2008-172 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080172 Application Number. A20080172
Tax Map No: 523400-3 08-010-0002-001-000-0000
Permission is hereby granted to: STEPHANIE GILMAN
For property located at: 510 LUZERNE 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. Type of Construction Value
Owner Address: STEPHANIE GILMAN
510 LUZERNE Rd Garage Detached $3,000.00
QUEENSBURY, NY 12804-0000 Total vei°e s3,000.00
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2008-172
900 SQ FT GARAGE/POLE BARN
$90.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, May 15, 2009
(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 T Quee urr, Thursday, May 15, 2008
SIGNED BY for the Town of Queensbury.
Director of Buildin Co ;Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080172 Application Number: A20080172
Tax Map No: 523400-308-010-0002-001-000-0000
Permission is hereby granted to: STEPHANIE GILMAN
For property located at: 510 LUZERNE 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. Type of Construction Value
Owner Address: STEPHANIE GILMAN
Garage Detached $3,000.00
510 LUZERNE Rd
QUEENSBURY, NY 12804-0000 Total value $3,000.00
P
Contractor or Builder's Name /Address Electrical Inspection gency
Plans&Specifications
2008-172
900 SQ FT GARAGE/POLE BARN pd$25 on 4/9/2010 to renew permit for 1 year.
$90.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, April 09, 2011
(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 T n of eens u d May 15, 2008
for the Town of Queensbury.
SIGNED BY Q �'
Director of Building&Code Enforcement
OFFICE USE ONLY
' TAX MAP NO. PERMITNO. 5 2008 +
� �+IA ,
FEE PAID BLDG.&CODES APPROVAL ' TOWN OF QUEENS13U Y
' " BUILDING & CODES,
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure (house)to include, but
not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3
entitled Accessory Structures-Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS
RECEIVED A VALID BUILDING PERMIT.
OWNER: _� •lcr,, C .-yl ,•,r INSTALLER/BUILDER.__� \
\4
1 1 _
ADDRESS: ADDRESS:
PHONE NOS. ��l v PHONE NOS.
LOCATION OF PROPERTY: i��Z�fy� 12� SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION:
ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? Z
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
PROPOSED CONSTRUCTION 1sT no PROPOSED FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SO.FT. SQ.FT. FT.&
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH"
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
PetegARN 9 p0 16 �
DETACHED GARAGE(NO.OF CARS:)
OTHER ACCESSORY STRUCTURE:
"CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
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.
QUESTIONS? CALL 761-8256 OR EMAIL
I have read and agree to the above. codes(dQueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed f /"
ZIL Dated y www.Clueensbury.net
:
QTown of Queensbury- Community Development Office • 742 Bay Road, Queensbu;ly, NY 12804
B 1-LGL 11-05
C1CorrinaurzitV DeVelop►rnenf Office
Town of QueensNiry • 742 Bay Rd.
Quce'nsbury, Nczu York -12804 PLOT PLAN
Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines.
SIDE PROPERTY LINE
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SIDE PROPERTY LINE 1 SQUARE _ FT.
Pole Barn 30'x30'x10'wall
Pole layout
oy�- RZ
118.50 in. loft. 9 ft. 10.50 in.
OUTSIDE TO CL CL TO CL CL TO OUTSIDE
W General Notes:
0
a o The layout is shown with wall framing side boards
o between poles. Side boards are 1-1/2" thick
which results in a building frame that is 30'x30'
overall.
CL stands for the centerline of pole.
Carefully layout and dig holes for 4x4 poles. We
recommend a minimum 8" diameter hole.
U Length of pole above ground should be 10' plus
° any allowance for the slope of the ground. Poles M
0 are cut to length after framing is complete.
Adjust pole spacing for additional doors and other
size doors.
Install poles with concrete.
J
U
o Tip - Spend plenty of time making certain that
o poles are plumb and your layout is square and
L - spacing is correct. This is the key to quality and
r o �d easy barn construction.
Door
118.50 in. 118.50 in.
Outside to outside 120.00 in.Door Outside to outside
clearance
30 ft.
12 d
2 FAIN I tU S L i /_ 4�—
SCREWDOWN ROOF
i
A L 36" x 44" /� 36" x 44"
2 THERMAL PANE THERMAL PANE
WINDOW ! WINDOW
II _ ! III
j 6=QARNER—TRIM
BASE !
ANGLE !
BACK SIDEWALL LEFT ENDWALL
SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0"
29 GA.
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Community Development Office
Town of Queensbury • 742 Bay Rd.
Queensbury, New York •12804 PLOT PLAN
Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines,
SIDE PROPERTY THIS PLAN T E, ,3
LINE PROJECT SITE `
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Queensbury Building & Code Enforcement - Residential Final 1 pection
,E�/-7 , _
Office No. (518)761-8256 Arr Arrive: '��a rt. /pm
Date Inspection request received: Inspector's Initials:
NAME: �I E IT#:
LOCATION: TE:
TYPE OF STRUCTURE: q e
Comments•
Yes No N/A
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
Roof Com ete/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
Handrail Termination at Newell Post or Wall
Interior/Exterior Railinp 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to silt 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/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)In accessible area
Crawl Spaces 18 inch x 24 inch access,I s .ft.-150 sq.ft.ventsI�-
Bathroom Fans if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification _ ��M®�1 F_ 1 L
Floor truss,draft stoppingfinished basement 1,000 .ft.
