of Town Board
Single Family Dwelling TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property (-- awP 41 z5('
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.
01.k.
TOWN OF QUEENSBURY
` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
IN
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20120227 Application Number: A20120227
Tax Map No: 523400-308-006-0002-003-000-0000
Permission is hereby granted to: LUZERNE VENTURES, LLC
For property located at: 5 CHARLTON Ln
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: LUZERNE VENTURES, LLC
22 SULLIVAN Pky Garage Attached
Single Family Dwelling $125,000.00
FT. EDWARD, NY 12828-0000 Total Value
$125,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2012-227 5(kV) 0\ 0 I-�--1-
SFD 1,040 sf 1st Flr; attached garage 320 sf
$256.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, May 14, 2013
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Quecnsbury before the expiration date.)
Dated at the Town of ueens ry; /Ion s 4`, %• -', 2012
e.
SIGNED BY \ for the Town of Queensbury.
Director of Building&Code Enforcement
r_._" s, .-.:...r1,$r.Ai7010
OFFICE USE ONLY Irff
ii:..
TAX MAP NO. - - 3 PERMIT NO. ' a�a alic,c; _____ . . , II
FEES: PERMIT a 562crtEcREATIoN OD° ENGINEERING L� : MAY 0 8 2012 i
(If applicable) : : i
I
PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING
PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW
BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.
APPLICANT/BUILDER: (J Y OWNER: Com\ (Lu.ze .e.
ADDRESS: \--'(o`?ve.--, • c_ ADDRESS:
PHONE NOS. 79 "--7 -2 7 PHONE NOS.
CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: Lcu- PHONE: . r„-;( .7.: Com,
LOCATION OF PROPERTY: 0.,,,cLr VL... LC,_„.,,e. Cterk. .4 .D)
HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? YES ❑ NO
IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: `A,\D
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
z
CHECK ALL THAT
APPLY TO YOUR Z p o
PROJECT 0 � OJT CC _1 O = _
W W W I-1-
W Q a 0 U
W J � C� o C7 1=- H OH CtW Z
Z < < i- Cn N U) OIL HIL O. I o6
SINGLE FAMILY g 104 \O`-i4 \v 1
TWO-FAMILY O
MULTI-FAMILY
(NO.of UNITS )
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL
ATTACH
GARAG E1, ) aC, ;.2 1 t 1
OTHER
Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804
Revised 4/14/2010
IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:
ESTIMATED CONSTRUCTION COST: 1 2 7,CC C.) FUEL TYPE: C x`S 6...L7- :.4-c..2%)
HEAT TYPE:. sZ e_S. *HOW MANY FIREPLACE(S): ct AND/OR WOODSTOVES(S): )
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? ,
IS THIS A HISTORIC SITE? Nc,
PROPOSED USE OF BUILDING OR ADDITION: `:--/-k- k4-1 .re_y�e_,
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? `•-Dc)
ARE THERE EASEMENTS ON PROPERTY? \ --9T,
*Please complete a separate Application for"Fuel Burning Appliances &Chimneys"available in our office
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. 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 provi• - . - : -built survey by a licensed land surveyor of all newly
constructed facilities pri• • issuance •. : - (ficate of occupancy.
I have read and •ree to the a.e ff
Signed —.Aire ,/
40/
,0111 i��
1 1
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes
or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804
Revised 4/14/2010
Permission is hereby granted to the above This application / proposed action described
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury.
Application:
BUILDIN & ODES A`PROVAL ZONING APPROVAL
DAT: DATE
QUESTIONS? CALL 761-8256 OR EMAIL
codes(aqueensbury.net
Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensburv.net
Operating Permit Issued: Yes No
Occupancy Type: Construction Classification:
Assembly Occupancy Limit: Special Conditions:
Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804
a? I aa`?
• 5o 3 Revised 4/14/2010
Town of Queensbury
Highway Michael F. Travis
Department Highway Superintendent
742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413
Office Phone: (518) 761-8211 Thomas R. Vanness
Fax: (518) 745-4466 Deputy Superintendent
Home (518) 745-0929
www. Queensbury.net
DRIVEWAY PERMIT
Date: 11D
Applicant Name: c__\.3
Address to be inspected:
Return Address:
Applicant must show exact location and width of driveway(s) to be connected to the highway by placing
stakes at the specified location.
The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following
action has been taken:
Step 1: ( ) Preliminary Approval
Need: ( ) Slight swale
( ) Deep swale
( ) Level with the road
( ) Level with the top of the paved wing
Size culvert pipe to be used (if necessary)
( ) 12" ( )15" ( ) 18" ( )24" ( )36"
Preliminary inspections completed by: Date:
Approved by Higway Supt: Deputy Supt.:
Upon completion, please resubmit this approved permit for a final approval.
Step 2: ( ) Final Approval
( ) Rejected
Date:
Michael F. Travis, Highway Superintendent
Thomas R. Van Ness, Deputy Highway Superintendent
Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804
Revised 4/14/2010
OFFICE USE ONLY
TAX MAP NO. 30 g , b-A-3 PERMIT NO. I o> —a at)ERMIT FEE
APPROVALS: ZONING TOWN CLERK 8 2012
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID
PERMIT.
