2004-910 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFI CATE OF OCCUPANCY
Permit Number: P20040910 Date Issued: Tuesday, January 25, 2005
This is to certify that work requested to be done as shown by Permit Number P20040910
has been completed.
Tax Map Number: 523400-301-014-0001-075-000-0000
Location: 5 LADY SLIPPER Dr
Owner: MARGARET CARPENTER
Applicant: MARGARET CARPENTER
This structure may be occupied as a:
By Order of Town Board
Porch TOWN OF QUEENSBURY
� g
Director of Building&Code Enforcement
1
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
42t Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040910 Application Number: A20040910
Tax Map No: 523400-301-014-0001-075-000-0000
Permission is hereby granted to: MARGARET CARPENTER
For property located at: 5 LADY SLIPPER 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. Tyne of Construction Value
Owner Address: MARGARET CARPENTER
Porch $12, 00
5 LADY SLIPPER Dr
Total Value $12,000. 0
00
QUEENSBURY, NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
MICHAEL SCHIJSTERITACH
24 LADYSLTPPER Dr
OIJEENSBI RY_ NY 12804
Plans&Specifications
2004-910
168 SQ FT 3-SEASON PORCH
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, December 06, 2005
(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 To Queen ury; o day, December 06, 2004
SIGNED BY t for the Town of Queensbury.
Director of Building Code nforcement
' Building Permit Application
Town of Queensbury—Dept of Community Dcvelopmcnt,742 Bay Road,Queensbury,NY
(518)761.8256
i
Apermitmustbe obtained before beginning construction. PermitFilcNoVt
No inspection will be made until applicant has received a Foo Paid
valid building permit. All applicants' spaces on this Rae.Fee Paid
applioation must be completed and must appear on the Reviewed B
appliostion form. (�
Applicant:
�J Owner: 4e9��Yj
PP
Address: Address:
Phone#MD Phone# )
_7 9q —7Z3�e ;�—,�
Property Locatloi: Lo umb . / House Number�/ '
Subdivision Name: n Tax Map Number:
:o New Building: residence /commercial 'Estimated Market Value of Construction:
:Addition: residence! ommercial If Addition,w will use of n di' n be? ---
Io Alteration: residence commercial
o No change to exterior size: residence/com'1 _ �y i
o Other work(describe
Check Occuponcylnformation 1 Floor 2° Floor Other floor
Below sq.it. sq.ft. sq.ft. Square Feet
Single ftdly dwelling
o Two family dwelling
o Townhouse
o Multifamily dwelling
#Of units
o Office
o Mercantile
o Mamufactutin
D 1 ear detached ga
0 2 oar detached iego
0 3 ear detached&=go TrNiAM
fl 1 oar adtstched Vngo
2 car attached e
0 3 car attached gamgo
e Storage building-
commerdal
o Storage building-
residential
o Other
What is the proposed height of the structuro _�o� feet ?inches
Will any second-hand or ungraded lumber be used? If so,for what? Alto
Number of F'trevlaces to be installed �lJ,� Number of Woodstoves to lie installed
List below the person(s)responsible for supervision of work as regards to building codes:
Address- Phone Number
Builder 793 77
Plumber t rr
Mason
(Electrician t �
DecIM3g please signbelow after you have carefully read the statement:
To the best of my knowledge the statements contained in this 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
piovisions of the Building Code,the Zoning Ordivanco and all other laws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is author4d by the ovuer, Further,it is understood that I/wo shall
submit,prior to a Certificate o 0 or Certificate o mpliance being issued,as requested by the Zoning
Administrator or Director des,an by a licensed surveyor;drawn to scale,showing actual
location of all new co
Signature: G owner,owner's agent,architect,contractor
J Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/p parA am/pm
Date Inspection request received: _ Inspector's Initials:
NAME: PERMIT
LOCATION: _ DATE:
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in.or more a�stairs,decks,patios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in, or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum %2"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.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
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
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
Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents
Building No./Addre s vi le f road
Final Electrical
Site Plan /Varianci re u red
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\Buildinp,&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04
Framing / Firestopping Inspection Report
Office No. 518( ) 761-8256 Date Inspection request received: ftjp
Queensbury Building & Code Enforcement Arrive: am/p epart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials.
NAME: Q� ��-�r-� �� PERMIT#: 1
LOCATION: INSPECT ON: — 2 - f
TYPE OF STRUCTURE: y
x A N iv/a r`amrig COMMENTS
ty�
Jack Studs/Headers
Bracing/Bridging
Joist hangers
�J
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
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
LASueHernin-.way\13uilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report �u
Office No. (518) 761-8256 Date Inspection r4<6�e;sl�?r e-i d:
Queensbury Building&Code Enforcement Arrive: a epart:'
742 Bay Road, Queensbury, NY 12804 Inspector's Initiials.�
NAME: �`� y PERMIT#:
LOCATION: _ INSPECT ON:
TYPE OF STRUCT
MI �_ Y N N/A COMMENTS
raming _
i
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. � `�`•�� �j�
Notches/Holes/Bearing Walls �`� '\ _
Metal Strapping for Notches Top Plate �CF7
1 %2 (w) 16 gauge (8) 16D nails each sideY
r
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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection r que t r e ved: /7
Queensbury Building& Code Enforcement Arrive: am/p ,epart: " arrl
742 Bay Road, Queensbury, NY 12804 Inspector's Initi ls. /-7
i
NAME: Qk-( PERMIT#: C�
LOCATION: INSPECT ON: — - U�
TYPE OF STRUCTURE: 1
Framing 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 %2 (w), 16 gauge (8) 16D nails each side
Draft pping 1,000 sq. ft. floor trusses
chor 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
LASueHemingway\Building.Codes.Inspection.FORNIS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection re ues r ceiv d:
Queensbury Building&Code Enforcement Arrive: a pm Depart: a
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: r
NAME: PE IT#: LD04-— n CA \ Q
LOCATION: �� �,�p'� h1�\ Il� ECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
® Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofmg/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:\SueHemingway\I3uilding.Codes.Inspection.FORMSToundation Inspection Report doc January 28,2003
WINDOW SCHEDULE
Q 4�
Job Site/Address: Date:
Owner: Applicat'o No. _9/4
�jx
Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Cle%NW Special.HpAl are
Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cle Opening Opening O�r1n!Rruction
Letter on Name Numbe g Height ible Vent ar Width In Height S%,
Plan Call Width Light Opening Inches In inches OF Q pG
Size N NG PN
Oe
Example Entry
A Andersen Narroline 3062 -F-3' 2 6'5 '/z 15.30 8.36 6.01 34 2415/35" Tempered .
Double 1/3" 11
Hun 11/16 Glazing
CADocuments and Settings\Sue\Local Settingffemp\Window Schedule.doc