Emergency ress 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 Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs dosed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Gas L s in Sealed or Glass Enclosure
Final Electrical;Energy Saving Ui ht Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles �1
Flex Gas Pipe Bondingr
As Built Sejptic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/O Temporary/Permanent
LABuilding&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11
Queensbu uildin & Code efor""�t -4�e�sidential F' I Inspection
rY 9
No. (618)761-8256 Arrive & a am/pm
Date Inspection request ri Q Inspe-cttor's initi
NAME: K;-, 1 �Z�%J ERMiT#:
LOCATION: DATE: —
TYPE OF STRUCTURE:
Comments:
4' Building Number Address visfNe from road `
Chimney Height/'B'Vent/Direct Vent Location ` l
Fresh Air Intake
3 Inch Plumbing Vent through roof minimum 6 inches j
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrall 4 or more risers
Guards at stairs deckspatios 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
Interlor/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Romp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Vows shut-off /regulator 18 inches above grade
interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen wate ht
Safety /Window in stairwells wfety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches i ht in accessible area
Crawl Spaces 18 Inch x 24 inch access 1 gg.ft:150 sq.ft.vents
Bathroom Fans if no window
Plumbing fbdures
Foundation insulation/Insulation Certitc atioon
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-Mt at entrance to fumace area
Fumacs/Hot Water Heater opqrsting
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water TeLnp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs dosed rise>4 inches
Garaps Floor Pitched _
Garage fireproofing/%hour Fire door/door closer ` J
Duct work Sealed proWy
Gas LogB in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Boriding
As Built Septic System/Sewer Dept.In on Sticker
Site Plan /Variance required
Flood Plain Certification if required
Okay to issue C/C or C 10 1 Temporary/Permanent
LABuilding&Codes Form"ullding&Codes%lnspection Forms%Residenbal Final Inspection Forri_rev1sed_100405.doc;Revised
January 7,2008;Revised 6/28/08
70S 1, ���C�/C� �-- ��� �� -� q \%A
Queens ury Building & Code forcement - Residential Fin ns ction 93Z-3 �
Office No. (518) 761-8256 Arrive: 1 am am/pm
Date Inspection request received: Inspector's Initials:
NAME: P IT#: (�,c�
—f / 2-
LOCATION: E: � 3, — )to—i l7
TYPE OF STRUCTURE:
Comments:
yn B2 &A_
4" Building Number Address visible from road /� O
Chimney,Height/"B"Vent/Direct Vent Location
7
Fresh Air Intake
3 inch Plumbing V ' imam 6 inches
Roof Complete(Exterior Finish Complete
Platform at all e
Handrail 4 or more risers
Guards at stairs deckspatios more than 30inches 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 feet
6 inch clearance to sill plate
Gas Valve shut-off tV osed/re ulator 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/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access 1 sq.CA 50 .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation 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
Oil Furnace shut-off at entrance to fumace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%"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
Arc Fault Breaker in Bedrooms
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 10 Temporary/Permanent
LABuilding&Codes Forms\Building&Codes\Inspection ForrnsWesidential Final Inspection Forrn_revised_100405.doc;Revised
January 7,2008;Revised 8/2601
Framing / Firestopping Inspection R rt
Office No. (518)761-8256 Date Inspection u �ved:
Queensbury Building &Code Enforcement Arrive: a rt: - am
742 Bay Road, Queensbury, NY 12804 Inspector's In' I
NAME: tL PERMIT# -
LOCATION: INSPECT ON: - -
TYPE OF STRUCTURE:
Framing
Y N NIA COMMENTS:
� ` _
Attic Access 22" x 30" minimum
Jack Studs/Headers F
Bracing/Bridging
Joist hangers ,
Jack Posts/Main Beams i7
Exterior sheeting nailed properly c � <
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 518 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/ Bedrooms
24 in. (H)
20 in. (V1r7
5.7 sf above/below grade
5.0 sf grade
LABuilding&Codes Forms-01-Muilding&CodesNnspection ForrnsTranNng Firestopping Inspection ReporLdoc Revised January 7,2008
Framing / Firest pping Inspection R,eP°tt
Once No. (518) 761-8256 Date inspection ved:
Queensbury Building &Code Enforcement Arrive: a part: -Z;- cQ anR�?
742 Bay Road, Queensbury, NY 12804 Inspector's Initial
NAME: (` '� RMIT#: r ��
LOCATION: �r I PECT ON:
TYPE OF STRUCTURE:
6 Y N A
Framing A COMMENTS:
V"`
ss 22" x 30" minimum
Jack Studs/Headers
Bracing/Bridging c, t t'k
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly -co(klc
12"O.C. ( , E
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing p
Headroom 6 it. 8 in. 'HER��f �o�'o.SET� SE ZX�10
Notches/Holes/Bearing Wails
Metal Strapping for Notches Top Plate LiXy c owtA�*-
1 '/ w 16 gauge 8 16D naffs each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 it. 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's inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceilinghyall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (V1l)
5.7 sf above/below grade
5.0 sf grade
L:1BuiidkV&Codes Forms-OLDSuilding&CodesUnspection FomisTraming Fi oshVphV Inspection ReporLdoc Revised January 7,2006
Framing / FirestoPP g in Inspection Report
Po
Once No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depa m/pm
742 Bay Road, Queensbury, NY 12WX Inspector's Initials:
NAME: 7.D--
_ PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: ��e'
l� L",' i it
Y N/A COMMENTS:
naming
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
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 wail 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
Ceilingfwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. OM
5.7 sf above/below grade
5.0 sf grade
LABuikkq&Codes Fortes-QLDSuilding&CodesUnspection Fom*Trerrdnp Fvedopp ft Inspection Report.doc Revised January 7,2008
Foundation Inspection Report
Office No.(518)761-8256 Date Ins do request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspect Initials:
NAME: c 4 \= PERMIT#: V�
LOCATION: INSPECT ON: _
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
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
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