AST-0442-2021 ` Office Use Only
ACCESSORY STRUCTURE Permit#: *Sj+ 0�A2-- 202I
Town ofQucensbury PERMIT APPLICATION permit Fee:$ g5_
742 Bay Road,Queensbury,NY 12804 Invoice#:
P:518-761-8256 www.gueensbury.net Flood Zone? " Reviewed By:
Project Location: 1172 State Route 9 U W.
D
JUN 09 2021
Tax Map.ID#: 288.20=1-20 Subdivision Name:
TOWN OF QUEENSBURY
PROJECT INFORMATION: BUILDING&CODAS
TYPE: ❑ Residential 12 Commercial, Proposed Use: Shade Structure
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 [A Other: Pergola
SQUARE FOOTAGE OF STRUCTURE:
1st floor: 432'
2nd floor:
Total square feet: 432'
Brief description of scope of project: Shade structure for Q-line. The new Adirondack Outlaw Ride.
Accessory Structure Application Revised January 2021
a
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$15;000.00
.2. Are there any structures not shown on the plot plan? ®YES ❑NO Explain: Located in the Great
Escape Theme Park
3. Are there any easements on the property? ❑ YES ® 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.
I If,for any reason,the building:permit application is withdrawn,30%of the fee is retained by the Town of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,100l0 of the fee is retained.
3:. Ifthework is not completed by the 1'year ekpirati:on date the permit may be renewed, subject to fees
and department approval.
4. 1 certifythat 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 1, 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:
SIGNATURE. DATE: ( 021
Accessory Structure Application Revised January 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• ' Applicant:
Name(s): Great Escape Theme Park, LLC (Rebecca Wood)
Mailing Address, C/S/Z: 1172 State Route 9, Lake George, NY 12845
Cell Phone: Land Line:518-792-3500
Email:
• Primary Owner(s):
Name(s):
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
E 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): Dean Hyatt
Contractor Trade: Work to be completed by Great Escape Theme Park
Mailing Address, C/S/Z: 1172 State Route 9, Lake George, NY 12845
Cell Phone: 518-955-0865 Land Line: 518-792-3500
,Email: dhyatt@sftp.com
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engi nee r(s):
Business Name:JARRETT Engineers, PLLC
Contact Name(s): Robert U. Holmes, P.E.
Mailing Address, C/S/Z: 12 East Washington St., Glens Falls, NY 128801
Cell Phone: 518-796-7381
Email: bholmes@jarrettengineers.com
Contact Person for any questions regarding this project: Dean Hyatt
Cell Phone: 518-955-0865 Land Line: 518-792-3500
Email: dhyaft@sftp.com
Accessory Structure Application Revised January 2021
PLEASE INCLUDE WITH YOUR SUBMITTAL:
1. Completed Accessory Structure permit application
THREE (3) COPIES OF THE FOLLOWING:
2. Structural drawings, which include:
a. Signed &sealed architect or engineer stamp; IF the cost of construction is over$20,000
b. Floor plan, if applicable
c. Foundation plan, if applicable
d. Cross sections, if applicable
e. Elevations, if applicable
f. Window& Door schedules, if applicable—printed on the drawings is acceptable
g. Calculation sheet for natural light,ventilation &emergency egress, if applicable—printed on the
drawings is acceptable
3. Plot plan, using a survey map if possible, which includes:
a. Drawn to scale (i.e. 1 inch = 30 feet)
b. Indicate proposed changes, with setbacks to property lines
c. Include all structures on the property
d. Include location of water supply (well or water lines)
e. Include location &configuration of septic system or sewer line
4. REScheck(residential projects) or COMcheck(commercial projects), signed and stamped, if applicable —
www.energycodes.gov
5. Workers' Comp insurance information for all contractors involved— REQUIRED, EVEN FOR SOLE
PROPRIETORS
ADDITIONAL IMPORTANT INFORMATION:
