AST-0282-2022 ' 9
Office Use Only
ACCESSORY STRUCTURE Permit#: A,S - 02$2 2022.
Town otQgeens ury PERMIT APPLICATION Permit Fee: $ 201• bD
742 Bay Road,Queensbury,NY 12804 Invoice#: A92am{' (�
P:518-761-8256 www.gueensbury.net O r�,."' /
Flood Zone? Y � Reviewed By:
Project Location: 18 Wilson Street �5O
302.8-2-52
Tax Map ID#: Subdivision Namely,
® y�
PROJECT INFORMATION:
TYPE: A Residential ❑ Commercial, Proposed Use:
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:
576
1st floor:
2nd floor: 0
Total square feet: 576
Brief description of scope of project:A wood framed garage on an existing lot.
Accessory Structure Application Revised March 2022
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 30,000
2. Are there any structures not shown on the plot plan? ❑ YES R NO Explain:
3. Are there any easements on the property? ❑ YES 0 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of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 atrue 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: David Hutchinson
SIGNATURE: DATE: 05/05/22
Accessory Structure Application Revised March 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): David Hutchinson
Mailing Address, C/S/Z:114 98 Green Barn Road/ NY/ 12839
Cell Phone: 518 683 4608 Land Line:
Email: creationstudios9@yahoo.com
• Primary Owner(s):
Name(s): Carol Berry
Mailing Address, C/S/Z:18 Wilson Street, Queensbury/ NY/ 12804
Cell Phone:518 832 0255 Land Line:
Email: berry1016@man.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:
Mailing Address, C/S/Z:
Cell Phone: Land Line.
Email
"Workers' Comp documentation must be submitted with this application"
• Arch itect(s)/Engine.er(s):
Business Name:
Contact Name(s): David Hutchinson
Mailing Address, C/S/Z: 98.Green Barn Road, Hudson Falls/NY/ 12839
Cell Phone: 518 683 4608 Land Line:
Email creationstudios9@yahoo.com
Contact Person.for any questions regarding this project:
Cell Phone: Land Line: --y�
Email C�
Accessory Structure Application Revised March 2022
Town of Queensbury David Duell
I'Iighway Superintendent
Highway � 1 6 1-8��1�,
i fi
Department 1 Mark De Mers
7+2 Bay Road—Queensbury,NY ""`
Deputy I-1igh�vay Superintendent
1'�801
515-761-821 C}
Phone: 01 S) 761-8121 1
Fax: (518) -145-4- 66
DRIVEWAY PERMIT
DATE: u 0,6%S-1— I J a_ 6 A
APPLICANT NAME: A Pp( Tj e-�r ru
TELEPHONE NO.: - 0 a65
ADDRESS TO BE INSPECTED: 14� I�) �15cnn ci �,_���e .y►S lours`, �j�
RETURN ADDRESS:
Applicant must show exact location and width of driveway(s) to be connected to the highway by
placing stakes at the specified location.
The Superintendent of Highways of the Town of Queensbury has reviewed this application. The
following action has been taken:
STEP 1: ( ) Preliminary Approval
NEED: ( ) Slight swale
( ) Deep swale
( ) Level with the road
( ) Level with the top of the paved wing
Size culvert pipe to be used (if necessary)
( ) 12" ( ) 15" ( ) 18" ( ) 24" ( ) 36-
Preliminary inspection completed by: Date:
Approval by Highway Supt: (or) Deputy Supt:
Upon completion, please resubmit this approved permit for a final approval.
STEP 2: Final Approval ( ) Rejected
Date:
David Duell, Highway Superintendent Mark De Mers, Deputy Highway Superintendent
8/5/2021 Revised
Job Truss Trouss Type City Ply Jon Sweet
22082017J T01 MMON 11 1
Job Reference(optional)
UFP Site Built,LLC,UFP BE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Wed Aug 24 15:04:03 Page:1
ID:kP9FJA9tzl6 M pJ PZR?141 eyl GYd-yP BggG)R9 W 9Ce czllTfxb ncW YHOkZJ itnszW_gykcjR
-1-00-00 6-02-13 12-00-00 17-09-03 24-00-00 2 -00- 0
1-00-0 6-02-13 5-09-03 5.09-03 6-02-13 1-00-0
4
4 /
12 Gil
7 r 19 20
2x4 0 2x4 ti
3 5
0
o �
0
1
2 6
LID
4= 1 7
v
10 17 189 8
4x4= 4x4= 3x4= 4x4= 4x4=
8-01-14 15-10-02 24-00-00
8-01-14 7-08-05 8-01-14
Scale=1:53.8
Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 38.5 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.14 8-10 >999 240 MT20 197/144
(Ground Snow=50.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.25 10-13 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.06 6 n/a n/a
BCLL 0.0' Code IRC2018/TP12014 Matrix-MS
BCDL 10.0 Weight:89 lb FT=20%
LUMBER 4) This truss has been designed for greater of min roof live
TOP CHORD 2x4 SPF 210OF 1.8E load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on
BOT CHORD 2x4 SPF No.2 overhangs non-concurrent with other live loads.
