AST-0462-2022 A
}
y.A.:.
Office Use Only
ACCESSORY STRUCTURE Permit#: ZZ
Town ofQueensbury PERMIT APPLICATION Permit Fee:$
742 Bay Road,Queensbury,NY 12804 Invoice#:
P:518-761-8256 www.aueensbury.net Flood Zone? Y �N Reviewed By:(J 1
Project Location: .5 V6)t
Tax Map ID#: Subdivision Na
y
PROJECT INFORMATION: R
••��..
TYPE: D<Residential ElCommercial, Proposed Use: FJUL
2 2:2022]
TOWN OF QUELN6 URY
BUILDING &CODES
STRUCTURE:
❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport El Cell Tower ❑ Deck
(-'U Detached Garage (>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp
v❑`Shed (<300 s.f.) ❑ Solar Panels (w/o rafter upgrades) ❑ 3-Season Porch ❑ Other:
u
SQUARE FOOTAGE OF STRUCTURE:
1st floor: J�
2"d floor:
Total square feet: (_n
Brief description of scope of project:
Accessory Structure Application Revised June 2022
04
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: IK
2. Are there any structures not shown on the plot plan? ❑ YES ❑ O Explain:
3. Are there any easements on the property? ❑ YES 10
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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of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 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: -� U
SIGNATURE: e DATE: 'Zz ZZ
Accessory Structure Application Revised June 2022
0.
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• A--pp scant:
Name(s): u S-hl 't, eu) it cl)2-,-n
Mailing Address, C/S/Z: U 2L I zeoaa
Cell Phone: Land Line:
Email: 0 h t.I..eJ U A y1 e-PI-J,1 iG�e?r)i a!'I• 0nD0::::1
• Omary Own,er(s):
Name(s): o
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractors • ist all additional contractors on the back of this form)
Contractor Name(s): �a� L
Contractor Trade:
Mailing Address, C/S/Z: jc
Cell Phon : (� Land ine:
Email: �� ��!
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s): N�
Business Name:
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
Contact Person f qu do s r•garding this project: 3 �
Cell Phone: 7�� Land Line:
Email: 0 CZ-
Accessory Structure Application Revised June 2022
1�
r
• Contractor s : Workers' Comp documentation must be submitted with this application
Contractor Name(s): > n
Contractor Trade:
Mailing Address, C/S/Z: (�Z
Cell Phone: Land Line: S-( Z 737/
Email:
• Contractor(s): Workers' Comp documentation must be submitted with this application
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
• Contractor(s): Workers' Comp documentation must be submitted with this application
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
• Contractor(s): Workers' Comp documentation must be submitted with this application
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
• Contractor(s): Workers' Comp documentation must be submitted with this application
Contractor Name(s):
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
Accessory Structure Application Revised June 2022
Box 621 Route 1
.. Buttermilk Falls Road
Ft
IL COPY
BALDWIHJJ�m Fort Ann,New York 12827
CRETE CONTRACTOR ollice(518)792-1371 1011" OF QUEENSQURY
CON �Fax(518)798-6516 SUILDiNG & CODES DEFT,
Reviewed ,3y
i Date;
TOWN OF QUEENSBURY �•
BUILDING DEPARTMENT
Based on our limited examination,compliance
Z� with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
a New York State.
D CEOVE
JUL 2 2 2022
TOWN OF QUEENSBURY
BUILDING& CODES
_._302.17-2-11 - - AST-O462-2022
Culligan, 3amie &3ustin
26 Arbutus Dr 556 s.f.
Detached Garage
UlPe
1-0
vz
C-113
t 0
r
'� Y, t-�,
WALL CONSTRUCTION
y, ai
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)
r.
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
�— (ONE BRACED WALL PANEL)
FASTEN KING STUD
I-*--FOR SING 2'-18'FINISHED WIDTH OF OPENING _I 16D S TO ADE SER OH 6
LE OR DOUBLE PORTAL
TENSION STRAP PER
TABLE 602.10.6.4 ;
PO p� (ON OPPOSITE SIDE
HEIGHT OF SHEATHING)
tN.3'yx411 Y..'WETMEADER STEF2 HEADER PROHIBtTE !
IIFjY:45PACERIISIUSED�PIACE�ON18ACK SIDE�OF HFADE
!p = IF NEEDED,PANEL r
FASTEN SHEATHING TO HEADER WITH 8D SPLICE EDGES SHALL ".
w COMMON OR GALVANIZED BOX NAILS IN 3'GRID OCCUR OVER AND BE FASTEN TOP a
PATTERN AS SHOWN
NAILED TO COMMON PLATE TO
� BLOCKING WITHIN THE HEADER WITH
HEADER TO JACK-STUD STRAP PER TABLE MIDDLE 24'OF THE TWO '-
i.. PORTAL-LEG HEIGHT ROWS OF 16D
R602.10.6.4 ON BOTH SIDES OF OPENING ONE ROW OF 3'O.C. SINKER NAILS AT
OPPOSITE SIDE OF SHEATHING NAILING IS REQUIRED 3'O.C.TYR.
O = IN EACH PANEL EDGE.
