AST-000271-2017TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: AST-000271-2017 Date Issued: Friday, September 15, 2017
This is to certify that work requested to be done as shown by Permit Number AST-000271-2017
has been completed.
Tax Map Number: 302.19-1-11
Location:9 AMES PL
Owner: Anne-Marie Wolcott
Applicant: Anne-Marie Wolcott
This structure may be occupied as a: Deck 224 s.f.
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 OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201OLCommunityDevelopment-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000271-2017
Tax Map No: 302.19-1-11
Permission is hereby granted to: RL Chase Builder
For property located at: 9 AMES PL
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 Name: Anne-Marie Wolcott Deck 6,000.00
Owner Address: 9 Ames PL Total Value 6,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
RL Chase Builder
20 Marion AVE
South Glens Falls,NY 12803
Plans&Specifications
Deck 224 s.f.
50.00 PERMIT FEE PAID-TI-BS PERMIT EXPIRES: Friday,June 8,2018
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 axxi))imtion date.)
Dated at the Town Queens Thu 017
SIGNED BY:
IGG,,,ccrAAA77_4"fff«/// d A7 for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
N ACCESSORY STRU it#: AST--coo 2-71-10! 7
PERMIT APP E 0 it Fee:S J oU
Tone a Queensbury
742 Bay Road,Queensbury,NY 12804 o ce#:
P:518-761-8256 www.gueensbury.net
Wkf 20 ?
C L}
O
TOWN OF QUEENSBURY
Project Location: lyl eb TY pEVELOPMEt'T
j
Tax Map ID #: 302-, 1 (?- I`/—/ Subdivision Name: T' klf. ?11' t 5
Y 1
CONTACT INFORMATION:
Applicant:
Name(s): f/17 1e " I"IfXI7P
1'
VC OII
Mailing Address, C/S/Z: CI Adwe5 Place
Cell Phone: Land Line: 1,J1-
Email: LIRhB-/hQ l tr/C+7`/CroGdrunner• C_dlyi
Primary Owne s :
Name(s): r/et t'-o
Mailing Address, C/S/Z: 9AMes Abee
Cell Phone:l__) Land Line: ( 6%9
Email: OJ)Ile-iruti i rj0olr'oCon,
Contractor(s):
I 1 CBusinessName: ' i by-L-se L3Jt i- L. r
Contact Name(s): s
Mailing Address, C/S/Z• z04Gt IBCA Ade Se+t9• , /1S +
Cell Phone: ( ,S7 d' ) 3 (o1- 3 (,,S-(,Land Line: (SIS ) -29k-- 131f
Email: C1 clqxe 130'ife ,_f—OQIV rC- Z: M, COM
Architect(s)/Engineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: LandLand Line:
Email:
Contact Person for Building &Code Compliance: iZ'I J c• Sr—
Cell Phone: s/ , ) 3 ( (- 3 6.5 L Land Line: 7% —06
Email: t- 1 claLsz Ao 'i le(eg 0 A C.a :RR'"n
Town of Queensbury Building&Code Enforcement Accessory structure Application Revised April 2017
PROJECT INFORMATION:
TYPE: Commercial Residential
WORK CLASS:
Deck,Open Porch Solar Panels(w/o rafter upgrades) Carport Cell Tower
Shed Pavilion, Pole Barn,Canopy Dock Gazebo
Detached Garage Boathouse (with or w/o sundeck) 3-Season Porch
Other(description:
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2nd floor:
Total square feet: JJ01ii,
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ K 00 0 /0 0
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YES Explain:
4. Are there any easements on the property? YES / Ivy
DECLARATION:
J
1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. 1 acknowledge that prior to occupying the facilities proposed 1, or my agents, will obtain a certificate of
occupancy.
5. 1 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:
nme -
Marie,
YVer
cv !
y
SIGNATURE: li 1. '/ / L+C DATE:
Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017
302.
19-
1-
11
AST-
000271-
2017
Wolcott,
Anne-
Marie
9
Ames
Place
Deck
224
s.
f.
T"
S
LAN
0
B
ROJ
T
QUEENSBURY
SI
E
T
LT
E
TOWN
OF
S
OCTION
fL
Ra\
iewed
Caie'.
