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TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20130322 Application Number: A20130322
Tax Map No: 523400-295-006-0001-023-000-0000
Permission is hereby granted to: VANDUSEN AND STEVES
For property located at: JACQUELINE Dr
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: ERIN KENNY
7 LOREN Dr Fireplace
UEENSBURY,NY 12804-0000 Garage Attached
Q Single le Family Dwelling $260,000.00
Total Value $260,000.00
Contractor or Builders Name/Address Electrical Inspection Agency
MATTHEW STEVES
4 PLEASANT LN
OUEENSBURY.NY 12804
Plans&Specifications
2013-322 Matt Steves for Andrew and Summer Steves
SFD 1st Flr 960 sf; 2nd Flr 1,379 sf
Garage 621 sf/ 1 Fireplace
$677.90 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,July 22,2014
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Towof Qu nsb4 *-4Tdy22,2013
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
Town of Queensbury Building & Codes
Received:
PRINCIPAL STRUCTURE APPLICATION Tax Map ID: Will
Permit No.:
A permit must be obtained before beginning construction Permit Fee: $ ?`�,9ta -i- .50 Fsi
Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ 25
units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: _
dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: /S--
homes,
Svhomes,but not including mobile homes. This is in addition to the permit fee.
a<
Date -7—/7-,/3 Applicant
Tax Map ID 2 4 g": /- 3 Address
Zoning Dit.-. e,)yr1,e.,iSmote y ^J t/'
Phone/E-mail 292_ -�f7-si
/trrt-i=
Property Ownerl�,G.2 ,�f G r, �1 Contractor/Agent /UI,$.i
Address Address
Phone/E-mail 9_7- 72 7-7 Phone/E-mail
l"1!a,��.l Su*Z,cxy c�ti 4
Building Street Address:
Subdivision Name: Lot#: Historic Site: Yes K,-No
Estimated cost of construction: $ 2_ 6,cje,-v
Type of Construction:
Check all that apply Please indicate measurements as required below:
o
z
d 1 st Floor 2nd Floor Other Total Height
a a 4
Single Family X 320 r 3L t ���Z 7 2,<5
Two-Family /
Multi-Family(#of
units_)
Townhouse
Business Office
Retail-Mercantile
Factory-Industrial
Attached Garages(#-I—) t
Other
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
If commercial or industrial indicate name of business
Proposed use of building or addition
Source of heat(circle one) Gas Oil Propane Solar Other
Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" ,-Yes _No
Are there structures not shown on plot plan?
Are their easements on the property?
Site Information
a. Dimensions or acreage of lot
CSO Q
b. Is this a corner lot?
c. Will the grade be changed a- a result of construction: —Yes No
d. Public water or Private well
e. Sewer or Private Septic System
Value of all work to be performed(labor and materials) $ Caa
ckei
Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and
department approval. 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 provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above.
Signed Date:
FOR OFFICE USE ONLY:
Operating Permit Issued: Yes _No
Occupancy Type:
Construction Classification:
Assembly Occupancy Limit
Special Conditions:
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
-tv*
Town of Queensbury Highway Department
DRIVEWAY PERMIT
Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Superintendent
Home: (518) 798-0413 Home: (518)745-0929
Office Phone: (518) 761-8211 Office: (518)761-8211
Fax: (518)745-4466
Building Permit#: " 3
Date:
Tax Map ID:
Applicant Name: 4- S7,ra- -
Address to be inspected:
Return Address: A69 1-iCA�iGA,.J,5 /2-1J .
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" ( )36H
Preliminary inspections completed by: Date:
Approved by Highway 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 Building&Codes Principal Structure Packet 518-761-8256
Office Use Only
Town of Queensbury Building & Codes Received:
Tax Map ID:
FUEL BURNING APPLIANCE & CHIMNEY APPLICATION Permit No.: / 3
Permit Fee: $
Application is hereby made to the Building &Codes Office for the issuance of a Building &Use Permit pursuant to the NYS Fire Prevention &
Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of
these requirements and also will allow all inspectors to enter premises to perform required inspections.