WEBS 2x4 SPF No.2 5) This truss has been designed for a 10.0 psf bottom
BRACING chord live load nonconcurrent with any other live loads.
TOP CHORD Structural wood sheathing directly applied or 6) 'This truss has been designed for a live load of 20.Opsf
4-4-9 oc purlins. on the bottom chord in all areas where a rectangle
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom
bracing. chord and any other members,with BCDL=1 O.Opsf.
REACTIONS (size) 2=5-08,(min.2-07),6=5-08,(min. 7) Provide mechanical connection(by others)of truss to
2 07) bearing plate capable of withstanding 16 lb uplift at joint
Max Horiz 2-07) (LC 10) 2 and 16 lb uplift at joint 6.
Max Uplift 2=-13(LC 12),6=-16(LC 13) 8) This truss is designed in accordance with the 2018
Max Graft 2=-16( C 1 ), -16(L (13 20) International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 LOAD CASE(S) Standard
(lb)or less except when shown.
TOP CHORD 2-3=-2314/33,3-19=-2082/53,
4-19=-1871/71,4-20=-1872/71,
5-20=-2082/53,5-6=-2314/33
BOT CHORD 2-10=-35/1937,10-17=0/1246,
17-1 8=0/1 246,9-18=0/1246,B-9=0/1246,
6-8=0/1937
WEBS 3-10=-735/143,4-10=-39/955,4-8=-39/955,
5-8=-735/143
NOTES
1) Wind:ASCE 7-16;Vult=115mph(3-second gust)
Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat. 0F N IS
11;Exp B;Enclosed;MWFRS(envelope)exterior zone O
and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to Q`�5 M .EAp�Tq
9-0-0,Exterior(2R)9-0-0 to 15-0-0,Interior(1)15-0-0 to
22-0-0,Exterior(2E)22-0-0 to 25-0-0 zone;cantilever * g 2
left and right exposed;end vertical left and right �� O
exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip C) i� I LU
DOL=1.60 L
2) TCLL:ASCE 7-16;Pg=50.0 psf;Pf=38.5 psf-(Lum
DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; N�. 70.1-3
Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 ,p
3) Unbalanced snow loads have been considered for this FQNP
design. ESSI
09/15/2022
This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
Ml
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(SCSI)
for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute.
Job Truss Truss Type City Ply Jon Sweet
22082017J T01GE COMMON 2 1 Job Reference(optional)
UFP Site Built,LLC,UFP BE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MITek Industries,Inc.Wed Aug 24 15:04:03 Page:1
ID:kP9FJA9tzl6MpJPZR7i41ey1GYd-yPBggGjR9W9CeczllTfxbncceHCvZJAtnszW gykcjR
-1i 00-OIO 12-00-00 I 24-00-00 29-00-90
1-00-0 12-00-00 12-00-00 1,00-0b
4x4=
8
7 9
34 35
713 6 10
_ 05 II 6 11
a 5 5
4 4 a a 12
3 3 3 13
2 2
2 1 1 14
o= 1 15
v
26 25 24 23 22 21 20 19 18 17 16
3x4= 5x6= 3x4=
24-00-00 _ I
Scale=1:52.2
Loading (psf) Spacing 2-00-00 CSI DEFL in (]cc) I/deft Ud PLATES GRIP
TCLL 38.5 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a n/a 999 MT20 197/144
(Ground Snow=50.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 14 n/a n/a
BCLL 0.0 Code IRC2018/TP12014 Matrix-MS
BCDL 10.0 Weight:108 lb FT=20%
LUMBER 4) Unbalanced snow loads have been considered for this
TOP CHORD 2x4 SPF No.2 design.
BOT CHORD 2x4 SPF No.2 5) This truss has been designed for greater of min roof live
OTHERS 2x4 SPF No.2 load of 16.0 psf or 2.00 times flat roof load of 38.5 psf on
BRACING overhangs non-concurrent with other live loads.
TOP CHORD Structural wood sheathing directly applied or 6) All plates are 2x4 MT20 unless otherwise indicated.