MIN,DOUBLE O x 4'FRAMING COVERED WITH MIN. MIN.'/ie'WOOD
'/�e'THICK WOOD STRUCTURAL PANEL SHEATHINGf
TYPICAL PORTAL STRUCTURAL
WITH 8D COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION PANEL
3'O.C.IN ALL FRAMING(STUDS AND SILLS)AS SHEATHING
SHOWN TYR
MIN.DOUBLE 2 x 4 POST -
MIN.LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD)
NUMBER OF JACK
STUDS PER TABLES t
MIN.(2)%'DIAMETER ANCHOR BOLTS R602.7(1)&(2) ?;
INSTALLED PER SECTION R403.1.6 WITH
2'x 2'x'/te PLATE WASHER
INTERMITTENT BRACED
r WALL PANEL REQUIRED
; - a ADJACENT OPENING
FOR SINGLE PORTAL
FRAME
ANCHOR BOLTS PER ?;'
SECTION R403.1.6
FRONT ELEVATION SECTION '""
For SI: 1 inch=25.4 mm,1 foot=304.8 mm.
FIGURE R602.10.6.3
METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A,B AND C
D
(v
L L
4
1. .�, __ _ - __ ��.. ►
----rat Y iplj Ira-ra-12
i
IB220406 36ATST IAT-rr- 3 1 1 Mact-ocods Lumber-roran
Job Reference
L ------- JL
Harvest Homes Inc.,Delanson,Nex York 12053 Run:8.430 s Feb 3 2021 Print:8.430 s Feb 3 2021 Welt industries,Inc.-Thu A JILl'.410:18:1 2022 Page I
ID.4s8hRfoOtiAGuiclHyoKIDVKzqYgc-ichkb2SzdADPKqqutNy8D<JPDI SUR%v0VWkyfy1nZQrTJ
1_04) 4-11-3 9-4-4 �1 1-4-2 20 - ---------11.0.9
4.1 i_A1-14 3-7-14 3-7-14 '1-11-14' 4-5-f 4-11-3 1_00
Scale 1.62.4
'N,
B.Co 1_12 it
36
I i2(4 11 6 8 W i I rg
5 17
5X6 i I 2x4 i I
XG
2K3 4 Designed for residential storage are 10
3 Uninhabitable application utfilized.
30 lbs I sq.it.
W6
11-0-0 12
C-
3x8= 16 15 14 3x8
3x8== 5x8 MTtBHS W
P-0-0
4-11-3 4-5-1 11-3-8 4-5-1 4-11-
Plate Offsets
L 4
TCLL SPACING 0 CSI. DEFL in ((cc) Well Ud I PLATES GRIP
(Ground Sno
OADING(psi) Plate Grip DOL 1.15 0.54 Vert(LL) -0.4512-14 .792 36 w2o 169/123
.i��
Lumber DOL 1.15 BC 0.60 Verl(CT) -0.513 14-16 >606 240 MT18HS 244/190
TCDL 10.0 Rep Stress incr YES INS 0.70 Horz(CT) 0.05 12 n/a rVa
BCLL 0.0 Code IRC201811PI21114 Matrix-S Attic -0.3614-16 372 360 Weight:193 lb FT=2016
9CDL 10.0
LUMBER- BRACING-
TOP CHORD 2x6 SP DSS*Except' TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc Purlins.
T 1,T4:2x6 SP Na.2 BOT CHORD Rigid coiling directly applied or 10-0-0 cc bracing.
BOT CHORD 2x6 SP DSS JOINTS I Brace at 31(s):17
WEBS 2x4 SPF-S No.2 Mifi4 recommends that Stabilizers and required cross bracing
be installed during truss erection
d
REACTIONS. (Ibfsi7e) 2=1915/0-5-8 (min.0-3-0),12=191510-5-8 (min.0-3-0) f
Max Harz 2=-279(LG 8)
Max Upfift2=-203(LG 10),12=-203(LC I I
Max Grav 2=1927(LC 21),12=1 927(LC 22) 2
FORCES- Ob,)-Max.Comp./Max.Ton.-All forces 250(lb)or less except when shown. JUL 2 2 202?
TOP CHORD 2-3=-2870i238.3-4=-2529/209,4-5=-2349/223,5-6=-1871/275,6-7=-331/130,
7-8=-3311130,8-9=-18711275,9-10=-2349/222,10-11=-2528/208.11-12=-2870/238
GOTCHORD 2-16-29812466,15-16=-7012003,14-15=-7012003,12-14=-I11/2258 TOWN OF QIJEENISBURY
WEBS 6-17=-19591216,8-171959/216,5-16--Oi854.9-14=0/855,3-16=-051277,11-14=-635/278 BUILDING 43t CODES
=-
NOTES-
1)Wind:ASCE 7-16-,Vult=1 15mph(3-second gust)Vasd=91 mph;TCDL=S.Opsf:BCDL=S.Gpsf-.h=2511:Cat.11;Exp C;Enclosed;MWFRS
(envelope)gable end zone;cantilever left and right exposed-,end vertical left and right exposed:Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-16:Pg=50.0 pst;Pf--38.5 pst(Lum DOL=1.15 Plate DOL=I.15);ts=1.0.Rough Cal C;Partially Exp.;Ce=1.0;Cs=1.00;
Ct=1A0
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min toot live load at 16.0 psf or 2.00 times gal real load of 38.5 psf on overhangs
non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
6)The Fabrication Tolerance at joint 15=10%
7)This truss has been designed for a 10.0 psf bottom chard live load rionconcurrent with any other live loads.
81 Bottom chord live load(30.0 pst)and additional bottom chord dead load(6.0 pst)applied only to mom.14-16
%Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift at joint 2 and 203 lb uplift at joint
12.
10)This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.1 1.1 and R802.10.2 and referenced
standard ANSIrTPI 1.
11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
CX