2024-0133 Office Use Only
PRINCIPLE STRUCTURE
) PERMIT APPLICATI ON Permit#: 01�3
Permit Fee:$ Soo.
—
Town of Queensbury _ __,__— _--•-- . . -
742 Bay Road, Queensbury, NY 12804 \ i_ ` - • *Rec Fee: $f
P: 518-761-8256 www.queensbury.,n llt•, Invoice#t �1
MAR 19 °° xi i
Flood Zone? Y N Reviewed By:M
I
Project Location: 1172 US Route 9, Queensbury, NY 12804
Tax Map #: 288.20-1-20 Subdivision Name: N/A
*TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units:single family,duplexes/two-family,
multiple family, apartments, condominiums,townhouses, and/or manufactured & modular homes, but not mobile
homes. This is in addition to the permit fee(s).
PROJECT INFORMATION:
Shade Structure for Bobcat queue line to
Residential X Commercial, Proposed Use: be added to the new Bobcat Roller coaster ride.
Single-Family: Two-Family Multi-Family (#of units: )
1. Custom
2. _Modular(REQUIRED: NYS stamped engineered drawings of foundation plans)
Townhouse Garage (#of cars ) Business Office
Retail Hotel/Motel Industrial
Heated Warehouse/Storage Building Unheated Warehouse/Storage Building
Amusement Ride Other (describe: )
MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE:
1ST floor:
20'x 60' = 1,200 Si 1ST floor:
2nd floor:
2nd floor:
3rd floor: Total square feet:
Basement(habitable space):
Total square feet: 20'x 60' = 1,200 sf
Principle Structure Packet Revised March 2022
f
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 40.000
2. Proposed use of the building:
3. If Commercial or Industrial, indicate the name of the business:
4. Source of Heat: Gas Oil Propane Solar Other:
(Fireplaces need a separate Fuel Burning Appliances&Chimney Application,one perappliance)
5. Are there any structures not shown on the plot plan? x YES NO Explain, if yes:See Cover Page
Project associated with the Bobcat
Roller Coaster Development
6. Are there any easements on the property? YES x NO
7. SITE INFORMATION:
a. What is the dimensions or acreage of the parcel?
b. is this a corner lot? YES x NO
c.Will the grade be changed as a result of the construction? x YES NO (Grade at Modifications
D elopions as part of the
ment)
d.What is the water source? PUBLIC PRIVATE WELL '
e. What type of wastewater system is on the parcel? SEWER PRIVATE SEPTIC
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. I certify that the application, plans and supporting materials are a true and 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.
4. I acknowledge that prior to occupying the facilities proposed I,or my agents,will obtain a certificate of
occupancy.
5. I also understand that I/we are required to provide an as-built survey by a NYS licensed land surveyor of all
newly constructed facilities prior to issuance of certificate of occupancy.
I have read and agree to the ab .
I
f-J00-U_ON PRINT NAME'`
MCC
� f
SIGNATURE. DATE: 5) / Z4
Principle Structure Packet Revised March 2022
- CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Great Escape Theme Park, LLC (Rebecca Wood, President) Staff Contact: Dean Hyatt, Facilities Manager
Mailing Address, C/S/Z: PO Box 543185, Dallas, TX 75357
Cell Phone: ( ) Land Line: 1518 ) 792-3500
Email: rwood@sftp.com
• Primary Owner(s):
Name(s): Great Escape Theme Park, LLC (Rebecca Wood, President) Staff Contact: Dean Hyatt, Facilities Manager
Mailing Address, C/S/Z: PO Box 543185, Dallas, TX 75357
Cell Phone: ) Land Line: ( 518 ) 792-3500
Email: rwood@sftp.com
® Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contact Name(s): Dean Hyatt
Contractor Trade: All proposed work to be completed by Great Escape Theme Park staff
Mailing Address, C/S/Z: 1172 State Route 9, Queensbury, NY 12804
Cell Phone: ( 518 ) 812-9345 Land Line: ( 518 ) 792-3500 ext. 3319
Email: dhyattPsftp.com
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s):
Business Name: RU HOLMES Engineers, PLLC
Contact Name(s): Robert U Holmes II, P.E.