6-0-0 cc pudins. 7) Gable requires continuous bottom chord bearing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc 8) Gable studs spaced at 2-0-0 oc.
bracing. 9) This truss has been designed for a 10.0 psf bottom
REACTIONS All bearings 24-00-00. chord live load nonconcurrent with any other live loads.
(lb)-Max Hodz 2=-138(LC 10).27=-138(LC 10) 10)'This truss has been designed for a live load of 20.Opsf
Max Uplift All uplift 100(lb)or less at joint(s) on the bottom chord in all areas where a rectangle
2,16,17,18,19,20,22,23,24, 3-06-00 tall by 2-00-00 wide will fit between the bottom
25,26,27 chord and any other members.
Max Grav All reactions 250(lb)or less at joint 11)Provide mechanical connection(by others)of truss to
(sl reactions
do 21,25,b)except 2=262 bearing plate capable of withstanding 100 lb uplift at
(LC 18),14=262(LC except
pt= joint(s)2,22,23,24,25,26,20,19,18,17,16,2.
(LC 18),14=347(LC 18).20=365 12)This truss is designed in accordance with the 2018
(LC 20),22=365(LC 20),23=347 International Residential Code sections R502.11.1 and
(LC 19).24=290(LC 19),27=262 R802.10.2 and referenced standard ANSI/TPI 1.
(LC 18).31=262(LC 18) LOAD CASE(S) Standard
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250
(lb)or less except when shown.
WEBS 7-22=-324/52,6-23=-306/53,9-20=-324/51,
10-19=-306/54
NOTES
1) Wind:ASCE 7-16;Vult=115mph(3-second gust) OF NE(�/
Vasd=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.
II;Exp B;Enclosed;MWFRS(envelope)exterior zone Q. V ,CA'
and C-C Exterior(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to �CO
9-0-0,Exterior(2R)9-0-0 to 15-0-0,Interior(1)15-0-0 to
22-0-0,Exterior(2E)22-0-0 to 25-0-0 zone;cantilever
left and right exposed;end vertical left and right r-
exposed;C-C for members and forces&MWFRS for n W
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind(normal to the face), O 7p1356
see Standard Industry Gable End Details as applicable, '�j41 P�!
or consult qualified building designer as per ANSI/TPI 1.
��pz S)ON
3) TCLL:ASCE 7-16;Pg=50.0 psf;Pf=38.5 psf(Lum
DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; 09/15/2022
Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10
NOTICE
ALL CLAIMS REGARDING THIS DELIVERY MUST BE MADE WITHIN
48 HOURS AND VERIFIED BY UNIVERSAL FOREST PRODUCTS.
NO EXCEPTIONS
THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED)
RECEIVED BY:
THANK YOU FOR YOUR BUSINESS.
The sale and performance for the delivery referenced in the Bill of Lading are completed subject to the
Terms and Conditions of Sale available at www.ufpi.com/terms.htm.
DELIVERY RECEIPT PAGE 1
LTP New York, LLC
11 Falls Industrial Park Rd, Hudson, NY. 12534
Ph#:518-828-2888 Fax#:518-828-2368
DELIVERY DATE CUSTOMER PO# DRIVER T��NO. DROP NO.
09/27/22 2208-B38702
JOB # 22082017J
s Curtis Lbr-Ballston Spa-LMC JOB NAME:Jon Sweet LOT#
'
° 885 Rt. 67 DELIVERY INSTRUCTIONS:
T Ballston Spa, NY 12020-3645 Jon Sweet 518-791-1285
° (518)885-5352
5
H
P 18 Wilson Street SPECIAL INSTRUCTIONS:
o Queensbury, NY 12804
ITEMS
QTY ITEM TYPE SIZE LENGTH NOTES
FT-IN-16
1 Literature BCSI-131 Summary Sheet Commentary and Recommendations for Handling,
Installing&Bracing Metal Plate Connected Wood
Trusses
Order Number: B1WARN11x17 031125
1 Literature BCSI-133 Summary Sheet Permanent Restraint/Bracing of Chords& Web
Members
Order Number:B3WEB11X17 070209
1 I Literature I Truss Drawing Packet Stamp�d I Stamped Truss Drawings
ROOF TRUSSES
PROFILE JQTYJ PITCH O/A TYPE LUMBER I OVERHANG CANTILEVER
PLY I TOP I BOT SPAN ID I TOP I BOT I LEFT RIGHT LEFT RIGHT
COMMON
2 7.00 0.001 24-00-00 T01GE I 2 X 4 2 X 4 01-00-00 01-00-00
11 7.00 0.00 24-00-00 COMM01 2 X 4 2 X 4 01-00-00 101-00-00
* 2 2 0 8 2 0 1 7 J * MBABOL