Important Note To Applicant: Rough-In and Final Inspections Are Required:
Date
Owner / 9iGz,�� r_ . 3:7,c-
-A
;-r Installer/Builder /Ji9
Address �-A r- Z s� /�.�� Address
Y ^j L
Phone '-'7 93- �2 -�-� - Phone '7 9z -- '-v -4/
Location of proposed construction and/or installation:
Contact Person for Building &Codes Compliance: A14= s-
Subdivision Name: ����G�f,J•'� rr s�
Fuel Burning Appliance Information Wood Coal Pellet Gas Oil
Stove
Fireplace Insert
Fireplace,factory built*
Fireplace, Masonry
Furnace, (Garage Only)
*If Factory Built, Please Provide: Manufacturer Name: P4,47'E'-—. h,-- Model No.'j:�u z.:_/Z
Listed By: Number:
Chimney Information
Masonry ✓check one _Block Brick Stone
Flue ✓check one Tile Steel Size in Inches
Material ✓check one Double Wall _Triple Wall _Insulated XDirect Vent _Chimney Linei
** If Non-Masonry, please provide: Manufacturer Name: -fir—_ Model No.
ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OF
MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE Town of Queensbury HANDOUTS REGARDING REQUIRED INSPECTIONS.
Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256
Town of Queensbury Building & Codes Office Use Only
Received:
SEPTIC DISPOSAL SYSTEM PERMIT APPLICATION Tax Map ID: _
A permit must be obtained before beginning construction Permit No.: 13 - 3
Permit Fee: $
Date 7" l✓-F
ApplicantSXJ 41 S 7.1Xai'S Installer/Builder DvSS',..)
Address Address r&-9
Phone 792- 8-�-7<Y Phone -2 9.7-- iE:,�
Owner V e - �� %� Location of Installation
Address - �
se
Phone Phone
Residence Information:
Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow
1980 or older x 150 = Garbage Grinder installed?
1981-1991 x 130 = Spa or Hot Tub Installed?
1992-Present _ x 110 �3®
Parcel Information:
Topography Flat Rolling _Steep Slope 4-7 %Slope
Soil Nature )Sand Loam _Clay Other
Groundwater At what depth?
Bedrock/Impervious Material At what depth? Aj
Domestic Water Supply _X Municipal Well(if well,water supply from any septic system absorption is ft.)
Percolation Test Rate- per minute per inch(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 architec
(unless installed in a Planning Board approved subdivision).
Tank size /ZSU gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub
t
System Type: Absorption Field(with#2 stone) Total length Zc--�L- '-ft. Each trench_XIX
Seepage Pit(S)(with#3 stone) How many? Size?
Altemative System Bed or other type?
Holding Tank System Total required capacity? Tank size? #of tanks?
NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form o.
Town website;2)Effective as of March 23,2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered unt
such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on ME
There will be no exceptions.
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 base,
upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applican
shall be void.
✓I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewag
Disposal Ordinance.
Signature <—:Z=-- Date:
Town o Queensbury Building&Codes Principal Structure Packet 518-761-8256
Final Survey Inspection
Dept. of Community Development
Town of Queensbury
742 Bay Toad
Queensbury, NY 12804
Date received:
NAME: (Gg.
LOCATION: � t
PERMIT #: -'
Final Survey Plat Plan
Apgroved Denied
The attached final
survey has been
received by the
Dept. of
Community
Development.