1. Any changes to the approved plans prior to or 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.
Accessory Structure Application Revised January 2021
Deck and Roof Design checklist
Is deck freestanding or attached
11KIL Footing .9/G,
r-j -Sono tubes sized for posts 44 8" 6x6 12"
Big foot or footing for roof load
Proper attachment to post and footing shown
I Proper flashing or waterproofing to structure shown
&J Attachment to structure shown on plans
Galvanized or stainless steel bolts shown NO ZINC COATED
Hex headed bolts NO CARRIAGE BOLTS
( Z Diagonal bracing shown for deck over 24"
Floor joists parallel to carrying beams
Deck post to beam attachment shown
rJ Over 30" requires handrail
/U ver 30" requires guards
/tver 30" requires guards @ 34" to 38" in height and handrails @ 34"-38"
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JARRETT Er{8ii7eers, PLLC Civil&Envlrnnurerrtal F.r ineeru,�g
Statement of Special Inspections
Date: June 17,2021
Project: JME#01-054.79 Adirondack Outlaw Shade Structure
Location: 1172 State Route 9,Town of Queensbury
Owner: The Great Escape—Six Flags
Structural Engineer of Record:
Jarrett Engineers,PLLC
12 E.Washington Street
Glens Falls,NY 12801
Drawing Set(s)Stamped by H.Thomas Jarrett,NYS Lic.No. 057509,dated June 17,2021.
Entitled: `Shade Structure"Adirondack Outlaw"The Great Escape',Rev B
During construction of the above referenced project,it is required that special inspections as outlined in Chapter 17
of the 2018 International Building Code(NYS Building Code 2020)are to be provided for by the owner.The
following work components will require special inspection with the identified special inspector entity:
Work Component Inspection Identified Special Inspector
Site/Soils/Foundations
Inspection of soil conditions(drawings and Periodic Jarrett Engineers,PLLC
eo-tech report)
Verification of soils(drawings and geo-tech Periodic Jarrett Engineers,PLLC
report)
Concrete
Placement of reinforcing steel Periodic Dente-Terracon
Concrete Mix Design Periodic Jarrett Engineers,PLLC
Concrete Materials Testing Periodic Dente-Terracon
Framin
Wood Construction/Structural Wood Periodic Jarrett Engineers,PLLC
Special Inspectors are to make periodic or continuous inspections during construction as identified in chart above or
on the design drawings to review the installed structural components of the proposed structure. Each Special
Inspector is to provide the Town of Queensbury a final report of special inspection documenting the appropriate
completion of each work component inspected.
If you have any questions or comments regarding the above please feel free to give me a call at(518)792-2907.
Sincerely,
JARRETT Engineers,PLW
Date: 2021 .06.17 09:50:10 -04'00'
Robert U.Holmes 11,P.E.
Project Manager
F.IDataFde12001 Project Fdes1Grt Esc Proj101-054 Great Escape Venues101-054.79 Oudmv Shade S1ntc6Work Docs101054.79 210614 Rev B Slab
ModificationISrce Files101054.79 210616 Shade Struct Statmnt Spec Inspct.docx
12 East Washington Street 518-792-2907
Glens Falls,NY 12801
1
F 0 R T E`Z JOB SUMMARY REPORT
01-054.79 Great Escape Shade Structure
Level
Member Name Results Current Solution Comments
Roof:Joist Passed 1 piece(s)2 x 6 SP No.2 @ 6"OC
Roof:Drop Beam Passed 2 piece(s)2 x.8 SP No.1
ForteWEB Software Operator Job Notes 6/17/2021 12:27:39 PM UTC
Robert Holmes
Jarrett Engineers,PLLC ForteWEB v3.2
(518)792-2907
bholmes@jarrettengineers.com Weyerhaeuser File Name: 01-054.79 Great Escape Shade Structure
Page 1/3
i
1 F0 R T E"CM MEMBER REPORT PASSED
Level,Roof:Joist
1 piece(s)2 x 6 SP No.2 @ 6"OC
Overall Length:12'
0 0
r r
L 12' 6
4
M ❑'-
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof
Member Reaction(Ibs) 45 @ 2" 1913(3.00") Passed(2%) -- 1.0 D(All Spans) Member Type:Joist
Shear(Ibs) 40 @ 8 1/2" 866 Passed(5%) 0.90 1.0 D(All Spans) Building Use:Commercial
Building Code:IBC 2018
Moment(Ft-Ibs) 128 @ 6' 652 Passed(20%) 0.90 1.0 D(All Spans) Design Methodology:Aso
Live Load Dell.(in) 0.000 @ 0 0.389 Passed(2L/999+) 1.0 D(All Spans) Member Pitch:0/12
Total Load Dell.(in) 0.107 @ 6' 0.583 Passed(L/999+) 1.0 D(All Spans)
•Deflection criteria:LL(11360)and TL(L/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.