OWNER: C.. all INSTALLER: `` �C; O
ADDRESS: ADDRESS: �� `� i—�-7 -)
--CCC' `` # e-
PHONE NOS. PHONE NOS. 19 . , C .)--7 7
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED?
1981 -1991 X 130 = SPA OR HOT TUB
1992-present X 110 INSTALLED? \vv
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLI STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH?
I BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL ><1WELL (If well:water supply from any septic system absorption is: ft)
I PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi]
(Test to be completed by a licensed professional engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer
or architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: \C;vu GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
each garbage grinder,spa or whirlpool tub.
SYSTEM T E:
ABSORPTION FIELD(WITH NO.2 STONE) Total length I ',,C ft. Each trench X ,O
❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
0 ALTERNATIVE SYSTEM Bed or other type?
❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known • •r on •=,alf of an applicant,shall be void.
I have read -- regulations wit`�espe, o • is application and agree
to abide • these and all ece •/�' o e Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanit.•' Sew.•e Dis.• . • r• er" - codes(aqueensbury.net
VISIT OUR WEBSITE FOR MORE INFORMATION
'•nature of Person Responsible Date www.aueensburv.net
Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804
Final Survey Inspection
Dept. of Community Development
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Date received: 7 - /9- /A
NAME: Lazar, � �rrises
LOCATION: OIcam. A .
PERMIT#: l � —a a 1
• Final Survey Plot Plan
Approved Denied
The attached final
survey has been
received by the j
Dept. of ./
Community
Development.
Upon review the
survey has b en:
r
Craig Bvn, Zoning Administrator
Notes:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey
Zoning Administrator.doc
fct' Lo 9-u
Queensbury Building & Code Enforcement - Residential Final Inspection
t4�
Office No. (518) 761-8256 Arrive: am/.pm epart:/91 am/pm
Date Inspection request received: 7 /, `A�j i ....\ Inspector's Initials: 1�`"
NAME: L, U2 er r Q. v Q '*u r CA PERMIT#: / --a.1 4
LOCATION: _5- CArg 1-I-1-4,.- 11,-n DATE: 7 J-3-70
TYPE OF STRUCTURE: i=iN
Comments:
Yes No N/A
4" Building Number Address visible from road V
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
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 VZ
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing 1 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/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing 1 Wind•w in stairwells safety gI ing t
Interior Smoke De .• ors/Carbon Monoxi e ')etectors
Every level: Eve edro
Outside every bedroom a:
Inter Connected: Battery backup: V tf>
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / �cl ' � '�
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:
150 sq.ft.vents ✓ 0
Bathroom Fans,if no window I \
Plumbing fixtures L35PCv` v 1r
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification v,, '�
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%i"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/4 hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure /
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Planti
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required V
Flood Plain Certification, if required
Okay to issue C/C or C/O[Temporary/Permanent]
L:1Building&Codes Forms\Building&Codesllnspection Forms:Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11
-/ 2 $--
Septic Inspection Report
Office No. (518) 761-8256 Date Ins.- Ion :• e- - "`� ' /
Queensbury Building &Code Enforcement Arrive: v •• '6 `• De.• : .m pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial -
NAME: C vi C Lal %pi"r 3 4 5 P 'MU NO.:
LOCATION: ` G' Litan L- -L' E NSPECT ON: iMf►I Z
RECHECK:
�� Comments and/or diagram
Soil Ty.- and A. oam/ Clay
Type of Water Mu icipal, •e I Water
Wate '•= - ..ration distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO]
Absorption Field: Total length I:'Q ft.
Length of each trench -� " ft.
Depth of trenches ft.
Size of Stone .11-2--
Seepage
1rZSeepage Pits: Number _ _
Size: x
Stone Size:
Piping Size Type
Building to tank " .' CH 40
Tank to Distribution Box
Distribution Box to Field/ Pit f 1-) " PUL -re
Opening Sealed: �Y N
End Cap T N
Inlet/Outlet Pipes&Baffles
Manholes 12"or less below grade _Y,N
[provide extension collar if Yes] , Y N
Location/ Separations
Foundation to tank 1'O ft.
Foundation to absorption 'O .
Separation of Pits ft.
