2004-135 TOWN OF QUEENSBURY
ill* 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20040135 Date Issued: Monday, June 14, 2004
This is to certify that work requested to be done as shown by Permit Number P20040135
has been completed.
Tax Map Number: 523400-239-015-0001-014-000-0000
Location: 24 HIGHVIEW Rd
Owner: DAISY SPRING, INC
Applicant: DAISY SPRING INC.
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
7D
, 4 i
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
f�� Q n'�
SII
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040135 Application Number: A20040135
Tax Map No: 523400-239-015-0001-014-000-0000
Permission is hereby granted to: DAISY SPRING INC.
For property located at: 24 HIGHVIEW 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: DAISY SPRING, INC
Deck $19,500.00
5 WHISPERING Way Total Value
STOW, MA 01775-0000 $19,500.00
Contractor or Builder's Name /Address Electrical Inspection Agency
CREATIVE CONSTRIJCTION
WILLIAM DEAN
248 SLY POND Rd
FORT ANN_ NY 12827
Plans&Specifications
2004-13 5
333 SQ FT DECK
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, April 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 n of u ens , pril 06, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Porch, Deck, Dock, or Boathouse Permit Application
Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. No Permit File No.O —/ ;
inspection will be made until applicant has received a valid Fee Paid $ ,off-
building permit. All applicants'spaces on this application must be Reviewed By
completed and must appear on the application form.� i t '�,�
Applicant: i�� ce) Owner: al I� .�"[(n11 lJ
Address: LIS 6 ( a Address: le y
. `fi t
Phone#( 7T�- 4 3 Phone#( r) - 611 t
Email Address: Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes:
Address: c� C� �nU ?9� va 13
Name ��;�� D�C�`n � Phone
Property Location: Lot Number: I House Number ca I `_h ,
Subdivision Name: Tax Map Number:„_
Estimated Market Value of Construction: $ 161 t 5-46:®O
o Porch RECEIVED
- tares-BSok
a Dock
o Boathouses' '�
❑ Other work(describe jQw�OF
2 g�lL[ IN'-j tA, # COG
Size of structure to be built J square feet
Submit along with this application:
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions froth all property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed,indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof: sloped,flat, shed, or
other. Indicate the type of material being used for the roof.
Declaration: please sign below 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 provisions of the Building Code,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. .Y)/ ----
A licant's si ature: (j1\ Date: 3 36�—�
PP �'
L:\SueHemingway\Building.Pemut.FORMS\Porch.Porch.Permit.doc 8/13/02 revised per DH
Residential Final Inspection
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ Depart: pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: hAr e gP,q l-.-'6j PERMIT#: 0 /
LOCATION: eRT - DATE: 147121
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof
Roof Complete
Guard 30 in.or more @ stairs,decks,patios �J
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
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall
8 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 Valve(s)installed
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:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3/4 hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 sq.ft.-150 sq. ft.vents _
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C(Cert. Of Couipliance)
Okay to issue Temporary C/0(Cert. Of Occupancy)
Okay to issue Permanent C/0(Cert. Of Occupancy)
L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003
Framing /Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pnp/Depart: /1j
742 Bay Road,Queensbury,NY 12804 Inspector's Initials:
NAME: '‘AZ/ PERMIT#:
LOCATION: le"T; IL INSPECT ON: SA316'
TYPE OF STRUCTURE:
Y N NSA COMMENTS
Framing
Jack Studs/Headers -�
Bracing/Bridging L l &, "tQ. l ,� ;C"K ',J
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
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side V2 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
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart• _ am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: r 1 3 if PRIC' PERMIT#: `�O J �
LOCATION: ctL INSPECT ON: 1611157
TYPE OF STRUCTURE:
Comments
VFootings
Y N N/A
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 Dampproofing/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\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ pL. t ]Depar (ham/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's InitialsNI
NAME: PERMIT#: - Or 3
LOCATION: , ` „ ) r41, INSPECT ON:
TYPE OF STRUCTURE:
Comments
N N/A
o s
Piers` 1
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 Dampproofing/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\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003