Mailing Address, C/S/Z: 12 East Washington Street, Glens Falls, NY 12801
Cell Phone: ( ) Land Line: ( 518 ) 792-2907
Email: bholmesruhengineers.com
Contact Person for Compliance in regards to this project: Dean Hyatt
Cell Phone: ( 518 ) 812-9345 Land Line: ( 518 ) 792-3500 ext. 3319
Email: dhyatt@sftp.com
Addition/Alteration Application Revised June 2022
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ASCE ASCE Hazards Report
AMERICAN SOCIE1YOF CAL ENGINEERS
Address: Standard: ASCE/SEI 7-10 Latitude: 43.3509
No Address at This Location Risk Category: II Longitude: -73.687809
Soil Class: D-Stiff Soil Elevation: 429.69337096147353 ft
(NAVD 88)
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https://ascehazardtool.orq/ Page 1 of 3 Tue Mar 19 2024
ASCE°
AMERICAN SOCIETY OF CIVIL ENGINET RS
Seismic
Site Soil Class: D-Stiff Soil
Results:
SS : 0.236 Sol : 0.131
Si : 0.082 IL : 6
Fa : 1.6 PGA : 0.12
F„ : 2.4 PGA M : 0.187
SMS : 0.378 FPGA : 1.56
SM, : 0.196 le : 1
SDS : 0.252
ILA� ppnse Spectrum - Design Response Spectrum
Ssis is Design '73 — p - - 0.30-
0.35— —4 0.25
b-t
0.30._.
0.25
j
. I _
0.15 0.10
1 0.05 ' : -r --
Sa(g)vs T(s) 4 5 S u ' ' _ ; 0 1 Sa(g)vs T(s) 4 5 6 7
Data Accessed: Tue Mar 19 2024
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31,
2013, and ASCE/SEI 7-10 Table 1.5-2.Additional data for site-specific ground motion procedures in
accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS.
https://ascehazardtool.orq/ Page 2 of 3 Tue Mar 19 2024
ASCE
AMERICAN SOCIETYOECMI ENGINEERS
The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided as is"and without warranties of any
kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or
has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable
sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or
quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation,
relationship,or sponsorship of such third-party content by or from ASCE.
ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent
professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE standard.
In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors,
employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential
damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by
law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE Hazard Tool.
https://ascehazardtool.orq/ Page 3 of 3 Tue Mar 19 2024
r Simpson Strong-Tie®Wood Construction Connectors SIMPSON
MPBZTM Strong-Tie
Moment Post Base (cont.)
•These products are available with additional corrosion protection.For more information,see p.16.
Concrete . 'Wood Assembly '
Dimensions Allowable Loads ", DF/SP Allowable Loads N
• Rotational Q.
Model Nominal (in.) Strong Drive® Moment M - . Moment Stiffness Code 03
No. Column SDS Screws Uplift Lateral F1 (ft.Ih-) m.Ib./ Ref.
Size Download Download M
WO/ ' (100) (160) (ft.-Ib.), rad.) C
Wp D H Uncracked Cracked Uncracked Cracked Uncracked Cracked (160) CO
. VI
u., - Nonreinforced C -
oncrete to
.,3:- ._L Wmd and Seismic,Design Category A&B .;y''',�.;:_ n , ' -- _:. : ,' r- co
11) MPB44Z 4x4 39/e 7% 7% (16)1A"x 2IA" 4,900 3,820 1,750 1,225 1,350 945 6,240 6,410 1,520 1,245,000
II MPB66Z 6x6 59Ae 7% 7% (24)IA"x 21/2" 5,815 5,815 3,435 2,405 2,680 1,875 9,360 .10,855 .'3,730 2,405,000 IBC
FL,LA
a MPB88Z 8x8 79Ae 714 71/4 (36)1/4"x 3" 11,860 9,315 7,200 5,560 4,160 2,910 15,120 17,690 4,560 5,515,000
F' - .;Seismic`Desi ti`Cate o C=.F� .- =c'i -
1111 MPB44Z 4x4 39A6 7% 71/a (16)'A"x 2W 4,785 3,350 1,535 1,075 1,180 830 6,240 6,410 1,520 1,245,000
MPB66Z '6x6 59%6 7% 7% (24)1/4"x 2W 5,815" 5,815 " 3,015: 2,110 2;055 1,645 9,360. 10,855 3;730 2,405,000 IBC
FL,LA
gre MPB88Z 8x8 7456 71/4 71A (36)1/4'x 3" 10,155 8,165 6,965 4,875 3,470 2,550 15,120 17,690 4,560 5,515,000
. "Reinforced Concrete -
:s
g-.:
`.Wind antl`Seisrnic De -
III MPB44Z 4x4 3%e 7% 7% (16)IA"x 21/2" 4,900 3,820 1,750 1,225 1,520 1,520 6,240 6,410 1,520 1,245,000
In MPB66Z • 6x6 5% 7% 7% (24)1A"x 21/2". 5,815 5,815 3,436" 2,405 3,730 3,190, 9,360. 10,855 3,730 2,405,000 IBC
FL,LA
MPB88Z 8x8 794e 7% 7% (36)1A"x 3" 11,860 9,315 7,200 5,560 4,560 4,560 15,120 17,690 4,560 5,515,000
`,Seismic'Desi'n Category,C-F° ;: .';," `-,'" -_ .. _.
