AST-0397-2021 ti
Office Use Only
ACCESSORY STRUCTURE Permit#: NY- r)-Z-91-- 2W-1
Tome ofQue nsbury PERMIT APPLICATION Permit Fee:$ 116pb
742 Bay Road,Queensbury,NY 12804 Invoice#: �1
P:518-761-8256 www.gueensbury.net
Flood Zone? Y N Reviewed By:
Project Location: 23 Woyne, G _1
Tax Map ID#: Subdivision Name:
PROJECT INFORMATION:
TYPE: X Residential ❑ Commercial, Proposed Use:
STRUCTURE:
❑ Boathouse (with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower X Deck
❑ Detached Garage (>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp
❑ Shed (<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other:
SQUARE FOOTAGE OF STRUCTURE: o
1 rt flnnr d
2nd f
Total square feet:
Brief description of scope of project: D 2 C E a V 2
(l ek f)igC* L� L5
MAY 2 6 2021
TOWN OF QUEENSBURY
BUILDING&CODES
Accessory Structure Application Revised January 2021
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $
2. Are there any structures not shown on the plot plan? ❑YES LINO Explain:
3. Are there any easements on the property? ❑ YES ❑'NO
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be
completed within a 12 month period.Any changes to the approved plans prior to/during construction will require
the submittal of amended plans,additional reviews and re-approval.
2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of
Queensbury.After 1 year from the initial application date, 100%of the fee is retained.
3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. 1 certify that the application, plans and supporting materials are a true and a 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.
5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. 1 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.
I have read and agree to the above:
PRINT NAME: /
SIGNATURE: - DATE: Zip ZGZ/
Accessory Structure Application Revised January 2021
f
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Willi-um L xx-,t�W
Mailing Address, C/S/Z: 35 R,W uts� Qd &&J\ voorF NY I Z63[
Cell Phone: C�l� 365��a1 Land Line: (516 7q3-i3OY
Email:
• Primary Owner(s):
Name(s): j-U5+'ir\ bra
Mailing Address, C/S/Z: Y:3 "yrc &Lr, t,X~Sbuty p IZT0q
Cell Phone: (518, Z(0 5$yy Land Line:
Email:JJ$3M.YL6
I
Mai�,�dM
❑ Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contractor Name(s): T mber- CoASk'uCt<i-ol LLG
Contractor Trade:
Mailing Address, C/S/Z: 35 !iilim-1 Cr--St Pd Qoee4U^/ NY
Cell Phone: — Land Line:(5It)
Email:
"Workers' Comp documentation must be submitted with this application"
• Arch itect(s)/Engineer(s):
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
Contact Person for any questions regarding this project:
Cell Phone: Land Line:
Email:
Accessory Structure Application Revised January 2021
Deck and Roof Design checklist
-U� Is deck freestanding r attacD
Footing
Sono tubes sized for posts 4x4 8" 6x6 12"
Mtoc Big foot or footing for roof load
oproper attachment to post and footing shown
Proper flashing or waterproofing to structure shown
Attachment to structure shown on plans
Galvanized or stainless steel bolts shown NO ZINC COATED
J-65- -lex headed bolts NO CARRIAGE BOLTS
10-Diagonal bracing shown for deck over 24"
Floor joists parallel to carrying beams
Deck post to beam attachment shown
Over 30" requires handrail
AOver 30" requires guards
Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38"
TOWN OF QUEENSBURY C E 0 d E
BUILDING & CODES DEFT. D
Reviewed y: MAY 2 6 2021
Date: '�-
TOWN OF QUEENSBURY
BUILDING&CODES
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QUEENSBURY TOWN OF Q FILE COPY
BUILDING DEPARTMENT
Based on our limited examination,compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
1-53 1
AST-0397-202
308.10-
Custom View! Gray, jus i17 Curtis Lumber
GRAY TIMBER/STONE--RKH 23 Wayne Ct 885 Route 67
05/24/21 500 S-f-
Ref:Deck21144 t Deck Ballston Spa
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0)*tat(0) to:0.314, t rim 14191 '
£)olat(0) 8'0 314• J faaolo Tk 8• 1)46 2)0
F tnacla 21, t)0 2)46 S Ilia 713112,
P rim 201 7 112' K rim 11'40 t/2•
a fascia 13,1 tt2• i,)48 2)46 L rim 21'
O'Ylm 13, t3 rim 20't0 VV
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3RAY TRABER/STONE RKFH $85 ltoube 67
D5I24/21
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STRESS ANALYSIS
CUSTOMER: GRAY TIMBER/STONE -- RKH
DATE: 05/24/21 DESIGN:: DECK21144 REF:
SALESMAN #k RICHH:
MEMBER. STRESS FACTOR COMPOSITE
TYPE. SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 114 PSF
16" BENDING 125• PSF
SHEAR 118 PSF
COMPRESSION 300 .PSF IJ4 PSF
BEAMS: 3-2X10LM DEFLECTION 309 PSF
BENDING 1.41 PSF
SHEAR: 106 PSF
COMPRESSION --2.32 PSF 1.06 PSF
POSTS 6X6 STABILITY 778 PSF
BEARING 527 PSF 527 PSF
-----------------------------------
TOTAL LOAD 106 PSF
DEAD. :LOAD 10 PSF
LINE LOAD 96 PSF
STRINGER. 2X12 DEFLECTION 2346 PSF
BENDING 1136 PSF
SHEAR 551 FSF
COMPRESSION 1783 PSF
-------------------------------
TOTAL LOAD 551 PSF
DEAD LOAD 10 PSF'
LIVE LOAD 541 PSF
STRINGERS 2X12 DEFLECTION 2346 PSF
BENDING } 113.6. PSF
SHHEA,R 551 ?SF
COMPRESSION 1783 PSF
------------------------------------
TOTAL LOAD. 551 PSF
DEAD LOAD 10 PSF
LIVE LOAD 541 PSF
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CaRAY Tf�tLBER/STONE RM 885:Route 67
05/24/21
Ref Declt21144 Ballston Spa
Scale:118"=1'
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BEAM BEAM POST POST
LABEL. LENGTH COUNT SPACING
A 19' e, 4 6' 1 1/40
B 20' 10 1/2' 4 6' 6 3/4"
C 20'16 I/2" 4 6' S 3/4'
Post spacing 'is measured center-to-center.
Depth of concrete footers 0"
Beam La��yyo�ut� i
GRAY TIMBMSTONE--RKH Curtis Lumber
D5/24/21 88S Route 67
Ref:Deck21144
Scale: 1/8"=1' j Ballston Spa
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