I
a
I
I
0
N
OF
QUEENSBURY
U
LD
NG
DEPARTMENT
ai
on
ui
orptecexamination,
compilanoe
vill
i
oi
ir
c
m
nei
its
ihall
not
be
construed
as
rdi
at
ng
Ihe
ph
ins
and
specltkations
are
in
II
com
an
Ift
the
Bulidinp
Codes
of
i1ei
iY
to
A.
r
T
Lo
N
In
1n
b
N
In
666
N
1n
N
In
In
N
1n
N
In
10
1D
N
1n
10
h
rV
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
V
SII
I
I
4L
tl
N
a
0
N
W
L)
i
u-
a
1
C
d
z
LL—
w
o
rii
lz' S ll2'
A
FTflr s vz•
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 15' 10 1/2'3 7' 2 1/2'
Post spacing is measured tenter-to-center.
Depth of concrete footers --- 48'
Beam Layout Curtis Lumber
885 Route 67
05/05/17
Ref:Deck17125 Ballston Spa,NY
Scale: 1/4"=1r
rls'
I
Ljd
CO
V 3'
N o
O I
N
121N SONO TUBE
6x6 Post 2-2x12 Beam
IFIE
3'4'
Plan View Curtis Lumber
885 Route 67
05/05/17
Ref Deck17125 Ballston Spa,NY
Scale: 1/4"=l'
i
i
r c
i
f;
i In
1
l
Go
l
3, 4,
G H
O O
6' 2' o' 2'
r I
Rail Layout
Poet SKU Description
TREX4439PS 4X4-3S° WHITE POST SLEEVETRANSCEEND
DT-TREX_COMPI TREX_COiJPI
TREX4439PS 4X4-39° WHITE POST SLEEVETRANSCEND
TREX4439PS 4X4-39° WHITE POST SLEEVETRANSCEND
TREX4439PS 4XL-39' WHITE POST SLEEVETRANSCEND
Rails
Section X-ref Out From
F DT-WTCROWNTR06 (Crown Top Rail.6'.Class2c White)
DT-WTCROWNTR06 (Crown Top Rail,6',Classic White)
O DT-WTCROWNTR06 (Crown Top Rail,S%Classic White)
H DT-WTCROWNTR06 (Crown Top Rail,S',Classic White)
J Di-WTCROWNTR06 (Crown Top Rail,6',01assic White)
I DT-WTCROWNTROS (Crown Top Rcil,8',Claseic White)
A DT-WTCROWNTR08 10 own Top Rail.8'.Classic White)3 DT-WTCROWNTR08 (Crown Top Rail.8'.Classic White)
D DT-WTCROWNTR08 (Crown Top Rail,8'.Clossic White)C DT-WTCROWNTR08 (Crown Top Rail,8',Classic White)
G = 4' 3/40 (35.75 degree=-)
H = 4' 3/4` (35.75 degrees)
1 = 4' 3/4` (35.75 degrees)
J = 4' 3/4` (35.75 degreesl
l easure/cut on site. '°
STRESS ANALYSIS
CUSTOMER:
DATE: 05/05/17 DESIGN: DECK17125 REF:
SALESMAN # KEVIN
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X10 DEFLECTION 119 PSF
16" BENDING 111 PSF
SHEAR 120 PSF
COMPRESSION 159 PSF 111 PSF
BEAMS 2-2X12 DEFLECTION 333 PSF
BENDING 133 PSF
SHEAR 91 PSF
COMPRESSION 254 PSF 91 PSF
BOLTS 1/2" SHEAR 3215 PSF 3215 PSF
POSTS 6X6 STABILITY 887 PSF 887 PSF
TOTAL LOAD 91 PSF
DEAD LOAD 10 PSF
LIVE LOAD 81 PSF
STRINGERS 2X12 DEFLECTION 622 PSF
BENDING 521 PSF
SHEAR 370 PSF
COMPRESSION 1428 PSF
TOTAL LOAD 370 PSF
DEAD LOAD 10 PSF
LIVE LOAD 360 PSF
STRINGERS 2X12 DEFLECTION 622 PSF
BENDING 521 PSF
SHEAR 370 PSF
COMPRESSION 1428 PSF
TOTAL LOAD 370 PSF
DEAD LOAD 10 PSF
LIVE LOAD 360 PSF
MAYZq2017D
TOWNOFQUEENSBURY
COMMUNITYDEVELOPMENT
0 „ —
Ozrn
v
rn
ciomorn
rn
C
01
n
ro
p';-n = DZ
o
01o
n
z
MM
i
eh
h
302.19-1-11AST-000271-2017
Wolcott, Anne-Marie
9AmesPlace
t
Deck224s.f.