111 MPB44Z 4x4 33 e 7% 7% (16)IA"x 21/2" 4,785 3,350 1,535 1,075 1,520 1,520 6,240 6,410 1,520 1;245,000
MPB66Z 6x6 591e 7% 7% (24)1/4'"x 21/2" 5,815 5,815 3,015 • 2,110 3,350 2,795 9,360 10,855 3,730 2,405,000 IBC
FL,LA
MPB88Z 8x8 7% 7% 7% (36)1A"x 3" 10,155 8,165 6,965 4,875 4,560 4,560 15,120 17,690 4,560 5,515,000
1. Loads may not be increased for duration of load.
2. Higher download can be achieved by solidly packing grout in the 1"standoff area before installation of the post.Allowable download shall be based
on either the wood post design or the concrete design calculated per code.
3. Concrete shall have a minimum compressive strength of f'c=2,500 psi.
4. Tabulated rotational stiffness accounts for the rotation of the base assembly attributable to deflection of the connector,fastener slip,and post deformation.
Designer must account for additional deflection attributable to bending of the post.
5. Multiply seismic and wind ASD uplift and lateral load values by 1.43 or 1.67,respectively,to obtain LRFD capacities.
6. In accordance with IBC,Section 1613.1,detached one-and two-family dwellings in Seismic Design Category(SDC)C may use"Wind and SDC A&B"
ci allowable loads.
z
} 7. Foundation dimensions are for anchorage only.Foundation design(size and reinforcement)by designer.
a 8. Allowable load shall be the lesser of the wood assembly or concrete allowable load.
a.
9. For loading simultaneously in more than one direction,the allowable load must be evaluated using the following equation:(Design Uplift/Allowable Uplift,
O or Design Download/Allowable Download)+(Design Moment/Allowable Moment)+(Design Lateral/Allowable Lateral)s 1.0.
w 10.To account for shrinkage up to 3%,multiply rotational stiffness by 0.75.Reduction may be linearly interpolated for shrinkage less than 3%.
~ 11.Tabulated load values may be used for rough sawn lumber or larger size posts without reduction factors.Rough-size and larger-size posts shall be
o planed uniformly on all four sides such that centerline of post is concentric with the center line of MPBZ.
rs
I-
o SECTION C
a Qpost,MPB88Z 8 3'extension at tie hook
2 and concrete block I C (%z°min.clear from MPBZ)
c
o 8x
CV
pastt 8 - _ -- . Y 24 horizontal
6'min. - ties st 3'spacing
N 1°stand off sidecover(typ.) r (square and
� )�' diamond
H�,i 2°typ. :2T
ion t� A shaped ties)ook �(i ''�������ear , �11 : "' (4)#5 vertical
BZ) _� II ll; rebar at
MI .r"'� ? - � midpoints
• (min.)
-+. (4)�5 vertical
I `lj Standard hooks �i� rebar at corners
Concrete per ACI 318(typ,) at 16'out to out
cover per w m' H g"' Footing unless noted
ACI-318 b b ' by otherwise
unless . • designer 20°square Concrete cover
noted :•. - ' I (min.) per ACl-318(typ.)
otherwise •- : b•• b- •b t unless noted
i Footing by designer 'i otherwise
Concrete cover per ACI-318
unless noted otherwise MPB88Z
Reinforced Concrete Footing
Footing(size and reinforcement)by designer.Standard hook
geometry in accordance with ACI 318 unless noted otherwise.
