BOTH-000198-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
— Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000198-2015 Date Issued: Tuesday,November 17, 2015
This is to certify that work requested to be done as shown by Permit Number BOTH-000198-2015
has been completed.
Tax Map Number: 302.14-2-21
Location: 23 DIXON CT
Owner: GERALD VOGEL
Applicant: GERALD VOGEL
This structure may be occupied as a: Deck 192 s.f.
By Order of Town Board
TOWN OF QUEENSSBBUR�Y/
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 OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
QL Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000198-2015
Tax Map No: 302.14-2-21
Permission is hereby granted to: GERALD VOGEL
For property located at: 23 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
Owner Address: 23 Dixon CT Deck $0.00
Queensbury,NY 12804 Total Value $0.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Barry Bisner
47 Ellsworth RD
Lake George,NY 12845
Plans&Specifications
Deck 192 s.f.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,October 27,2016
(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 iration date.)
(.�'r
Dated at the Town ueens 4 Mod r 2,2015
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION Received
DATE —� Tax Map ID
TAX MAP ID 30 2 . �I' �C E � '`Permit No. boyw—Doc '16 -7_Q,+,_rj
Permit Fee �`� t>1V• 5�
ZONING .0 w a IV ReC Fee
HISTORIC SITE _Yes No Approvals
SUBDIVISIONNAME `lion �Dl.tr LOf# r''��«N:
/�' 1 .7��
APPLICANT Gera.c� �L2Y'L,/ IT v / OWNER
ADDRESS 01.J� .�/!t'CJ`J �'�ur� ADDRESS
���vtSL)tA,rL/ �� 1�yLJ
PHONET�3�� PHONE
CONTRACTOA �� ,
l //' I54eJ_ COST OF CONSTRUCTION(ESTIMATED): $
ADDRESS: 17d- 15rtt, 1 BUILDING ADDRESS:
PHONE: (Vlp)l7S/G p -'/
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Iia r,7 1?/_S12L r PHONE/
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse ("floor sq.ft. 2ntl floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars_)
Dock
Pole Bam
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 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: /�Q (7-y ��/�ZP Date: �—
Signature: �9� Date:
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
=FILECOPY
TOWN OF QUEEMSf3URY
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Baaed on eur limited examr,afion, compliance
with our comments s4aG rip; be 13't (l ued as
fU I rld'iJcomp!tile Plans
!vithand thesBuilding Codes in
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New York State.
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LABEL LENGTH GE6ELE "BEL LENGTH BEV"
.1.1.1(111 11'6114• F..6 12'41@• 110 2146
0 It. 16.10 112• F...11.n 6'6 114•
0 r...1. ti' 110 2146 a..F 16.6• 1)46 2)46
oft N•6 114• a...VW 1.6 tU•
0 r...1. 16' 1)46 2146 H... 6•f• 1)46 210
G rim 16-10112. M..atlon {'0•
a 1..01. 12' 1)46 210 1 mm 3-5 112-
GO.
12•EO. 11.6 114• 1 uellen 6'
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A IB'10 1/2' 3 7' 2 1/2'
Post spacing is measured canter-to-center.
Depth of concrete footers --- 48'
e
12'
-1 3' 1-
2x6 Joist—@ 16' ac - -
in
x
N
m
12IN SONO TUBE
X6 Post
A) 15-11-
A) 15-11-
A) 15'11"
A 15'11"
A) 15-11-
A) 15-11-
A) 15'11"
A) 15'11°
A) 15-11-
A) 15'11°
A) 15'11"
A 15-11-
A) 16-11-
A) 15'11"
A) 16-11-
A) 15'11"
A) 15'11"
A) 15-11-
A) 15'11"
A) 15-11-
A) 15-11-
A) 15-11-
A) 15-11-
A) 15-11-
A) 15'11"
STRESS ANALYSIS
CUSTOMER: BARRY BISNER
DATE: 10/23/15 DESIGN: DECK15296 REF:
SALESMAN # 750827
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
---------------------------- --------------------------
JOISTS 2X8 DEFLECTION 105 PSF
16" BENDING 118 PSF
SHEAR 114 PSF
COMPRESSION 291 PSF 105 PSF
BEAMS 3-2X8LM DEFLECTION 151 PSF
BENDING 112 PSF
SHEAR 97 PSF
COMPRESSION 428 PSF 97 PSF
POSTS 6X6 STABILITY 978 PSF
BEARING 676 PSF 676 PSF
-----------------------------------
TOTAL LOAD 97 PSF
DEAD LOAD 10 PSF
LIVE LOAD 87 PSF
-------------------------------------------------------
STRINGERS 2X12 DEFLECTION 70 PSF
BENDING 90 PSF
SHEAR 103 PSF
COMPRESSION 434 PSF
-----------------------------------
TOTAL LOAD 70 PSF
DEAD LOAD 10 PSF
LIVE LOAD 60 PSF
-------------------------------------------------------