AST-0310-2021 Office Use On[
_ ACCESSORY STRUCTURE Perrnitg: AS'V-
ri,m aQtccnsbzu). PERMIT APPLICATION Permit Fee:$ oe
742 Bay Road,Queensbury,NY 12804 Invoice#: 51-11-kP
P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By�
Project Location:
cl -v141--Wa4 I�Y
Tax Map ID#: . Subdivision Name:
PROJECT INFORMATION: F
TYPE: a Residential ElCommercial, Proposed Use: MAY 0 5 2021
TOBUILDING Y
&CODES
STRUCTURE:
❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Ceti Tower g Deck
❑ Detached Garage(>300 s.f.) ❑ Dock ❑.Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp
❑Shed(<300 s.f.) ❑ solar Panels(%vjo rafter upgrades) ❑ 3-Season Porch ❑ Other:
SQUARE FOOTAGE OF STRUCTURE:
1st floor:
z°l floor:
Total square feet:
Brief description of scope of project:
<a�+hAc?aA Gsci S�-tr+5 dPc�t cL..3 rc 'Car. - c�S�Ks. fj nt•JG �
Aatw.�.v Sumlwr QppHmthzi to iced Januzry 7.023
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$
2. Are there any structures not shown on the plot plan? DYES, WNO Explain:
3. Are there any easements on the property? ❑ YES �9 NO
DECLARATION: `
1. 1 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained.by the Town of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 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: J
SIGNATURE: ��-- (.��� DATE:
Accessory Structure Application Revised January 2021
s y
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): :er'.c cat vv.c.'^
Mailing Address, C/S/Z:
Cell Phone:(s1-,)-+"(e-o3ce n. Land Line: (0S— 5 �
Email:
1�7�WMSG-dnS h C-0
• . Primary Owner(s):
12.a 2
Mailing Address, C/S/Z: �-+ CtevO-'�-�,`k� Yt
Cell Phone:(�t g> wek-c,-+9-fi' Land Line:
Email: t)LJ rl e&-z7/C9 n yC°Crp4 0', C'd m
❑.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): Ld-O W //I ao'-s 6�� 4�11 IBC
Contractor Trade: �,/� n'
Mailing Address, C/S/Z: �d 16� � � �`������P
Cell Phone: 1P' �q� �d Land Line: , �/ -Ze5- —3 7
Email: Ccld-1vm5
**Workers' Comp documentation must be submitted with this application**
• Arch itect(s)/Engineer(s):
Business Name: W
Contact Name(s):
Mailing Address, C/S/Z: 3c,x z`"
Cell Phone: (fit;l) '+c, o Land Line:
Email:W�w.�tl�� .seT�c-
Contact Person for any questions r garding this project: 5/1
Cell Phone: .���'�� p— �� " Land Line:
Email: �rnS��, f�/�f �
Accessory Structure Application Revised January 2021
Deck and Roof Design checklist
�Is deck freestanding r attached
I� Footing
Sono tubes sized for posts 4x4 8 CX6 "
ABig foot or footing for roof load
Proper 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
Hex headed bolts NO CARRIAGE BOLTS
IP Diagonal bracing shown for deck over 24"/ 2-,�
Floor joists parallel to carrying beams
Deck post to beam attachment shown
Over 30" requires handrail
Over 30" requires guards
Y7 Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38"
1.D-U K MEMBER REPORT PASSED
Level, Floor:Joist
1 piece(s)2 x 10 Southern Pine No.2 @ 16"OC
O Overall Length:14'
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't,:e'.'ff;5t L_-Y`•,:is'�.•:s `;':�X�n.{..3 't,tii,`Nb.. ,..3';5-� :'k�:r'.<::�;:' - - r..�:` - �i..3'J'-.e::e
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
DPSI R'Resllits, Actual,ta,Cocatidn:. . --'Allowed`.'i.,...::I;esulf;:::::_ s: LDF Lade`:Coiribination:P.atfem ;3 `;< ':°.;c;', System:Floor
Member Reaction(Ibs) 558 @ 1 1/2" 1271(1.50") Passed(44%) — 1.0 D+1.0 L(Alt Spans)' Member Type:Joist
Shear(Ibs) 489 @ 10'10 1/4" 1619 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Building Cade:IBC 2015
Moment(Ft-Ibs) 1620 @ 5'11 3/16" 1640 Passed(99%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:Aso'
Live Load DeFl.(in) 0.242 @ 5'it 5/8" 0.292 Passed(L/578) — 1.0-D+1.0 L(Alt.Spans)
Total Load DeFl.(in) 0.287 @ 5'11 1/2" 0.584 Passed(L/499) — 1.0 D+1.0 L(Alt Spans)
TJ-Pro7"Rating N/A. N/A N/A — - N/A
•Deflection criteria:LL(L/480)and TL(L/240).
•Overhang deflection criteria:LL(21/480)and TL(2L/240).