83
Simpson Strong-Tie®Wood Construction Connectors I SIMPSON -,
MPBZTM - 1 StrongTie '
Moment Post Base
The patent-pending MPBZ is M
�
specifically designed to provide Wi-^--W2� M ► Fi
moment resistance for columns or -4
Q posts.An innovative overlapping _. .,,, 0 F1
cC sleeve design encapsulates the post, �.. • I ° �►
U helping to resist rotation around I •- • -> °i I= ° N
m . 4"min.sidecover 4"min.sidecover
its base.It is available for 4x4, 0 I Ft for MPB44Z for MPB44Z
03 6x6 and 8x8 posts.The MPBZ is _ 0 0 I ` ° 5"min.sidecover �=e 5'min,sidecover
o,
cn ideal for outdoor structures,such o • C.- I° �° for MPB66Z for MPB66Z
N as carports,fences and decks. 6 • 8.,°- 6"min.sidecover 6°min.sidecover
0.r B
m Built-in stand-off tabs provide the :: @ I j I` far MP888Z` •e c for MPB88Z
required 1"stand-off to resist decay II • I �_
N ,�. .1:,•.•,
of the post while eliminating multiple I • I _,.I •
-
parts and assembly.Additionally,the 9=•,r;,;:-{:,-.:;t
MPBZ is available in ZMAX®as the y q.k i .
1 1% •s I.
.
standard finish to meet exposure • I
I . p,' I;- $.
i
. "-_✓
conditions in manyenvironments. / :Sf'
For 10"stemwalls or round 5 min. ° '
footings,see engineering letters, cover
L-C-10MPBZ and L-C-MPBZ at f!
strongtie.com. MPB88Z Typical MPB66Z
(MPB44Z,MPB66Z similar) Nonreinforced Installation
Features: US Patent 11,072,940 (others similar)
• Internal top-of-concrete tabs
• 1"standoff tabs .
• Additional holes provided to Q post,MPB44Z post,MPB66Z
attach trim material andconcrete block A and concrete block B, B
• Weep hole provided for 4x4 6x6 8 '
water drainage - post �` v post '�' v
4'min. 5'min.
1°stand off I sidecover(typ.) 1'stand off sidecover(typ.)
Material:12 gauge !I
r2'typ• � n
;-2'typ.
Finish:ZMAX coating `-- r n is ! � .
a '.-li%c:. • •. t
Installation: TA' tf4" ;.t 3' 115�, 7+W'1W 3•
� ' tea" 11W
• Use all specified fasteners; flit). =.' (min.) ryp• ; .. m
(min.)
see General Notes.
I
• Install MPBZ before concrete Concrete --- ---•"-• t Concrete T. q z I
cover per a . ' 1 s'.•.. Footing cover per • % 0'• Footing r
is placed using embedment ACI-318 : ._° . ' •• i : •
unless , designer Runless b"
level indicators and form board b, unless d designer
2
noted II noted v �
attachment holes, otherwise o.• e- : e- i otherwise s.• U
} } U
uj
• Placepost on tabs 1"above Concrete cover per ACI-318 J Concrete cover per ACI-318 J P
unless noted otherwise unless noted otherwise :0
top of concrete. 0
• Install Strong-Drive®SDS SECTION A SECTION B cni-
Heavy-Duty Connector screws, 1 S4'extension at tie hook 3'extension at tie hook p
('h'clear from MPBZ) (W clear from MPBZ) a
which are supplied with the 2
MPBZ, La screws will not 2y� J4 horizontal ties Zy�. _ •t100
3gextension rk !
N. :� -
• Concrete level inside the part (W clear 1 y� ( 'clear must not exceed'/a"above MPBZ) — ; ' � �Q (4 #4verticat MPBZ !; ' A re sratertical N
re ar at re ar at �j
embedment line to allow for I midpoints midpoints cj
itilttita �i _
water drainage. I standard ���_ _ (4)#4 vertical standard l�'�°�t fear at o ners
hooks per I rebar at corners hooks per
• Annual inspection of connectors j ACI 318 at 8'out to out ACI
(y318 �' 1M at 12°out to out
used in outdoor application is i unless 12'square -.—Concrete cover unless 16'square Concrete cover
advised. If significant corrosion noted (min.) perACInote(lyp.) noted (min.) perACInote(bjp.)
unless noted unless noted
is apparent or suspected, j otherwise Footing by designer otherwise otherwise Footing by designer otherwise
then the wood,fasteners and
connectors should be evaluated I MPB44Z MPB66Z
by a qualified engineer or Reinforced Concrete Footing Reinforced Concrete Footing
inspector. Footing(size and reinforcement)by designer. Footing(size and reinforcement)by designer.
Standard hook geometry in accordance Standard hook geometry in accordance
Codes:See p.13 for Code with ACI 318 unless noted otherwise. with ACI 318 unless noted otherwise.
Reference Key Chart •
These reinforced MPBZ details are available on strongtie.com/mpbz.
32