Upon review the
survey has been:
Craig B , Zoning Administrator
LEGEND
IRF = IRON ROD FOUND
CIRS = CAPPED IRON ROD SET
CB = CATCH BASIN
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-
169 Haviland Road Queensbury, New York 12804
(518) 792-8474 New York Lic. No. 50135
DAmdnUN GDWN SURT
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KEXCYPHD L[XD�NG �HYLlINIIGN NERD NEFEON, M'D
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I
Map of a Survey made for
I
ANDREW SUMMER SIEVES
-
Town of Queensbury, Warren County, New York
LANDS N/F OF
Date: January 13, 2014
Scale V=20'
BHAKAR SINGH
LANDS N/F OF
RF CRs
KATIE A. ALLEN
�
S 85041120" E
ves
=DWG70.9423 -New
MAP REFERENCE
DATE
101.00'
IRF
IPF
MAP OF A SUBDIVISION OF
LEHLAND PARK
DATED: DECEMBER 31, 1986
/
—7
BY D.L. DICKINSON
ASSOCIATES
/
LOT 27
/
103.99
/ AREA
/
/ 20147 Sq. Feet
0.46 Acres
/
h
/
LOT 28
/
LOT 26
LANDS N/F OF
JASEN NORTON
LANDS N/F OF
WENDY K. BHATTI
17.01 _
T
COVERtD
T
PORCH DECK /
N
/
.. 2 STORYWOOp /
l '
FAME ryOUSE
19.64-
s
AEU hou5E
LEGEND
IRF = IRON ROD FOUND
CIRS = CAPPED IRON ROD SET
CB = CATCH BASIN
i
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D„
CX.
S
y ��'''yy
L (� � /`� S iA ry e y ® r s
u f4..9` 1 ✓v
-
169 Haviland Road Queensbury, New York 12804
(518) 792-8474 New York Lic. No. 50135
DAmdnUN GDWN SURT
MM BE4RIXGADCEnxDIAyDwRIflCRaxALISA
vrounox oP xcrox izOB.waansox z. ormc
NCw YOMS
5
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mis suxvcr wws ewro. y� w xcexnAxa wim me
OLEM5TATC pfOft VND 9UMflOPSMCYIID
BY THC
BY RV MSiARf gnONO H NM
IP11O wftVEYOR5.9N0 [fRIIIICAnpi551WLFL -m -
iO mE YfP50N P�.1WFI � jry[ wMEY IS PP6MED, NiD
OH INS BEI4Y TOmEniL COMPNff,GOJi➢JAIEMN,
KEXCYPHD L[XD�NG �HYLlINIIGN NERD NEFEON, M'D
0nE B9GX BMitl= NgnGWiIN DX•
I
Map of a Survey made for
I
ANDREW SUMMER SIEVES
-
Town of Queensbury, Warren County, New York
Date: January 13, 2014
Scale V=20'
S _ 1
1 V1 1
�
ves
=DWG70.9423 -New
NO.
DATE
DESCRIPTION
2956-1-23
Queensbury Building & Code Enforcement - Residential Final Inspection "P11))
Office No. (518)761-8256 Arrive: am/pm Depart fo am/pm
Date Inspection request received: f !3 Inspector's Initials: zn
NAME: PERMIT#: —2�`
LOCATION: L e _ DATE: r FMI.'T)4
TYPE OF STRUCTURE:
Comments:
Yes No NIA
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches Gc
Roof Complete/Exterior Finish Complete oe
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
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 feetG �t
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 I n f
Interior Smoke D ectors/Carbon Monoxide etectors F ���
Every level: Ev ry Bedro / N
Outside every bedrooea: V
Inter Connected: ������////// Battery backup. dJJ✓✓✓
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 to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
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 � 1
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum e
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure to
Final Electrical;Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles tA
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C I C or C/O Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\Inspection FonnsWesidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08;Revised 12/22/10, Revised 04/13/11
Rough Plumbing O Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: Q am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspectcks Initials:
NAME: M P-')-1—e Q PERMIT##:
LOCATION: r C c j�;� s� INSPECT ON: &-13
TYPE OF STRUCTURE: (�
Y N NIA
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
50 P.S.1 for 15 minutes
Insulation/Residential Check/Commercial Check
Tyyek 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008
Septic 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 412804 Inspector's Initials: --" v
NAME: �- ` ,' ;��;�,�-C11a . PERMIT NO.: ? ' T`�7 - Ja
LOCATION: ai A ,a, �� INSPECT ON: .0/3
RECHECK:
Comments and/or diagram
Soil T / Loam/Clay
Type of Water: i I/Well Water
Water 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 r ft.
Length of each trench o ft.
Depth of trenches 07— ft.
