2005-168 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4E Community Development- Building &Codes (518) 761-8256
CERT1FICATE '%C').'FE7 OCCUPANCY
Permit Number. P20050168 Date Issued: Friday, November 25, 2005
This is to certify that work requested to be done as shown by Permit Number P20050168
has been completed.
Tax Map Number. 523400-239-018-0001-054-000-0000
Location: 548 LOCKHART Rd
Owner. JUDITH KRUEGER
Applicant: JUDITH KRUEGER
This structure maybe occupied as a:
Residential Alteration By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, //'Ow
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enfoi ement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20050168 Application Number: A20050168
'fax Map No: 523400-239-018-0001-054-000-0000
Permission is hereby granted to: R TDITH KRI TF.CrF.R
For property located at: 548 LOCKHART Rd
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. Tyne of Construction Value
Owner Address: JUDITH KRUEGER
PO BOX 527 Residential Alteration $200,000.00
Total Value $200,000.00
LAKE GEORGE, NY 12845-0000
Contractor or Buddei s Name /Address Electrical Inspection Agency
Plans&Specifications
2005-168
RESIDENTIAL ALTERATION DUE TO FIRE DAMAGE
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, March 31, 2006
(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 own ue say, March 31, 2005
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Mir%r
IY �rdA' usita
y Supenr�te
DEPARTMMT "am(514 rW.512'r
742 Bay Road• Q,u, Uury,NY 12804 Mliidmd A Travis
Officenone: (5t8) 74f-82tf De"NO" 'pendent
rx:(3710 745-4W (sta)M-0413
DRIVEWAY PERMIT
DATE: X le
APPLICANT NAME:
TELEPHONE NO.: l
ADDRESS TO BE INSPECTED: 7 71��
RETURN ADDRESS
Applicant must show exact location and width ofdriveway(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. Mw
following action has bem taken:
STEP 1: ( )Preliminary Approval
NEED: { )Slight:wale
{ 1 Level with the road
( )Deep:wale
Sue pipe to be used(if necessary)
)15" ( )18" ( )24" { )36"
Preliminary inspectiop completed by DATE
Approval by Highway Supt. Deputy Sup(
Upon completion,please resubmit this approved pemik for a final approval.
STEP 2: ( )Final ApprorA
( )Rejected
DATE:
Richard A. Missita,Highway Superintendent
Permit No. o;�00 ` Os;
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid
742 Bay Road,Queensbury,NY 12804
Dave Hatin,Director codes@aueens bury.net Recreation Fee
Phone: (518) 761-8256 FAX: (518) 745-4437 6 q1
Principal Structure Building Permit Application
A M Application & Plans subject to review before issuance of a valid ermit p•r construction
Instructions: A permit must be obtained before beginning construction. No inspections will be made until the
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form.
Applicant/Builder e-0 Me«E �g,,,s1f, -Ja Owner: ��✓�
Address: �� ref sr, Address: �-Yy ,(A Af'
.- L�A&_ciwrlas At -Z,
Home Phone: 21 Home Phone:
Email Address: Email Address:
Cell Phone: 24S` WA3_ Cell Phone:
FAX Phone: — *dV: "_?- 3157 X FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: 1'`e�J G.11�7
Address: S•t�ic Phone
Location of proposed construction: Lot No. Legal Address: �rh
Tax Map Number: �M , 6- 1- S), Subdivision Name:
Estimated Cost of Construction: $ e�� , 6-06
Proposed construction is for: Zesidential Use _Commercial Use
Name of Business: L
If proposed construction is an addition,what will use of new addition be? RP-f W AlY A�'fe, 1t/R�
i
New Addition Alteration Proposed Construction 1°t Floor 2nd floor Other Total Proposed
structure (Occupancy Type) Sq. Ft. sq.ff. Sq.Ft. Square feet Height
Ft.&in.
Single-Family Dwelling
Two-Family Dwelling
Townhouse
Multifamily Dwelling
Number of Units:
Office r
Mercantile
Manufacturing
Other:
Attached Garage], 2, 3
Type of Heating System: Electric, Oil , Woocl<orced H t Baseboard, Other: I
Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes _ No C,f5'f
Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge, the statements contained in the application, together with the plans and
specifications submitted, are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the
proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner.
Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a
licensed surveyor, drawn to scale, showing actual location of all new construction.
Dater Applicant/Builder Signature: ��
The application of dated is hereby approved and
permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set
forth above.
Date: Authorized Signature:
L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04
Application for Permit—Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
.................................................................................................................................
Office Use
Location of installation: r�—_x 1.5 '1
File Permit No.
Tax Map No.
Owner's Name:
Fee Paid
........... ........................................ .......... ..........
