2014-409 TOWN OF QUEENSBURY
742Flivo
Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140409 Date Issued: Monday, March 14, 2016
This is to certify that work requested to be done as shown by Permit Number P20140409
has been completed.
Tax Map Number: 523400-302-014-0002-015-000-0000
Location: 11 DIXON Ct
Owner: MARGARET S SMITH
Applicant: PHILIP A SMITH
This structure may be occupied as a:
Deck
Shed / Storage Sheds By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (DJ
4t—
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 OF QUEENSBURY .
FON
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140409 Application Number: A20140409
Tax Map No: 523400-302-014-0002-015-000-0000
Permission is hereby granted to: PHILIP A SMITH
For property located at: 11 DIXON Ct
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: MARGARET S SMITH Deck $10,000.00
11 DIXON Ct Shed/Storage Sheds
QUEENSBURY,NY 12804 Total Value $10,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
DB CARPENTRY
361-1702
396 MCGOWAN Rd
SCHAGHTICOKE NY 12154-0000
Plans&Specifications
2014-409
Deck 100 sq ft
Shed 144 sq ft (attached to the deck)
$90.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 17,2015
(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 u sbury• /Weegsy y, September 17,2014
SIGNED BY r�i /,G for the Town of Queensbury.
Director of Building&Co.e Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION Received
r
DATE 9/4 ;2o 1-1-
4 Tax Map ID
c t t Permit No.
TAX MAP ID SD 2( 1'r ` Z" lS �.
Permit Fee G�L
ZONING N Rec Fee
HISTORIC SITE Yes C No Approvals
SUBDIVISION NAME Lot #
APPLICANT �t-1-t IL. 1 P A. SMITH OWNER
ADDRESS t IXi� ----Clt.l1-"r ADDRESS
Qu'1-1.c 027I 0\l 0,enl-
PHONE 451 /79 7 - :.6,C,Q PHONE
CONTRACTOR Dg C, r p p/r' ±r c) COST OF CONSTRUCTION(ESTIMATED): $ IQi in 0a
ADDRESS: 3`)c, (-AG G G' Gv.ti 124cA4 BUILDING ADDRESS:
clivcir14, ("CIL) ' !V .\/ 12154
PHONE: Sl 0736 1 - 176 .
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Piot L-le A • S1 ti- H PHONE 74i-534,
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 1s`floor sq.ft. 2n°floor sq.ft. Total sq. ft. Height
/Boathouse with Sundeck
' Deck )( (CO 5.•.c.
Detached Garage(#of cars_)
Dock
Pole Barn
Porch-open
I Porch—3 season,Covered, Enclosed
(Shed / (41 5 g
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.
✓I have read and agree to the above: Print Name: QH L t z (A C") 1.1-H Date:
Signature: Date: ?NI',
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
ACCESSORY STRUCTURE APPLICATION (Requirements, Notes, Changes)
REQUIREMENTS:
1. Two(2)sets of the following documentation with the application and fee:
a) Plot plan drawn to scale with the use of a survey map, if possible (40 scale=40 feet)
b) Indicate proposed structure(s),showing setback dimensions from all surveyed property lines
a) Show location of all existing structure(s) on the property
d) Show location of water supply(well or water lines)
e) Show location and configuration of septic disposal system or sewer line.
2. Structural drawings to include: Floor plan; Foundation plan, Cross Sections, Elevations
3. Registered Architect or Engineer's stamp, signed&sealed for residential additions/alterations and any commercial
construction costs over$20,000
NOTES:
1. A permit must be obtained before beginning construction
2. This permit is for any structure other than residential principal structure (house) to include, but not limited to: garage,
shed, dock, deck, carport, pole barn, greenhouse, etc. Refer to Informational Brochure No. 3—Accessory Structures —
Sheds/Fences.
3. Changes to Plan —Any changes prior to or during construction will require submittal of amended plans (review and re-
approval are necessary)
4. Withdrawn Permits: 20%of the initial fee is retainable by the Town. No fee is refundable after 1 year from initial application
date.
5. 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 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
• GFI 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 areas;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code
• Blower door tests required by credential contractor or structure inspection 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
• ResCheck inspector's checklist must be available at time of insulation inspection
2
Town of Queensbury Building&Codes Accessory Structure Application July 2014
Residential Final Inspection 1-3
Inspection request received 3111, !2.QA
Name 5 vvl`,r-1.N Inspected on \t.\ Ls % ( )
Location t l
'to C --, Arrive 1 6.--C) am/pm
Permit No. 201 -401 Inspector's Initials
Type of Structure
1
Yes No N/A Bathroom Fans, if no window
4" Building Number Address visible from road Plumbing fixtures
Chimney Height /"B"Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel
Location
Fresh Air Intake Duct work sealed properly/Blower Door Test
Certification
3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement
Roof Complete / Exterior Finish Complete 1,000 sq. ft.