•Allowed"moment'does not reflect the adjustment for the beam stability factor.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on.Nos.
•No composite action between deck and joist was considered in analysis.
Bearing Length';-'.�•. ':Loads.to;Sifppo Ibs)
Supports.
Tota6• :AvadableS E oiled;' 'Dead.<;'f;" Idor live Total
1-Hanger on 91/4"SPF-beam 1.50" Hangerl 1.50" 92 478/-6 570/-6 See note 1
2-Beam-SPF 4.50" 4.50" 1.50" 132 659 1 791 113locking
•Blocking Panels are assumed to carry no loads applied directly,above them and the full load Is applied to the member being designed.
•At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
•I See Connector grid below for additional information,:ind/or requirements.
:..B
racirig''Iriteivals,. Coin` eats' ` >, s; ::' = "G"
tateral.Bracm _ rn
Top Edge(Lu) 1'4"o/c
Bottom Edge(Lu) 13'11"o/c
-Maximum allowable bracing intervals based on applied load.
" ,...
Connector.Slm Strong,Tie:-
... .....::...
su ort Face Pastelists'- '`a.Membet Fasterie``
PP rs:_<;accessories.;'
1-Face Mount Hanger LU528 1.75" N/A 6-10dx1.5 3-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
3"k• ,�,Dea loorLive<..
- iI ,P`
;.5 aciu 0.90 .L00 -
V d' Localaoti""Side 9 P..
1-Uniform(PSF) 0 to 14, 16" 12.0 60.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties
related to the software.Use of this software Is not intended to circumvent the need for a design profesSioii0llas determined by.the authority having jurisdiction.The designer of record,builder or framer is
responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation-details refer to
www.wdyerhaeuser.com/woodproducts/docurnent-libr.ary.
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB software Operator Job Notes
4/23/2021 7:28:05 PM UTC
Kevin Havens Curtis lumber ForteWEB 0.1,Engine:V8.1.6.2,Data:V8.0.1.0
(518)490-7162 ^,
MEMBER REPORT PASSE®
Level,Floor:Joist
2 piece(s)2 x 10 Southern Pine No.2 @ 16"OC
Overall L=_nath:16'
- V •
_ 3y
si
1,,• 2'
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
..,.-
;Desl Actiial�Coea6on,.:.:: `"•.. _._..,:._ .. _ _
..:. System:Floor
9 ------_-- ,._....... .-_.,•�,. -,:�z .. .. -`:LDF;.;CoadrCombmaUoe?(hatterii) _ -_
Member Reaction(Ibs) 651 @ 3" 2543(1.50") Passed(26%) — 1.0 D+1.0 L(Alt Spans) Member Type:Joist
Building Use:Residential
Shear(Ibs) 584 @ 12'11 3/4" 3238 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015
Moment(Ft-Ibs) 2210 @ 7'7/16" 3281 Passed(67%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO
Live Load Defl.(in) 0.224 @ 7 3/4" 0.341 Passed(1-/730) — 1.0 D+1.0 L(Alt Spans)
Total Load Defl.(in)_ 0.266 @ 7'5/8" 0.681 Passed(L/614) — 1.0 D+1.0 L(Alt Spans)
TJ-Pro'"'Rating N/A N/A N/A — N/A
•Deflection criteria:LL(L/480)and TL(1./240).
•Overhang deflection criteria:U.(21-/480)and TL(2L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NOS.
•No composite action between deck and joist was considered in analysis.
To Available Regmred Dead_:,'Floor Live }Tatal< Accessories
1-Hanger on 9 1/4"SPF IedgerOnMasonry 3.00, Hanger' 1.50" 110 565 675 See note'
2=Beam-SPF 3.00" 3.00" L50" 146 728 874 Bloddng
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
•At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
•'See Connector grid below for additional information and/or requirements.
rac9.,.teiyats.>_r; ;`:.GomFnents_?;:::'-:.....
Top Edge(Lu) 15'8"o/c
Bottom Edge(Lu) 15'9"o/c
-Maximum allowable bracing intervals based on applied load.
-
_!rPP ?Model;;;`;^y <Seat CeOgth ._ :a_TBp,Fasterters-::,., ;;;=;.Face Fasteners' -'; Membeffasteners__.Accessories='=
1-Face Mount Hanger LUS28-2 2.00" N/A 6-10dxl.5 3-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
-oor
._rye';,:_ :':`:':;
a(1.00):._ comments;
1-Uniform(PSF) 0 to 16' 16" 12.0 60.0 Default Load
Weyerhaeuser warrants that the swing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties
related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is
responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards,Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESP-1387
and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser-com/woodproducts/document library.
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB software Operator Sob Notes
Kevin Havens
4/27/2021 7:30:58 PM UTC
curbs lumber ForteWEB v3.1,Engine:V8.1.6.2,Data:V8.0.1.0
(518)490-7162
khavens@curtislumber.com Wcyt:rhacuscr File Name.•enc