Bearing Length Loads to Supports
(Ibs)
Supports Total Available Required Dead Total Accessories
1-Beam-SPF 3.00" 3.00" 1.50" 45 45 Blocking
2-Beam-SPF 3.00" 3.00" 1 1.50" 45 45 Blocking
•Blocking Panels are assumed to carry no bads applied directly above them and the full load Is applied to the member being designed,
Lateral Bracing Bracing Intervals Comments
Top Edge(Lu) 12'o/c
Bottom Edge(Lu) 12'o/c
-Maximum allowable bracing intervals based on applied load.
Dead
Vertical Load Location(Side) Spacing (0.90) comments
1-Uniform(PSF) 0 to 12' 6" 15.0 1 Default Load
Shear(Ibs) Moment(Ft-Ibs) Deflection(in)
Location Analysis Actual Allowed LDF Actual Allowed LDF Live Load Total- Comments
1-4" 43 866 0.90 7 652 0.90 0.000 0.005
2-6' 0 866 0.90 128 652 0.90 0.000 0.107
Weyerhaeuser Notes
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 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 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.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 Job Notes 6/17/2021 12:27:39 PM UTC
Robert Holmes
Jarrett Engineers,PLLC ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16
(hol)792-2907 File Name: 01-054.79 Great Escape Shade Structure
bholmes@jamettengineers.com Weyerhaeuser p
Page 2/3
�1FORTE'�
MEMBER REPORT PASSED
Level,Roof: Drop Beam
2 piece(s)2 x 8 SP No.1
Overall Length:9'
0 0
L 9' L
4
0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof
Member Reaction(Ibs) 430 @ 1 1/4" 4661(2.75") Passed(9%) -- 1.0 D(All Spans) Member Type:Drop Beam
Shear(Ibs) 350 @ SO" 2284 Passed(15%) 0.90 1.0 D(All Spans) Building Use:CommercialBuilding Code:IBC 2018
Moment(Ft-Ibs) 923 @ 4'6" 2464 Passed(37%) 0.90 1.0 D(All Spans) Design Methodology:Aso
Live Load Defl.(in) 0.000 @ 0 0.293 Passed(2L/999+) 1.0 D(All Spans) Member Pitch:0/12
Total Load Defl.(in) 0.084 @ 4'6" 0.440 Passed(L/999+) 1.0 D(All Spans)
•Deflection criteria:LL(1-1360)and TL(L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDs.
Bearing Length Loads to Supports
(Ibs)
Supports Total Available Required Dead Total Accessories
1-Column-SYP 2.75" 2.75" 1.50" 430 430 None
2-Column-SYP 2.75" 2.75" 1 1.50" 430 430 None
Lateral Bracing Bracing Intervals Comments
Top Edge(Lu) 9'o/c
Bottom Edge(Lu) 9'o/c
-Maximum allowable bracing Intervals based on applied load.
Dead
Vertical Loads Location(Side) Tributary Width (0.90) Comments
0-Self Weight(PLF) 0 to 9' N/A 5.5
1=Uniform(PSF) 0 to 9' 6' 15.0 1 Default Load
Shear(Ibs) Moment(Ft-Ibs) Deflection(in)
Location Analysis Actual Allowed LDF Actual Allowed LDF Live Load Total Comments
1-3" 406 2284_ 0.90 60 2464 0.90 0.000 0.004
2-4'6" 0 2284 0.90 923 2464 0.90 0.000 0.084
Weyerhaeuser Notes
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 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 ESR-1387
and/or tested In accordance with applicable ASiM 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 Job Notes 6/17/2021 12:27:39 PM UTC
Robert Holmes
Jarrett Engineers,PLLc - A ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16
(518)792-2907 File Name: 01-054.79 Great Escape Shade Structure
bholmes@jarrettengineers.com Weyerhaeuser p
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