2014-318 ,� � TOWN OF QUEENSBURY
cw742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20140318 Date Issued: Monday, May 04, 2015
This is to certify that work requested to be done as shown by Permit Number P20140318
has been completed.
Location: 65 HICKS Rd
Tax Map Number: 523400-297-007-0001-026-000-0000
Owner: STEPHEN RICHARDS
Applicant: STEPHEN RICHARDS
This structure may be occupied as a:
Deck By Order of Town Board
TOWN OF QUEENSBURY
\ n/
Issuance of this Certificate of Occupancy DOES NOT relieve the property / d 44e—
owner
of the responsibility for compliance with Site Plan, Variance, or
other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
Fl* Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140318 Application Number: A20140318
Tax Map No: 523400-297-007-0001-026-000-0000
Permission is hereby granted to: STEPHEN RICHARDS
For property located at 65 HICKS 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: STEPHEN RICHARDS Deck $10,200.00
DEBORAH RICHARDS Total Value $10,200.00
65 HICKS Rd
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans& Specifications
2014-318
DECK 320 sq ft
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 31,2015
(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 Town . ' •uee -buryh t : J 31 2014
SIGNED BY -- fig for the Town of Queensbury.
Director of Building&Code Enforcement
rci ISI 11
Town of Queensbury Building & Codes O�ce Use_`only�
ACCESSORY STRUCTURE APPLICATION I \RZ ived:jug 1
Tai lIrAap ID: ate' _ el 0
A permit must be obtained before beginning construction p NOF QUttNSBJrcT i
Permd=No �e W_ ,
For any structure other than residential principal structure(house)to include,but Permit Fee)101NV '_` '
not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.:
Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences
Date 7/7//le/fApplicant PC7 C U'i3
Tax Map ID 247e , —/—� Address 6? 6 We�f in/kr kJ
Zoning fQ ' ? / 7y(c_ 4'r /2 t
pQ Phone / Sig 27/kr/2
Owner cue- i Oe66ee r`c t'Qt ContractodAgent Pelt- 9c v': Cw€7, ruCf:b,
Address 4'ICRS £& Address 6$6 cJc//es. /cd
Com?-ups do y 4", /lr7�e 4r
Phone a3c, — 32,'a- Phone 977—SSS 77
Contact Person for Building&Code Compliance: / cic- v'S Day Phone: 7714-1<--S717
Building Street Address: C#GC /4' k5 cr OUtens <LUrt-
Subdivision Name: Lot#: Historic Site: Yes No
Estimated cost of construction: $ l0, Zoc
Are there any other accessory structures on property? If yes,please list:
Type of Construction:
Check all that apply Please indicate measurements as required below
151 Floor sq.ft. 2nd Floor sq.ft. Total sq.ft. Height
Boathouse
Boathouse with Sundeck
Deck 320
Detached Garage(#of cars_)
Dock
Pole Barn
Porch-Open
**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 Waterfront Residential zone.
Town of Queensbury Building 8 Codes Accessory Structure Packet 518-761-8256
q
,, Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 c 13 bC l 5 Arrive: am/pm De rta " am/pm
Date Inspection request received: , ( Inspector's Initials: r '
NAME (I'' 1 S
PERMLOCATION: (p S l l( i) DATE: lit._#: n.
TYPE OF STRUCTURE:
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 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/him/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.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
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'4 hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
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
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/0[Temporary/Permanent]
r'u. ss 1.6 sizsnatse 2w[5 0-r ne.'oar
L:1Building&Codes Forms1Building&Codesllnspection FormsResidenfial Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08; Revised 12/22/10,Revised 04/13/11
Town of Queensbury Building & Code Enforcement /r 2 �y
Office No. (518) 761-8256 ( Jam r
66+17 Framing / Firestopping Inspection Report / vl
Inspection request received: Cr (9,.) J -rilcit
Name: Inspected on:
Location: �`� `�( c ��� / Arrive: t��. . p.m.
Permit No.: ae I f—31c Inspector's Initials: —e' —
7)e\
//
TYPE OF STRUCTURE:
��
NIA COMMENTS:
Framing
''ic ccess 22"x 30°minimum
Jack Studs/Headers
Truss Specification Provided
Bracing/Bridging Tei' ✓j
Joist hangers
Jack Posts/Main Beams / 19) LICA
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 wall 2,3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 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
Design Professional Sign-off, if required
Framing/ Firestopping Inspection Report
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins rectionreques .-iv,r
Queensbury Building&Code Enforcement Arrive: 1 , tori iepart:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s: .i
NAME: R Q.A •ERMIT#: /<1- 3/ 8
LOCATION: (p s -1+10_g S Rif INSPECT ON: 9 19
TYPE OF STRUCTURE:
Comments
V N/A
Isk000n.g.4
Piers 1763:5)b
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 12/18/2013 2:44:00 PM
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Please include two(2)sets of the following documentation with the application fee:
1. Accessory Structure Application
2. Plot plan drawn to scale with the use of a survey map,if possible[40 scale-1 inch=40 feet]
a) Indicate proposed structure, showing setback dimensions from all surveyed property lines
b) Show location of all existing structures on the property
c) Show location of water supply(well or water lines)
d) Show location and configuration of septic disposal system or sewer line
3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations
4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations
with construction costs over$20,000;Any commercial construction
Other Notes:
1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are
necessary].
2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial
application date.
3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review
CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1.1-2011 (INFORMATIONAL)
Residential Building Code
• New driveway requirements for structures located over 300 feet from main road;
• Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas;
• Protection against decay requirements; -
• Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps;
• Vent stacks must be 18 inches minimum above roof for all structures
New Electrical Requirements
• Arc fault breakers required in all habitable spaces for receptacles;
• GA protection for all other receptacles in kitchens, bathrooms, garages,and unfinished basements;
• All receptacles must be tamper resistant;
• Carbon Monoxide detectors must be located within 15 feet of sleeping area;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code Requirements
• Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant;
• Programmable thermostats required;
• Lighting must be 50%energy saving light bulbs;
• Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit;
• Res Check inspector's checklist must be available at time of insulation inspection
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 and 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.
✓I have read and agree to the above Print Name: eeIr ui
Signature:
Date: - /
Town of Queensbury Building&Codes Accessory Structure Packet 516-761-8255
_77U �t;L i5 2014
TOWN OF QUEENSBURY
"a BUILDING DEPARTMENT
�^ Based on our limited examination,compliance
vrith our comments shw i not be construed as
in11 eatingthe pians and stud ding Co a s of
8iit compliance with the Buildin, Codes of
e tate,
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