BOTH-000539-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
s
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000539-2016 Date Issued: Thursday, April 6, 2017
This is to certify that work requested to be done as shown by Permit Number BOTH-000539-2016
has been completed.
Tax Map Number: 289.11-2-35
Location: 72 COUNTRY COLONY RD
Owner: Isac Stahl
Applicant: Isac Stahl
This structure may be occupied as a: Deck 224 s.f.
By Order of Town Board
TOWN OF QUEENSJ
BURY
Issuance of this Certificate of Compliance DOES NOT relieve the �property owner of the responsibility for compliance with Site Plan, VVV
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.
QL TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761.8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000539-2016
Tax Map No: 289.11-2-35
Permission is hereby granted to: Isac Stahl
For property located at: 72 COUNTRY COLONY 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 riled and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tvce of Construction
Owner Name: Isac Stahl Deck $0.00
Owner Address: 72 Country Colony Road Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Isac Stahl
72 Country Colony Road
Queensbury,NY 12804
Plans&Specifications
Deck 224 s.f.
550.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 17,2017
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of ueensb fore the eJ /ratio date.
Dated at the Town o Queens ;_ (/ �Mo ) gust 22,2016
SIGNED BY: (SNµ' for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION Received
DATE c�flF+GcS� rJ� O I(o Tax Map ID
TAX MAP ID o287• --aL5 Permit No. a01
ZONING p Permit Fee �' I'v. : 'J
'��� Rao Fee
HISTORIC SITE —Yes _No Approvals
SUBDNIsioN NAME 01 C Lot#
APPLICANQ. OWNER SCa_M K.
ADDRESS '71 CG�Nl1n. Coier RJ ADDRESS f111R 15 2016 -
Q uccn+16org N� /�-Y G-I
PHONE sI S-QSS-GN-7('�/�5-25r 97�63PHONE
CONTRACTOR Sc✓he COST OF CONSTRUCTION(ESTIMATED): $
ADDRESS: BUILDING ADDRESS:
PHONE:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE PHONE
TYPE OF CONSTRUCTION
Check all that apply Please Indicate measurements as required below
Boathouse 1''floor sq.ft. 2nd floor sq.N. Total sq.ft. Height
Boathouse with Sundeck
Deck
,w
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 Uwe 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: 4. l I Date:
Signature: / - 2AC= Date:
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
:r--�ou .iry Ge,(ow� Rd � 5c ;
M
zaa A
=a b99
JO0�151(j N
A
jun
1911 9lunlamsm
` y
1511
I
a
i
I
a
I
5 R \\ 141AIdNAI
f,NP4v u h(1
-
�i'� .5,
p .5
bxley Kncll/ PERMIT PLOTPLAN
'ERSONALLY MEASURED THE DISTANCE
oo� THE PROPERTY LINES TO THE
o F� OSED STRUCTURE(S)OR SIGNS)
/ ( TURA— DATE
/ AUG 15 2016
.f
� mr om (D _C O
y1
x p U j o 6l—i CDC. r _, 1 D 2 m
mmr�=oZ `t C Z n a5
Gg m G) Go O ooT
z'oi � GOD Ul Gom m
= 7.7z 0 m rn _ 4
9� �" m z
omi a ZC"--- % 1t Z O
ca �� � (j)
C o
MWI
t � 1
'//
/ / m
ry �\
LL
W /
fl p 0 D
c
op GD
z W —+
289.11-2-35 BOTH-000539-2016 c,
j Stahl, Isac
Z A 72 Country Colony Road
Deck 224 s.f.
A) 13-11-
A) 13'11"
A) 13-11-
A) 13'11"
13-11-
A) 13-11-
A) 13'11"
A) 13-11-
A) 13'11"
3'11"
13-11-
A) 13-11-
A) 13'11"
13-11-
A) 13'11"
13-11-
A) 13-11-
A) 13-11-
A) 13'11"
3'11"
A) 13'11"
3'11"
A) 13'11"
A) 13-11-
A) 13-11-
A) 13-11-
A) 13'11"
A) 13'11"
A) 13'11"
A) 13-11-
A) 13-11-
A) 13-11-
A) 13-11-
A) 13'11"
F 9 3/4'
kAA
6' 2 1/4'
LL
B
s' 2 1/a•
G
1' 9 3/4'
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 18'10 1/2' 0
B 13'10 1/2' 0
C 18'10 1/2' 0
Post spacing is measured center-to-center.
Depth of concrete footers ---48'
':)'o .9I e9 �ISlof 8x2
E
d
a co
N
Nx
v
I�
.9I
C
_ I
A A A A A A A A A A
B D
F
H
C
G
LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A Joist(10) 15'T 1/2' E rim 13'10 1/2'
B insole 1&' 1)46 2)46 F cap 6'S'
D rim 16'T 1/2' F section 5' 10 314'
C lescie 14' 1)46 2)46 B cap 4' 1 314-
C rim 13'10 112' G aeotion 4'4 114-
D fecal. 1&' 1)45 2)45 H cep 3'S 114-
D rim 16'T 112' H section 3' 10 1/2'
E fascia 14' 1)45 2)45 1 cep 3'3 1/2'
1 section 3'11'
STRESS ANALYSIS
CUSTOMER: ISAC STAHL
DATE: 08/09/16 DESIGN: DECK16222 REF:
SALESMAN # LEONARD
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 440 PSF
16" BENDING 321 PSF
SHEAR 207 PSF
COMPRESSION 321 PSF 207 PSF
-----------------------------------
TOTAL LOAD 207 PSF
DEAD LOAD 10 PSF
LIVE LOAD 197 PSF
-------------------------------------------------------
STRINGERS 2X12 DEFLECTION 1685 PSF
BENDING 786 PSF
SHEAR 374 PSF
COMPRESSION 1190 PSF
-----------------------------------
TOTAL LOAD 374 PSF
DEAD LOAD 10 PSF
LIVE LOAD 364 PSF
7------------------------------------------------------
STRINGERS 2X12 DEFLECTION 1685 PSF
BENDING 786 PSF
SHEAR 374 PSF
COMPRESSION 1190 PSF
-----------------------------------
TOTAL LOAD 374 PSF
DEAD LOAD 10 PSF
LIVE LOAD 364 PSF
-------------------------------------------------------
Illy3 �
/%
{ li�l;• IS LIQ(S)3 lil 1.;1f121.15 03SC
:YHl.I of S.W] /U1 fl-dO'dd 3H1
DDNV.I.S10:11110:1?:1(1SV:1W A'IIVNOShct
IWO
�r l
. ` � —,_�%�.� , „yam•
® 9ST "
0 � I
7:11
_���,—
O�i�Fj �iniVNEAS
(J)NC S h 15) 'ilOf1 11S 03SOdCc)d
' I Al Lt3dO�jd 3H1 WO�Jd
�::`J.SO U ;iS7Si'Y d1lV,AIOSd3d 3AVH I
'r%-6;7 ter'-"(d'11fl�IJd
1.91
Li IN
r.
i
155Unf/ RGl
B
Unf'hs 410 V \ '✓\� \\h
432 ft-
FIrst
V ,r
Roor
864 /
a RP2
6'
W