Size of Stone 7W--L-
Seepage
'LSee a e Pits: Number
Size:
Stone Size:
Piping Size Type
Building to tank ZAz(_
Tank to Distribution Box L
Distribution Box to Field/ Pit
Opening Sealed: _ N
End Ca _ _N
Inlet/Outlet Pipes&Baffles N
Manholes 12"or less below grade _Y_N
[provide extension collar if Yes Y N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan
Engineer Report and As-Built _Y N
ETU Maintenance Contract Y_ N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use StatZ.1-1-1
.1-1-.
pprove
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 2910.doc
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Ins t% (J Inspector's Initials*
NAME: £ PERMIT#: Zsa 2
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N WA COMMENTS
Attic Access 22"x 30" minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers _
Jack Posts/Main Beams _V��� j,��� �� ,� � CY'-
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
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 5/8 inch Type X
Garage side 518 inch Type X
Ceilingfwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LABuilding&Codes Forms-OMBuildN&codesUnspec ion FomisTraming Firestopping Inspection ReporLdoc Revised January 7,2005
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 10A 13
Queensbury Building & Code Enforcement Arrive: I I "tc> am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: _ L t v�� PERMIT#: V 2��
r
LOCATION: C \f INSPECT ON: c 3
TYPE OF STRUCTURE:
Y N/A COMMENTS:
aming a
Attic Access 22" x 20" minimum •� ������ �,�^,.,��
Jack Studs/Headers ;}} fv—a
Truss Specification Provided
Bracing /Bridgings c �✓ S
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C. w � •--
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing t�
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 ans 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. L�,3
Garage Fire Separation
House side 1/2 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
Design Professional Sign-off, If required
Framing Firestopping Inspection—Revised-02 0513
Rough Plumbing 0 Insulation Inspection Report Op!YNC'
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Road, Queensbury, NY 12806 Inspector's Initials: `
NAME: PERMIT##:
LOCATION: a �ye _y 0l INSPECT ON:
TYPE OF STRUCTURE: `1
Y N NIA
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
50 P.S.1 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 Report revised Nov 17 2003, revised February 18,2005, revised January 7,2008
Ff ; 1--3 (3p r,)
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ill
NAME: (2- 1 L+(::? / c �%"N_�� PERMIT#:
LOCATION: `5( C, r%1 i� �" INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS:
Framing
Attic Access 22" x 20" minimum
Jack Studs/Headers
Truss Specification Provided
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
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 ans 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 1/2 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
Design Professional Sign-off, If required
Framing Firestopping Inspection_Revised_02 0513
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: i
Queensbury Building&Code Enforcement Arrive: am/pm Dep pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials
NAME: S Cl &JT 2Z
`� PERMIT#: _____�_�
LOCATION: c i.We ! INSPECT ON:
TYPE OF STRUCTURE:
Co m n
Y 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/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
kfill 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 Inspection request received: 7/2� t _
Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ c ' pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ` NkN-�
NAME: PERMIT
LOCATION: '� `t� INSPECT 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 c,
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump � Z
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\Inspectlon Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: _t3 _
Queensbury Building&Code Enforcement Arrive: am/pm Depart;;�am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:64�
c>1
NAME: � PERMIT#: 2 cl" 2-Z
LOCATION: INSPECT ON: �.
TYPE OF STRUCTURE:
Conl„m n •
Y 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 se on site.
Foundation/Wallpour
Reinforcement in Place
Vic
.-Footing
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.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
iJ CO
Foundation Inspection Report
Office No.(5 18)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:
NAME: ar-4o PERMIT#: _1 ,-
LOCATION: pINSPECT ON:
TYPE OF STRUCTURE: -S 1=
Co m n
Y 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/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 p2ly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R 7.
-
Rough Grade 6 inch drop within 10 ft.
L:\Buliding&Codes Forms\Building&Codes\lnspeition Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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:/I
NAME: 'Se'Q S PERMIT#: .3— 3 a l
LOCATION: G p- INSPECT ON: — An-/
3
TYPE OF STRUCTURE:
Co m n
Y 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/Wallpour
Reinforcement in Place --Z AMR-. �� �-�--
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