AST-0565-2018 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-0565-2018 Date Issued: Tuesday, October 16, 2018
This is to certify that work requested to be done as shown by Permit Number AST-0565-2018
has been completed.
Tax Map Number: 289.20-1-47
Location: 47 MELDON CIR
Owner: James Mathis, Dianne Mathis
Applicant: James Mathis
This structure may be occupied as a: Deck Addition 60 s.f.
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
4I-At
property owner of the responsibility for compliance with Site Plan, �d
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.
I
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-0565-2018
Tax Map No: 289.20-1-47
Permission is hereby granted to: Ken Mattson
For property located at: 47 MELDON CIR
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: James Mathis Deck $10,000.00
Owner Address: 47 Meldon CIR Total Value $10,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Ken Mattson
64 BLIND ROCK RD
Queensbury,NY 12804
Plans&Specifications
Deck Addition 60 s.f.
$ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, September 11, 2019
(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 o ury; ues, .,, 'j • -•••er 11,2018
SIGNED BY: IV \ for the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
/4114114)-4,',
ACCESSORY STRUCTURE Permit#: A-5
PERMIT APPLICATION Permit Fee:
Town(.4(Z en h try
742 Bay Road,Queensbury,NY 12804 C
P:518-761-8256 www.queensbury.net ---
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Project Location: A 1 kt‘ f•
SEP 0 5 2018 ui'
�.r4t1'°TaxMaptD#: op . US- d!)► eC!) .
CONTACT INFORMATION:
{
• Applicant:
Name(s): st›;it_ At s
Mailing Address, C/S/Z: ttve i. r... ,0 `` 1-2-a
Cell Phone: ( t ) -C> 5M Land Line: (5 t ) 4;340 S
Email: ,, is&v. c t-). "r:. o
• Primary Owner(s):
Name(s): INN
Mailing Address, C/S/Z:
Cell Phone: ( ) Land Line: ( )
Email:
• Contractor(s):
Business Name: Vd.. et-Ak-610'1
Contact Name(s):
Mailing Address, C/S/Z: ?) � P-154,\L_ � 1 9
Cell Phone: ( ) 14) Land line: ( t \ ) ' " -'
Email: I k, 1 t 4..14 .. t r I .
• Architect(s)/Engineer(s):
Business Name: r~ .
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: ( ) Land Line: ( )
Email:
Contact Person for Building &Code Compliance: / , . ovA t
Celt Phone: ( • `� ) 1 - 1 Land Line: ( )
to
Email: t k tv-ct, , `4- 6 6 tiviA I . Go vh,
Town of Queensbury Building&Code Enforcement Accessory Structure plication Revised April 2017
'ROJECT INFORMATION:
YPE: Commercial Residential
VORK CLASS:
SP ,
Deck, -Perth Solar Panels(w/o rafter upgrades) Ca pg a 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: &C.) 10c,--3)
2nd floor: `-�'� i ce -:
Total square feet: t o
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ I 6\ �,
2. If Commercial project,what is the proposed use:
3. Are there any structures not shown on the plot plan? YES Qs1:9)Explain:
4. Are there any easements on the property? YES Nd,
DECLARATION:
1. 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, I certify that the application, plans and supporting materials are a true end 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. I nor to occupying a that
g prior the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
WS y; I also understand that 1/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. %
have read and agree to the above:
'RINT NAME: rtt
;IGNATURE: ? TE: 41/eilI
own of Queensbury Building&Code Enforcement Accessory Structure Applition Revised April 2017
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10 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE
POST REQUIREMENTS Figure 8B.Alternate Approved Post-to-Beam 3A dec post sizes s a e 6x6(nominal)or larger,and Post Cap Attachment.
the maximum height shall be in accordance with Table 4 ^. __--
and measured from grade or top of foundation, - :• .,_=- - solid sawn or
�� : ~ _.. multi-ply beam
whichever is highest,to the underside of the beam. - - :: --�-_-:Y �•-
Under prescriptive limits of this document, 8x8 nominal =-!!/;
posts can be substituted anywhere in Table 4 but are 1,,,i
Iltc
limited to a maximum height of 14'-0".Posts shall be :_;4:'
centered on footings. Cut ends and notches of posts shall
♦�.e
be field treated with an approved preservative(such as 9 • � t
copper naphthenate) [R402.1.2].The beam shall be a );\\t
attached to the post by notching as shown in Figure 8A l"' o--F:0 ' '
or by providing an approved post cap to connect the 1 st o e
o
beam and post as shown in Figure 8B.All 3-ply beams
shall be connected to the post by a post cap.All through-
bolts shall have washers under the bolt head and nut.
Attachment of the beam to the side of the post without
notching is prohibited(see Figure 9). Figure 9.Prohibited Post-to-Beam Attachment
Condition.
Provide diagonal bracing parallel to the beam at each
corner post greater than 2'-0"in height as shown in
Figure 10.Diagonal bracing is prohibited on center
posts.Bracing shall be fastened to the post at one end
and the beam at the other with Y2"diameter lag screws.
For non-ledger decks,(see Figure 21)diagonal bracingii
1110' Through-bolts, Note:Support of beams w/
may be omitted at the beam and posts adjacent to the lag screws,or fasteners only Is prohibited.
house. nails. Bearing Is required.See
-�-- Figure SA.
Figure 8A. Post-to-Beam Attachment
Requirements.
\-- (2) d meter
single 3"or 4" through-bolts
with washers
nominal or double
2"nominal beamkr
beam mint s6" Figure 10. Diagonal Bracing.
bear fully on ?3/a"
notched 6x6
6x6 min.----�"` Nr_-
1Z" •-.)\I t
.ir Z4 i
beam
et2'
i0 coi
I E 2x4,typical (1)1/2"diameter
MIl- lag screw with
III Ni• a-Y4 co washers,typical
Typical Post At Splice
DIAGONAL BRACING PARALLEL TO BEAM
Note:Diagonal Bracing is prohibited on center posts.
American Wood Council
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