Address:
2. INSTALLER'S NAME PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s)and multiply#of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Daily Flow
1980 or older x 150 gal/bdrm. =
1980- 1991 x 130 gal/bdrm =
1991 —present x 110 gal/bdrm =
Garbage Grinder Installed yes no
Spa or Hot Tub Installed yes no
4. PARCEL INFORMATION: (circle applicable information&indicate measurements)
Topography Soil Nature Ground Water Bedrock or impervious Material Domestic Water Supply. _y
Flat sand at what depth at what depth municipal
Rolling loam —feet —feet well
Steep slope clay if well; water supply
%slope other from any septic-system
depth: absorption is ft.
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: minute per inch
5. 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). Add 250 gallons to the:size
of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub.
Septic Tank: gallon(min. size 1,000 gal.)
Tile Field: each trench fl. Total System Length: ft.
Seepage Pit(s): number of size of each: _ft. by t.
_f
Size of Stone to be used: # depth or thickness feet
Bed System Size: x
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: Size of each:_gallons TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,please note that pursuant to Section 136-29 ofthe 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 by or on behalf of an applicant, 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 Sewage Disposal Ordinance.
II
Signature of responsible person Date
. 'fI♦��1V►1 ��• CZttCt♦.1iLal�tlry
f e ♦. ♦
ST.wt.►:I a►ut ��wr�;c. [)T�j►a...�I t.lt:►t►lt t•
Appmuiix C.
1
' E'VI RATION ItI:t�I,liiti'itiZlt�i�l'I♦;;
01
pot D
HJE►t. tN >!Inlr�fZ• rT L .
�
G F ..
. , � c .i ,� / SCf•TtG ��.
�"�" t U1'►lTttla111t`t( �
\ •. F ��1t
�atTRPt1q 1
......ram_ �...
w
, y
7. SICYNATURE &INFORMATION W F�p ti �V1V�,t�sL�,R'lr.�\.sVt'1 uJidfiry awvJ
i
Queensbury Building & Code Enforcement - Residential a Final Inspection
Office No. (518)761-8256 Arrive: am/pm epart: �� am/pm
Date Inspection request received: Inspector's Initials: .'l.�
NAME: PERMIT#: CID D
LOCATION: DATE: / )
TYPE OF STRUCTURE:
Comments
Yes No NIA
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location �( S
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 1 'v;
Handrail Termination at Newell Post or Wall ` r
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more users
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: Batterybackup:
Carbon Monoxide Detector —• i i Attic access 30 inches x 22 inches x 30 inches(height) ��in accessible area I 101)
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .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 properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required `
Flood Plain Certification,if required
Okay to issue C/C or C/O[Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised—I 00405.doc
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. 518 761-8256 -ADP,vV
( ) Arrive: am/p /�D _am/pm
Date Inspection reque received: Inspector's Initials: (J� �j
NAME: � " l O
LOCATION: ` DATE:
#:
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 �j
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 waterti ht
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 71—
Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents 17
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .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 Tern 110
Enclosed Stairs Sheetrock Underside minimum%z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/Y4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass nclo re
Final Electrical
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/O Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_I00405.doc
y, yam, ���.,� uo.tt 5ltidb/9699
SC SECURITY CENTERS PAGE 01
or
SM'Ml�x�tbU
�Mc-EAFi,'
DSC Security Centers, Inc.
PO Box 38216
Albany, Now York 12203
Phone-518-356-4080
Fax-518-357-9699
Tuesday,November 22,2005
Ken Collette
Ken Collette Construction
Re:Krueger residence
548 Lockhart.Mountain Road
Lake George, NY 12845
Dear Mr. Collette:
This letter is to certify that the new Fire Alarm components of your residential building have been tested and are
completely operational as of our completion date of 11/17/2005. The existing smokes and heats have also been tested
and are operational. The system will be connected to our UVFM listed central station via phone lines and will be fully
supervised with weekly test signals once the residence phone line is operable.The system is completely in compliance
with NFPA 72 standards.
The installation was complete and tested 11117/2005,by Donald W. Selee,Jr.
Please feel free to contact us with any additional questions,at 5 18-3 56-4080.
Sincerely,
Rebecca L. Selee
VP of Operations
DSC Security Centers
PO Box 38216
Albany,NY 12203
Donald W. Selee-NYS Lic.#12000020803
Exp.-10/09/05
Enclosure(1)
RLS/rls
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection requ st received:
Queensbury Building & Code Enforcement Arrive: _a m De rt: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: Vie t6&A4 PERMIT#:
LOCATION: L-,< INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
Jack Studs/Headers ��K�L
Bracing/Bridging III
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 %z (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 snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
F' e wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation 'TT
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
/415 tlL-
L\SueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection reques ec ived: C
Queensbury Building& Code Enforcement Arrive: am/ e art: am/pm IA*742 Bay Road, Queensbury, NY 12804 Inspector's Initials.
