AST-0210-2023 Office Use Only
ACCESSORY STRUCTURE Permit#: it\ l"- 0 2-161 • 2-02.3
r 2lo PERMIT APPLICATION I- 8 Town ofCtcensbi ry Permit Fee:$ Qi . D
742 Bay Road,Queensbury,NY 12804 Invoice#: lQCl2g
P:518-761-8256 www.queensbury.net ,�jN` "
Flood Zone? Y /Reviewed B
Project Location: 185 Lockhart Mountain Road
252.-1-20riflW7llflI�Tax Map ID#: Subdivision Name:
r0 1
PROJECT INFORMATION: IAA' 0 3 202
113
TYPE: Er Residential ❑ Commercial, Proposed Use: TOWN OF ilFEN
STRUCTURE:
❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ 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:
1st floor: 768
2nd floor: 0
Total square feet: 768
Brief description of scope of project: Applicant proposes to remove a shed structure to .
Accessory Structure Application Revised June 2022
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $25,000.00
2. Are there any structures not shown on the plot plan? ❑ YES 0 NO Explain:
3. Are there any easements on the property? ❑ YES I, 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of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. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. I 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. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. I 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: Richard SeI OW7
SIGNATURE: f DATE: S A,3
Accessory Structure Application Revised June 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Richard Selkow
Mailing Address, C/S/Z: 158 Lake Parkway, Lake George, NY 12845
Cell Phone: 914-646-3604 Land Line: Same
Email: Richms@aol.com
• Primary Owner(s):
Name(s): Richard Selkow
Mailing Address, C/S/Z: 158 Lake Parkway, Lake George, NY 12845
Cell Phone: 914-646-3604 Land Line: same
Email: Richms@aol.com
❑ 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):
Contractor Trade: C,-, ca . 5 ass\ cJGks,
Mailing Address, C/S/Z: 60}Vc .W1\ c-,\`e, ( „ rcc4 Arr agaq
Cell Phone: S'$-`1.q( -1(l,&c) Land Line: Skg- '798 -S
Email: illcc,Uwe-excm,mn(3,- /a.�e`.e,. rat )
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s):
Business Name: Environmental Design Partnership, LLP.
Contact Name(s): Connor DeMyer
Mailing Address, C/S/Z: 900 Route 146, Clifton Park, NY 12605
Cell Phone: Land Line: 518-371-7621
Email: Cdemyer@edpllp.com
Contact Person for any questions regarding this project: Richard Selkow
Cell Phone: 914-646-3604 Land Line: Same
Email: Richms@aol.com
Accessory Structure Application Revised June 2022
Residential Plan Review: 1- and 2- Family Dwellings
Y/N/NA (1 of 2)
Two (2)full sets of plans
yj Over 1,500 sq.ft. requires engineering stamp
` h5< Design loads on plans: 115 Wind Floor Loads 40 psf
I ( (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf
Calculations Decks 40 psf
Wind design for lake front properties
'il/r� Window schedule with glass size & main doors/Air leakage< .5 cfm for doors,< .3 cfm for
windows/Tempered glass in bathrooms
i�i h) Door schedule/Main entrance 36" door
Emergency Escape or Bedrooms& Habitable Space
Above-grade: 5.7 sq. ft.
Li1/4" Grade: 5.0 sq.ft.
24" (h) x 20" (w) minimum
44" maximum height above door •
Window.control devices 24" or less 2nd story or 72" above grade
Egress window from basement 5.0 sq.ft.
;� ►�. Floor system sizing per table 502.3.1
J)1\ Residential check ERI or Prescriptive method
'PO,- Driveway length: 300' or more-12' width required/500' or more,turnaround required
Pt Foundation drainage on plans, if required.