Conforms as per PI. N
Engineer Report an, -
Y N
•
ETU Maintenance act Y_ N
provided
Location of System on Property:
Front •ear Left Sid- •'.ht Side Middle Front Middle Rear
S stem Use S tus:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
Jun 26 12 05:07p p.2
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Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 2)
Queensbury Building & Code Enforcement Arrive: am/p, • -part , h am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , .11 P v
NAME: C Lir lI ( PERMIT #:
LOCATION:____5 INSPECT ON: V7-V)
TYPE OF STRUCTURE:
Y N N/A 1
Rough Plumbing /Nail Plates
Plumbing Vent/Vents in Place
1 % 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
1ulation50 P.S.I for 15 minutes
/ Residential Check/Commercial Check
Tyvek or Similar Exterior Sealant
Pte:: , '
I-Do• indow Sealed (Ngo Insulation)
D - • ..ateringlnsulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed •ro•erl / No duct to•e
COMMENTS:
Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 13, 2005, revised January 7, 2008
Rough Plumbing I Insulation Inspection Repori6a/)1
ti/v /
Office No. (518) 761-8256 Date Inspection request received: ' S //r
Queensbury Building & Code Enforcement Arrive: am/pm Depart: `- am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:6i.t, s
NAME: r1-14k-r4
_ PERMIT #: /- -.),)-7
LOCATION: iso n),N ����� INSPECT ON: /frjoi, fi2eAe/pa,3-
TYPE OF STRUCTURE: _ �,=)
Y ' N N/A
Rough Plumbing / Nail Plates
Plumbing Vent I Vents in Place
1 Vz inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet I 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.1 for 15 minutes
Insulation / Residential Check/ Commercial Check
Tyvek or Similar Exterior Sealant
rsper��;Attic Vent
7J/ 36(No Insulation)
u of Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace I Duct work sealed properly I No duct tape
COMMENTS:
Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008
,Q-
Rough Plumbing d Insulation Ins ecton Keport
Office No. (518) 761-8256 Date Inspection request received: Ca `" 5-1
Queensbury Building & Code Enforcement Arrive: am/pm Depart: ' am/pm
742 Bay Road, Queensbury, NY 12804 inspector's Initials: /`
NAME: 1-, LQ. PERMIT #: /
LOCATION: (' ;.� �s- INSPECT ON: LQ - - 1,�,
TYPE OF STRUCTURE: S (�
Y N JAL
Rough Plumbing / Nail Plates
Plumbing Vent I Vents in Place
1 'h inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet I 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
Tyvek or Similar Exterior Sealant
Proper Vent, Attic Vent
Door/Window Sealed (No Insulation)
Duct I Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/ No duct tape _
ft-7,V
COMMENTS: n� ) c.J
Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15, 2005, revised January 7, 2008
Rough Plumbing I Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: (i - �Z
Queensbury Building & Code Enforcement Arrive: am/pm Depart: I am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: 1,'cc4 v -,.4 0 t C (v T (PERMIT #: Z-- 21_1
LOCATION: 1 - c L,a INSPECT ON: -M z
TYPE OF STRUCTURE:
Y N N/A
)ough Plumbing / Nail Plates
Plumbing Vent/Vents in Placesa/
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
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
COMMENTS:
Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008
/ � 27),
Framing / Firestopping Inspection Report � -
Office No. (518) 761-8256 Date Inspection request received: • I c 2
Queensbury Building &Code Enforcement Arrive: am/pm Depart: ' ► a /pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: L C PERMIT#: Z 7
LOCATION: r C c\- INSPECT ON: `7 1 Z
TYPE OF STRUCTURE:
— Y 7 COMMENTS:
raming
Attic Access 22" x 30" minimum
Jack Studs/ Headers
Bracing/Bridging �✓ L-4
Joist hangers
.V i`') tl ✓ .117-V`5
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 %(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
) restopping -�
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
L:\Building&Codes Forms-OLD\Buildin9&CodesUnspedion Forms1Framing Firestopping Inspection Report.doc Revised January 7,2008
_(c ( I
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: _am/pm Depart: am/ m
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:,` k L�; (L-',.'Cj
v
NAME: C Q L PERMIT#: / `a. a'
LOCATION: C�11rn INSPECT ON: —d
TYPE OF STRUCTURE: _
Y N N/A 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
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/ Bearing Walls J
Metal Strapping for Notches Top Plate
1 'h (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 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 '/ 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. (VV)
5.7 sf above/below grade
5.0 sf grade
L:\Building&Codes Forr LD\Building&Codezlinspection FamrskFraming Firestopping Inspection Report.doc Revised January 7,2008
monctca.r,, g - ► 0
Foundation Inspection Report
Office No.(518)761-8256 Date Inspectio : • •.
Queensbury Building&Code Enforcement Arrive: - „ �,� • Depart: �,
ally b I,742 Bay Rd.,Queensbury,NY 12804 Inspector s Initial"
NAME: .( v 11T#: /) -2a
LOCATION: .- (xi ri ,,r, ksaevo.,INSPECT ON: . -ca i-Lk
TYPE OF STRUCTURE:
-7tillIll,lirill"
Comment
h
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
- Birckfill 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\Foundatlon Inspection Report.doc
LaVt printed 12/20/2005 9:24:00 AM
!F:0-F,Y>c7
Foundation Inspection Report
Office No.(518)761-8256 Date Inslction - • 3 ,t/J.
Queensbury Building&Code Enforcement Arrive:c'1 eg. Depart: mogrorm,
742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: ,
NAME: ri...C-- V L re/1 /PERMIT#: (72-air - a
LOCATION:
vi.al",)- INSPECT ON:
TYPE OF STRUCTURE: 5
Comments
Y N NA
ootings�
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 Waterproofmg
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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SIGNATURE DATE
.7