Platform at all exterior doors Emergency egress below grade
Handrail 4 or more risers Gas Furnace shut-off within 30 ft. or within line
Guards at stairs, decks, patios more than 30 " of site
above grade Oil Furnace shut-off at entrance to furnace area
Guard at stairwell at 34" or more Furnace/Hot Water Heater operating
Guard at deck, porches 36 " or more Low water shut-off boiler
Handrail Termination at Newell Post or Wall Relief Valve(s) installed / Heat Trap/ Water
Interior/Exterior Railings 34 " to 38 " Temp 110
Deck Bracing/ Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum
/" Gypsum
Grade away from foundation 6 " with 10 feet
Basement stairs closed rise+4 inches
6"clearance to sill plate Garage Floor Pitched
Gas Valve shut-off exposed / regulator 18"above Garage fireproofing/ '/, hour fire door/door
grade _ closer
Interior privacy/trim /doors/ main entrance
36 " Gas Logs in Sealed or Glass Enclosure
Bathroom /Kitchen watertight Final Electrical: Energy Saving Light Bulbs 50%
Safety glazing/Window in stairwells safety Final Survey Plot Plan
glazing Arc Fault Breaker Habitable Spaces/Tamper
Proof Receptacles
Interior Smoke Detectors /Carbon Monoxide
Detectors Flex Gas Pipe Bonding
Every level: Every Bedroom: As Built Septic System /Sewer Dept. Inspection
Outside every bedroom area: Sticker
Inter Connected: Site Plan /Variance required
Battery backup: Flood Plain Certification, if required
Attic access 30" x 22"x 30"(height) in Okay to issue Temporary/ Permanent
accessible area
Certificate of Occupancy OR
Crawl Spaces 18" x 24"access, 1 sq. ft.-150 sq. Certificate of Compliance
ft. vents
Yes No N/A
Comments:
Town of Queensbury Building & Code Enforcement Office No. (518)761-8256
6, to
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: (l 1.1 1 5
Queensbury Building&Code Enforcement Arrive: am/pm Dep . a pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials•
n
NAME: 'J`M 1 t+-N PERMIT#: 14` o 9
LOCATION: 1 1 b qofri,\ INSPECT ON: (p `3122-\D
TYPE OF STRUCTURE: bQ,e
Comments
(..r
Y N N/A GUV la to l -• 1'1-O L
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
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
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TOWN OF QUEENSBURY
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I i I ! r--- )) \\\ BUILDING DEPARTMENT
dased on our limited examination,compliance
I I , s'----_ vitt) our comments shall not be construed as
_
oloommi ,ridicating the plans and specifications are 0
.--1 II compliance with the Building Codes f
ew York State.
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LOCATION
STAKE
MANHOLE COVER
INLET
—
II-TT LIQUID LEVEL( ( - UUILET —'9
CAULKED JOINT a I — — I
16"
A
-- I a CAULKED JOINT
,
SANITARY TEE
BAFFLES MAY BE USED
INSTEAD OF SANITARY TEE �--•
__'• •. 48"MIN —60 -MAX ..•
o' LIQUID DEPTH
/ iA
12"-
}-- ASPHALTIC SEAL -- I
I- INVERT OF INLET 2" ABOVE
INVERT OF OUTLET
—
GROUND SURFACE
MANHOLE COVER
Ir
SECTION - VIEW
ASPHALTIC
SEAL I •'
r— +"1 20"Nil N I I �•''
r .
1RING I i O
BOLTS
PLAN VIEW
FIGURE 6
TYPICAL CONCRE—E SEPTIC TANK
OUTLETS
f 4
SANITARY TEE
61• MINIMUM
59ALL THICKNESS FOR
POURED IN PLACE
CONCRETE
PLAN VIEW
NOTES:
1. Pipe joints to be scaled with
asphaltic material or equivalent.
N 111Vlbr.N\Wfl /' V llY r/.•/Lo//.'Yri/a:1;/R//�.// 2 Invert elevations of all Outlet
12" MIN. REMOVABLE pipes must be equal.
COVER
3. The slope of outlet pipes between
BAFFLE the distribution box and distributor
INLET / INVERT. laterals should be 1/8" per foot.
