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AO` TOWN OF QUEENSBURY
e_lif __ __Iks,
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
IFITM
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150262 Application Number: A20150262
Tax Map No: 523400-301-019-0001-075-000-0000
Permission is hereby granted to: SAMUEL D ST JOHN
For property located at: 7 FINCH 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: SAMUEL D ST JOHN
7 FINCH Rd Porch $5,000.00
QUEENSBURY NY 12804-0000 Total Value $5,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
BP 2015-262
166.5 sq. ft. open porch
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 24,2016
(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 ex.' :on date.)
Dated at the Tow i f 0 uee i • 1: i nesslay,June 24,2015
, r
SIGNED BY ,��'A. Al / d for the Town of Queensbury.
D - a a Building :: •de Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION
Received
I!_fI . �
•DATE Tax Map ID
TAX MAP ID �1 • (9- 1 - -76 JtJri• 1 9
Permit No. 15 ID -- -
ZONING
M 1) R Permit Fee s/ T1°
A OF CLUE: Rec Fee `j
HISTORIC SITE Yes No i BUILDING.& Approvals
SUBDIVISION NAME C)1 S\C>Vp-4 -ref Lot#� (
APPLICANT VY V e-\ 1-�I h OWNER lrN�e
ADDRESS F1 rc-L P-CA ADDRESS C.)) �.
efi5 bur))�N`r I 2e01-
PHONE 5(8-ZZ3 -(57:2-;. PHONEco
.
CONTRACTOR COST OF CONSTRUCTION(ESTIMATED): $ 0OC
ADDRESS: BUILDING ADDRESS: 7 1 VBG �� •
PHONE:
� J� ,�j� 2
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE �Qyrr\i.!e.; " N1 O�h, f A. PHONES I� 2 J-52 Z
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 1 floor sq.ft. 2"d floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars )
Dock
Pole Barn
Porch-c^cr, I ,Gt .G 5.'r. 1l��O.j S. � A veF--Q .o
**Porch-3 season,Covered, Enclosed [� �-✓ �'
Shed
Other Accessory Structure(s)
'*Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans and supporting materials are a true & complete statement description of the work proposed, that all work will
be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with
local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy. \ //) /
✓1 have read and agree to the above: Print Name: Ctl�l�)�� \D• Date: `te5
Signature: � � ,v .. Date: (( '7/ )5
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
Queensbury Building & Code Enforcement - Residential Filial Inspection I�
Office No. (518) 761-8256I Arrive: i-2D a • . e rt: �.
Date Inspection request received: ci lE5 I Q\5 Inspector's Initi. :
NAME: c -sic ✓) IT#: l`.3 -Lk, L
LOCATION: "1- ^1 N: E: `1\q 1 ZchS
TYPE OF STRUCTURE: .1 X
Comments:
Yes No N/A
4" Building Number Address visible from road �1
Chimney Height/"B"Vent/Direct Vent Location 1' - 1J4'4-S
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/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 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 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 oedroom 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 ft.-150 sq.ft.vents
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test 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 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 1/2"Gypsum /
Basement stairs closed rise>4 inches , /
Garage Floor Pitched `((
Garage fireproofing/3/4 hour fire door/door closer OC)
Gas Logs in Sealed or Glass Enclosure z Ec_oas) 6
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles ,
_Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker ' � E Vor�
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/O[Temporary/Permanent] VN)6
F .46 )E_C-cktA
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised
January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection reques e�. 1 /CAS
vg-;Queensbury Building&Code Enforcement Arrive: Z: 1 . •epart:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: Alt
NAME: 314n PERMIT#.. 15-2 .2
LOCATION: 1"--&Y5,-, 1)A- INSPECT ON: 11‘112-0-45
TYPE OF STRUCTURE: �pn
1_ Comments
Y N N/A
Footings
Piers dti 3c..oe 9AG
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 Dampproofing
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 12/9/2014