2004-033 TOWN OF QUE E NSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20040033 Date Issued: . Tuesday, December 05, 2006 .
This is to certify that work requested to be done as shown by Permit Number P20040033
has been completed.
Tax Map Number. 523400-309-017-0001-014-000-0000
Location: 395 BIG BAY Rd
Owner. HAYES & HAYES L.L.C.
Applicant: HAYES, HAYES & HAYES
This structure may be occupied as a:
Shed/ Storage Sheds
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN Ur QUEENSBUKY
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040033 Application Number. A20040033
Tax Map No: ' 523400-309-017-0001-014-000-0000
Permission is hereby granted to: HAYES, HAYES &HAYES
For property located at: 395 BIG BAY 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 QueensburyZoning
Ordinance. Type of Construction Value
Owner Address: HAYES &HAYES L.L.C. Shed/Storage Sheds $2,000.00
PO BOX 109 Total value
GLENS FALLS,NY 12801-0000 $2,000.00
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2004-033
310 SQ FT STORAGE SHED ADDITION(unheated structure)
$20.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,December 05,2007
(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 of ensb s y,December 05,2006
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Building Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road,Queerisbury,NY
(518)761-8256
A permit must be obtained before beginning construction. Permit File No.
No inspection will be made until applicant has received a Foo Paid $
valid building permit. All applicants' spaces on this Rec.Fee Paid
application-must be completed and must appear'on the Reviewed By:
application form.
Applicant: 5 UP Owner:
Address: Address: -
Lug T
ti _ Phone#(�,) sup �Q(IF
Phone#(S ).�. �l l a-'L DING A�Up CSeUR�'
Property Location: Lot Number:�/ House Number .
Subdivision.Name: Tax Map Number:
309117 �f l �o
a New Building: residence /commercial 'Estimated Market Value of Construction. $ Z d
Addition: residence/<C� If as Addition,what will a of new additiI
be?
• Alteration: residence/ commercial e71-DM_-e_ �, -b uti It 1�1'fL-
o No change to exterior size: residence/.com'1
cl Other work(describe )
Check Occupancyluformation ill Floor 2° Floor Other floor Total
Below sq.it. sq.ft. sq.ft. Square Feet
a Single htii dwelling
o Two family dweUin
o Townhouse
a , Multifamily dwelling
#of units
a Office
a Mercantile
a Manufacwtin
0 1 car detached garage
D 2 car detached garage
0 3 car detached garage
0 1 car attached garage
a 2 oar attached garage
a 3 car attached garage
Storage building- '3 3[ 0
commercial
o Storage building-
residential `t
v Other
What is the proposed height of the structure feet 0 inches
Will any second hand or ungraded lumber be used? If so,for what? N 0
Type of Heating System: electric/ oil / gas/wood /forced hot air I baseboard I other: A
Number of Fireglaces to be installed Number of ffoodstovss to be installed
List below the person(s)responsible for supervision of work as regards to building codos: .
_ Name Address Phone Number
Builder
Plumber
Mason
Electrician
neclm,d please sign below after you have carefully read the statement:'
To the best of my lmowledge 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. Further,it is understood that 11we shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of uildiag and Codes,=As Built Su by a licensed surveyor;drawn to scale,showing actual
location of all now constru ' rvey n.
Signature:_ owner, er s a chitect,contractor
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: an m epart: t� k am/pm
Date Inspection request received: Inspector's Initials:
NAME: q-P S u PERMIT#: 041
LOCATION: c r DATE:
TYPE OF STRUCTURE: ��
COM,Melts
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
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 watertight
Safe lzin /Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Batterybackup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
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.
Emerge c egress belowgrade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/a 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/® [Temporary/Permanent J
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Hayes Construction Group
395 Big Bay Road
Queensbury, NY 12804
PROJECT NOTES
Storage Shed Addition
GENERAL NOTES
Designed in accordance with 2002 Residential Building Code of New York State.
Do not scale Drawings. Contractor shall notify Engineer of any discrepancies in dimensions or
elevations.
Do not change size or spacing of structural members. Contractor shall notify Engineer of
proposed deviations or substitutions from dimensions or materials shown on the Drawings and
make only those deviations or substitutions accepted by Engineer.
These Drawings do not include necessary components for construction safety. Contractor shall
be solely responsible for construction safety.
FOUNDATION NOTES
Bear footings on firm undisturbed soil. Foundations have been designed for a presumptive soil
bearing pressure of 2000 psf in accordance with Section 401.4.1 of the 2002 Residential
Building Code of New York State.
Minimum depth of exterior footings for frost protection is 4 feet below finished grade.
WOOD FRAMING NOTES
Nailing not indicated on Drawings shall be in accordance with Table 2304.9.1 contained in
2002 Building Code of New York State.
Use pressure-treated wood for all timber elements exposed to weather or in contact with soil,
water, or concrete.
MATERIAL PROPERTIES
Concrete: Footings shall have a minimum compressive strength f'c at 28 days of 3000 psi.
Concrete shall have a maximum water/cement ratio of 0.55, a maximum 5 inch slump, and
shall have 5 to 7 percent entrained air(ASTM C 260) at exterior exposed locations.
Wood Framing: No. 2 or better, Spruce-Pine-Fir(SPF).
UNIFORMLY DISTRIBUTED LIVE LOADS
Location Live Load/Category
Ground Snow 70 psf
Seismic Design Category C
Basic Wind Speed 90,mph
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