{ 2" MIN. ELEV. OUT
-T-
�— \ CLEAN SAND or
12" MIN. PEA GRAVEL
FIGURE 8
DISTRIBUTION BOX DETAIL
_580'03"E 203.43'_
PRMIT PLOT PLAN 1
`:'E P ONALLY MEASURED THE DISTANCE-
- ISO T P F TY LINES TO THit
�^ D S R URE(S) OR SIG (S)
31Flli - DA. E
•� I
TOPSOIL FOR SETTLING
a"MIH EARTH BACKFILL
1 7' M
UNTREATED BUILDING PAPERORSTAAW
p❑ n p Q oD �- ❑ p Q ❑
G
❑ D D ° O O p:S(P B1li]R RPF
v<
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17MIN °
D
❑ o ❑ o °
0 L e
❑ ° d ° ❑ ° D ❑ ° tl 0
24
;•
I I
r MIN
GROUNDWATER, BEDROCK, OR IMPERVIDUs LAY❑y
CROWSECTIONAL VIEW
O° ° ❑ D .0 �Q 00 TJ OcO
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10
/ fERlO11AiICM111EEE AIHT
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SPACIR6 JF �,y..-�i]STCHC T T011-
A31.ORPTI.D`�;-`EN-14 ( r -
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LOHGITUUIN AL VIEW
LLIN
EDBUILHRFA
DING PAPER OR TRAW
Up
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tR a
TRER:H PROFILE
NOTE: Do not install trenches in wet soil.
Rake sides and bottom of trench prior to placing gravel.
End of all distributor pipes must be plugged unless interconnected.
FIGURE 11
ABSORPTION TRENCH DETAIL
PLOT PLAN
DIXON COUR-T
SCALE: 1 "= 10
j
SOILS t PERCOLATION PAT,
05TA NEP FROM ORIGINAL
5 J5PIVISION MAP
I PATEP 1 g 5 2
e
PERCOLATION RATE: > 1
MINUTE/INCH
50IL: 5ANPY TO >872" PEEP
�PTIC SYSTEM �c�+�a�GRI
(NUMBER OF 5EPROOMS: 4
IPESIGN FLOWS PER BEPROO`
IGALLONS/PAY FLOW 5
ISIZE OF SEPTIC TANK: 1 2 50 G L -.: S
(PERCOLATION RATE: 1-5 MING"
REOUIRFmP LENGTH OF
,ABSORPTION TRENCH: 21 6'
(BASEP UPON 2' WIPE TRENCr-/
PLOT PLAN
SMALEP TO SHO'
LOCATIONS O
PROPOSED
STRUCTURES ONLY
ALL LOT bi—INES,
ANP
S: SY
OOPYRI6HT O 4009 BY WILLIAM9 t WILLIAM9
DESIGNERS. ALL KISHT7 RESERVED, ALL WILLIAM9
WILLIAM9 0E916NEKV PLANS HAVE BEEN REGISTERED
WITH THE UNITED STATES COPYRIGHT OFFICE, THIS
DRAWING IS AN INSTRUMENT OF SERVICE AND MAY
NOT BE ALTERED, REPRODUCED, COPIED, OR USED
POR CONSTRUCTION WITHOUT THE WRITTEN
PERMISSION PROM WILLIAMS ! WILLIAM9 DESIGNERS.
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
DRAWING 15 A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW, ARTICLE 145 SECTION 1209. DO
NOT SCALE THESE DRAWIN67. THEY MAY NOT DE TO
EXACT SCALE. USE ONLY THE DIMEN51ONS SHOWN.
OWNER AND CONTRACTOR SHALL CONSULT ALL
APPLICABLE BUILDING CODES TO ENSURE THAT
PLANS AND DETAILS CONFORM TO ALL
REOUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS
DEFORM PROCEEDING WITH CONSTRUCTION AND
SHALL NOTIFY WILLIAMS ! WILLIAM9 DE916NER5 OF
ANY 0I90RE1-ANCIES BEFORE WORK IS PERPOPIMED.
WILLIAM94 WILLIAM9 DESIONW105 SHALL NOT DE
111E9PON9IBLE FOR ANY ADDITIONAL COSTS OR
STRUCTURAL PRODLEMS RESULTING FROM FAILURE
TO THESE PLANS AND DETAILS.
PLAN NO:
02050q
PAGE
1 OF 1
DRAWN BY:
REVISIONS/DATE:
ADDRESS:
1 1 DIXON COURT
OUEENSBURY
NEW YORK
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