NAME: PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N Framing N/A COMMENTS
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 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 and snow shield 24 inches from wall
Fir separation 1, 2, 3 hour
ire wall 2, 3, 4 hour
Firestopping
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 -sf above/below grade
5.0 sf grade
f�J S() ---
L:\SueHeming\%-ay\Building.Codes.Inspection.FORIVIS\Framing Firestopping Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/p epart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: 'Yv _ PERMIT #: '�
LOCATION: E A INSPECT ON:
TYPE OF STRUCTURE: 716011
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 Cc—I L /it(fo
Pressure Test
Water Supply Piping
Air Head
P.S.I for 15 minutes
nsulation Residential Check/ Commercial Check
Proper Vent Attic Venter 1,j5Ut—
Duct / Hot Water Piping Insulation
If required unheated spaces ✓"
Combustion Air Supply for Furnace �y
S
work sealed properly / No duct tape
/ ,
COMMENTS:
-
C�
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005
Rough Plumbing a Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection reque re iv
Queensbury Building & Code Enforcement Arrive: �a part: Lam'=1�am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: )�)ru e A✓ PE IT #: �
�XJU
LOCATION: 5119 Ly r INSPECT ON: - 3n-o<,
TYPE OF STRUCTURE:
l
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
5 .S.I for 15 minutes
sulation Residential Check Commercial Che car
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
COMMENTS:
LAPam Whiting\Building&Codes\lnspection 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 r ues r ei d:
Queensbury Building&Code Enforcement Arrive: m/p part: lbdQe-
742 Bay Road, Queensbury,NY 12804 Inspector's Init' 1
NAME: PERMIT#: Z-.)V' l{.'g
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
Framing COMMENTS
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 '/s 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
oe
estopping
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
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: `
Queensbury Building&Code Enforcement Arrive: a Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initial/
NAME: P Lie--6611-z _ PERMIT#:
LOCATION: l_ I-4Ak t INSPECT ON: Z dT
TYPE OF STRUCTURE: /
Y N N/A
Framing COMMENTS
Jack Studs/Headers V
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 %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 and snow shield 24 inches from wall
Fire se ation 1, 2, 3 hour
Fir wall 2, 3, 4 hour
irestopping Lo&7
Penetration sealed C� C , `►`
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 (,` 16 ),jSbL
Ceilin /wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W) j
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.lnspection.FORMS\Frarning Firestopping Inspection Report.doc January 28,2003
J
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: o
Queensbury Building &Code Enforcement Arrive: am/ epart: an-1/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:.
NAME: K2vfnE=12 PERMIT#:
LOCATION: ocl�y�J��.j — INSPECT ON:
TYPE OF STRUCTURE:
J
COMMENTS
r
Framing Y N N/A
Jack Studs/Headers
Bracing/Bridging
Joist hangers f
Jack Posts/Main Beams 1
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 %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 and snow shield 24 inches from wall
Fir separation 1, 2, 3 hour
ire wall 2, 3, 4 hour
Firestopping Ali
44�
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) i
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LiSueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: a p Depart: m/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initial
NAME: i PERMIT#: 0jr—
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
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 %z 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
irestopping
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:
Queensbury Building&Code Enforcement Arrive: am=art: �—� —am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: '(�� PERMIT#: V
LOCATION: 0 INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers C
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 %z w 16 gauge 8 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
e 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 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: S 31 oS'
Queensbury Building&Code Enforcement Arrive: am/ D art: pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials
NAME: e.A&f:ne, PERMIT#: 24Vt�—1 fob
LOCATION: 19 7 tzcX.r`ftAg" K�Ti�1—t rj INSPECT ON: 110
TYPE OF STRUCTURE:
r-1% 4 -*YN
raming COMMENTS
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 %z (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 snow 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 %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
L\Sue Hemingway\BuiIding.Codes.Inspection.FORM S\Fanning Firestopping Inspection Report.doc January 28,2003
S -I��--
Framing / Firestopping Inspection R ort
Office No. (518) 761-8256 Date Inspection rece'ved:
Queensbury Building& Code Enforcement Arrive: epart: \1/ \1 am/pm
'742 Bay Road, Queensbury, NY 12804 Inspector's Initia s
NAME: PERMIT#: 2005- 1 (o$
LOCATION: INSPECT ON: I
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
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 %z (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 snow 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 X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W) j
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection re r c ve
Queensbury Building&Code Enforcement Arrive: _ pm rt: �_ pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initia
NAME: , "nPERMIT#:
LOCATION: i;cf INSPECT ON:
TYPE OF STRUCTURE:>N f
Y N IN/A COMMENTS
ming
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 '/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 and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour V1_ZTV C CISS -
Firestopping
Penetration sealed
16 inch insulation in cavity min. �q -T� k\x0(:k1
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
L:\SueHerningway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003