`� - 6" drop in 10' exterior grade
y Framing cross section for each roof line, vertical fire stopping every 10'where
if required/joist spans pg. 127
;`J!('- Ice &snow shield-24"from exterior wall
Mak Platforms at exterior doors
Stairway headroom 6'8"; all stairs 36" width
(a. Stair run and rise
:AN- Winder run and rise
(lk Spiral stairs meet requirements
tp Smoke detectors—battery backup &proper location, interconnected
GPI lA Bathroom fixtures—proper clearance
gik Hall width-36" width
0 Handrails more than four risers on open sides
IAA- Railing&guards>30"/basement stairs included/closed risers more than 4" in height
iy Safety glazing notes for required areas
Garage fire separation:'/2" gable end/5/8" under living space &1/:" on walls/20 min.door
Ink and closer
'� Garage floor sloped
.t Attic access: gasket seal & R-value equal to roof insulation
HO Roof over 30" 22"x 30"/Crawl spaces 18"x 24" access
Continued on back 4 -
Residential Plan Review Revised October 2021
Residential Plan Review: 1- and 2- Family Dwellings
Y/N/NA (2 of 2)
Carbon Monoxide detector outside lowest sleeping area, on every level &interconnected
within 15'of sleeping area
iitk Soil test results, if required
lk Septic to well or water line separation
45 All paperwork signed
YJ Note on plans energy saving light bulbs 90%
MO, Blower door test agency paperwork
/ Floodplain Permit required—check map: 2 feet above flood elevation
"Hurricane clips required
if tik Floors less than 2 x 10 covered by%"gypsum or 5/8" wood panel
1A Manuals S &J required for heating system. Cold air return hard piped
NAN Separate room for draft HVAC or hot water heater with fresh air
tJ J.P, HRV shown and calculations
Lv1A. Baffles at eaves for insulations and knee walls
ilJJ r_ Makeup air for range hood >400 cfm
Continuous header for garage doors to end wall Stt1/4 p),,l.F4Z
AIX Chimney rain cap shown for fireplaces
p4)-Deck hold down shown not less than 4 lags and bolts per table 507.2
Residential Plan Review Revised October 2021
S Job C. _7 Truss Truss Type Qty Ply AQS Selkow
22072720E T24 COMMON 9 1 AQS Selkow
Job Reference(optional) '
UFP Site Built,LLC,UFP 20/20 Run:6.510 s Oct 22 2021 Print:8.510 s Oct 22 2021 MiTek Industries,Inc.Sat Jul 30 09:32:05 2022 Page 1
ID:QfIODVNZ?L6oheJ4EMpsCXz1?i8-58nyXIh8gEGo8VMcmtzGsLY6gVQOglbAeJo0Adyswwe,
-1-10-6 6-6-5 12-0-0 17-5-11 24-0-0 25-10-8
( 1-10-8 ( 6-6-5 I- 5-5-1 1 ( 5-5-11 ( 6-6-5 [ 1-10-8
•Scale=1:46.3
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5x8= 5x5= 5x6= 5x5= 5x8=
I 8-6-4 15-5-12 24-0-0 i
8-6-4 ( 6-11-7 ( 8-6-4
Plate Offsets(X,Y)-- 12:0-4-0,Edgel,[3:0-1-8,0-0-12j,14:0-4-4,0-2-81,15:0-1-8,0-0-121,[6:0-4-0,Edgel,[8:0-2-0,0-2-81,[10:0-2-0,0-2-81
LOADING(psf) SPACING- 4-0-0 CSI. DEFL in (lbc) Udeff Ud PLATES GRIP
TCLL 60.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -027 8-10 >999 240 MT20 197/144
TCDL 5.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.32 8-10 >902 180
BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.11 6 n/a n/a
BCDL 5.0 Code IBC2018/TP12014 Matrix-MS Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(2-4-11 max.).
BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing.
WEBS 2x4 SPF No.2
REACTIONS. (lb/size) 2=3271/0-8-8,6=3271/0-8-8
Max Harz 2=192(LC 14)
Max Uplift2=-622(LC 14),6-622(LC 15)
Max Grav2=3797(LC 2),6=3797(LC 2)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/168,2-17=6563/1013,3-17=6296/1026,3-4=-5662/947,4-5=-5662/947,5-18=-6296/1026,6-18=6563/1013,6-7=0/168
BOT CHORD 2-10=941/5901,9-10=-447/3995,8-9=-447/3995,6-8=-754/5901
WEBS 3-10=-1858/469,4-10=-352/1978,4-8=-353/1978,5-8=-1858/470
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91 mph;TCDL=3.0psf;BCDL=3.0psf;h=20ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone
and C-C Interior(1)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-16;Pr=60.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=60.0 psf;Pf=50.4 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;
Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.20
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live bad of 12.0 psf or 1.00 times flat roof load of 50.4 psf on overhangs non-concurrent with other live loads.
6)Dead loads shown include weight of truss.Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord
dead load.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 622 lb uplift at joint 2 and 622 lb uplift at joint 6.
9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
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