AST-000291-2017 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: AST-000291-2017 Date Issued: Monday, September 10, 2018
This is to certify that work requested to be done as shown by Permit Number AST-000291-2017
has been completed.
Tax Map Number: 289.7-1-36.1
Location: 19 REARDON RD
Owner: Timothy Lawler, DANIEL LAWLER JR.
Applicant: Timothy Lawler
This structure may be occupied as a: Deck 342 s.f.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
4 kill.'
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
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: AST-000291-2017
Tax Map No: 289.7-1-36.1
Permission is hereby granted to: Skylo Construction
For property located at: 19 REARDON 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
Tvne of Construction
Owner Name: Timothy Lawler Deck $17,000.00
Owner Address: 23 Waldon GLEN Total Value $17,000.00
Ballston Lake,NY 12019
Contractor or Builder's Name/Address Electrical Inspection Agency
Skylo Construction
44 Russell RD
Greenfield Center,NY 12833
Plans&Specifications
Deck 342 s.f.
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,September 18,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Que % , M ay, a ef18-2017
SIGNED BY: Town of Queensbury.
Director of Building&Code Enforcement
!41 Bay Koaa,Ltueensoury,114 icauw ! invoice;T:
, 'x':518-761-8256 www.queenskLuM.net I
1 29
Project Location: 1 1/7`�'� x ! �� 1
Tax Map 1D 7- a Subdivision Name:
CONTACT INFORMATION:
• Applicant• r
Name(s): ' ,� f4`'t
Mailing Address, C/S/Z: t L n
Cell Phone: 1 ) 63-9" -1y,cY7 7 Land Line: �T)
Email: °� S
i
• Primary Owner(s):
Names):
Q
Mailing Address, C/S/Z:
Cell Phone:�_) Land Line:
Email:
• Contractor(s).
Business Name: J`p -�l (L`?_ A ► (tiCTi��
Contact Name(s):
Mailing Address, C/S/Z: _ -��
Cell Phone:_)_`3 7) -7L Land Line: , }„� 1 l✓a
Email:
• Architect(WEn ing eer(s):
Business Name:
Contact Name(s):
Mailing Address, CJS/Z:
Cell Phone: _) Land Line:
Email:
Contact Person for Building &Code Compliance:
Cell Phone:_( 1 Land Line:
Email:
ACCQSSLKV Stnlctute ppP�uation%e itsed APO 1017
Town of Queensbury Building&Code Enforcement
WORK CLASS:
Deck,Open Porch Solar Panels(w/o rafter upgrades) _Carport _Cell Tower
Shed _Pavilion,Pole Barn,Canopy —Dock !Gazebo
Detached Garage —Boathouse(with or w/o sundeck) —3-Season Porch
Other(description: -)
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
2nd floor:
Total square feet: 3 4
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YES &O„ xplain:
4. Are there any easements on the property? YES NO
DF.g, `T70N:
I. I 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 I, or my agents, will obtain a certificate of
occupancy.
S. 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 a
r
PRINT NAME:
;� 5s
sti�n�a�uR�:
Accessory Structure Application Revised April 2017
Town of Queensbury Building&Code Enforcement
TOWN OF QUEENSBURY0 N
BUILDING DEPARTMENT
Based on our limited examination,
compliance T M
with our comments shall not be construed as p�
indicating the plans and specifications are in CV
full compliance with the Building Codes of O
New York State, O
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4 WOLLABER/ DAN LAWLER 885 Route 67
'21/17
f:Deck17088 Ballston Spa,NY
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Plan View Curtis Lumber
JIM WOLLABER/ DAN LAWLER 885 Route 67
04/21/17
Ref:Deck17088 Ballston Spa,NY
Scale: 1/4"= 1'
STRESS ANALYSIS
CUSTOMER: JIM WOLLABER / DAN LAWLER
DATE: 04/21/17 DESIGN: DECK17088 REF: 17088102 . ZP1
SALESMAN # 70850/JO ANN
-------------------------------------------------------
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------- -----------------------------------------------
JOISTS 2X8 DEFLECTION 153 PSF
16" BENDING 155 PSF
SHEAR 133 PSF
COMPRESSION 334 PSF 133 PSF
BEAMS 3-2XIOLM DEFLECTION 279 PSF
BENDING 150 PSF
SHEAR 128 PSF
COMPRESSION 436 PSF 128 PSF
POSTS 6X6 STABILITY 963 PSF
BEARING 674 PSF 674 PSF
-----------------------------------
TOTAL LOAD 128 PSF
DEAD LOAD 10 PSF
LIVE LOAD 118 PSF
-------------------------------------------------------
STRINGERS 2X12 DEFLECTION 85 PSF
BENDING 127 PSF
SHEAR 163 PSF
COMPRESSION 697 PSF
-----------------------------------
TOTAL LOAD 85 PSF
DEAD LOAD 10 PSF
LIVE LOAD 75 PSF
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81 L 1/4
'1 114
BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 24' 4 1/20 4 7' 7 3/4"
B 24' 4 1/2" 4 7' 7 3/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48*
Beam Layout Curtis Lumber
JIM WOLLABER DAN LAWLER 885 Route 67
04/21/17
Ren Deck17088 Ballston Spa,NY
Scale: 1/4"= 1'
IK'
Fs E� ( B 1 E� B BILS B B C FE
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist 11' F45 RD J rim a' 11' 1)45 2)0
B joist (15) 11' 7 112” K fascia 2416, 1)45 2)45
C joist 11' 4 112' F45 R0 K rim 24' 4 1/2'
D joist 10' 1/2' F45 R0 L cap 4' 5-
E joist (2) 10' 1 112' F45 RQ L section 4' 7 1/4'
F fascia 10' 1)46 2)22 M cap 2' 4 1/2'
F rim 9111, 1)0 2)45 M section 2' 7'
G fascia 2' 10' 1)22 2)22 N cap 7' 3 1/4'
G rim 2' 8' 1)45 2)45 N section 7' 5 314`
H fascia 20' 6' 1)22 2)22 O cap 6' 10314.
H rim 20' 8 1/2' 1145 2)45 O section 7' 1 1/4'
1 fascia 2' 10' 1)22 2)22 P cap 2'4 1/2'
i rim 218. 1)45 2)45 p section 2' 7-
J fascia 10' 1)22 2)45 O cap 4' 7 1/4'
Q section 4' 8 1/2'
Cut List Curtis Lumber
JIM WOLLABER/ DAN LAWLER 885 Route 67
04/21/17
Ref:Deck17088 Ballston Spa,NY
Scale:3/16"= 1'
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