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2024-0184 A.• Office Use Only PRINCIPLE STRUCTURE ' ) PERMIT APPLICATI ON Permit#: 20221-- Ol Permit Fee:$ Town.of Qeenshu 742 Bay Road, Queensbury, NY 12804 *Rec Fee:$ �C' ?V P: 518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y 01 Reviewed By:'UPS Project Location: 1172 US Route 9, Queensbury, NY 12804 Tax Map #: 288.20-1-20 Subdivision Name: N/A *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units: single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manufactured &modular homes, but not mobile homes.This is in addition to the permit fee(s). PROJECT INFORMATION: Construction of a retail shop at the Residential X Commercial, Proposed Use: IWavepool Single-Family: Two-Family Multi-Family(#of units: ) 1. Custom 2. Modular(REQUIRED: NYS stamped engineered drawings of foundation plans) Townhouse Garage (#of cars ) Business Office Retail Hotel/Motel Industrial Heated Warehouse/Storage Building Unheated Warehouse/Storage Building Amusement Ride Other(describe: 1ra _ l _ ►� MAIN STRUCTURE SQUARE FOOTAGE: GARA/GE)ISQUARE OF OTAGE f sr ILitraY I 202�} I l 14' x 24' = 336 sf 1 floor: TO 1ST floor: if Liviv or: ��_� 2'floor: SUii nr,,,.�, . IVti�fi�,tray 2'd floor: "`'`DPS 3rd floor: Total square feet: Basement(habitable space): __ Total square feet: 14' x 24' = 336 sf Principle Structure Packet Revised March 2022 1 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ Ansmn 2. Proposed use of the building: retail sales 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: Gas Oil Propane Solar . Other: N/A (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 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? YES X NO d. What is the water source? X PUBLIC PRIVATE WELL e. What type of wastewater system is on the parcel? X 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 inconformance 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. !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 above: PRINT NAME: e-ebe0oja MWG SIGNATURE:` 33O-Y0 DATE: °I+1 II.Ott Principle Structure Packet Revised March 2022 p 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: ( 518 ) 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: dhyattAsftp.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: bholmesna.ruhengineers.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 1 . ®■ _■■■■■■■■ Calculations appropriate for 1----i _ _ _ to 4 el tl'I Wavepool Retail 4/17/2024 ■ (-c Limmunii I1EiiIIUUàqjgr 1 g. diiPi1E¼%ii. 1111111 ■■■ 11111111111111111111111111111111=1111111 Dimensions of ■ NM Wavepool Retail kl ■MM P. �X: smaller than 'lII �■ Bobcat Retail M MIMI ilifti la 11E11 ME■ 14'x24' instead of 11111111111111MEREL ni ad'' i 1 16'x30' f ini - - N ummumum 1 , , Al , 1,5 xs, ----- . ,25 ' 21111111 111111111111111111111 IMINMIIMIIipIIM'v,: . B■ ■■■ JPIIIIF I . 1 I f ■■■■ 1 MtE _ 2 I III M ,. 1-4164'ik, III L D . — 6 :,i 1C — 6 :. ri*I7liT00:441' diem /I k 46 1_ .Lid' b _ j : 02. . •A r _ IMII r4. I i EllTPc----° '4 0.` ,0 ' 4 VILII10_,W! ) _ Pc.o c®-'_ �' ■■■■ T _ ____ __ 4,4414' OIL ,,, *BM 4:7- -__ �_ -. n 1 MEM I I _ - : �II 288.20-1-20 2024-0184 "_ . - Great Escape Theme Park _ _ -- ( i 1172 State Route 9 ?1:?, ' i= ,\ > i,- 1 • I i 1 Wavepool retail store 336 s.f. --- 111 1 • • If i _ , n MMIlia_i_211:MI .,L■■■■ El NM mimminrame , MINEMIKI ,,_ j : :'.3711111111.11111.11111111111 miff' IN ■■■ - Amin■■■■■6s_ - ,t IT ffl- IM .x 1 , ■ J einammnums EN ■ `■■■■ I aim imminsmum . -T eimpAmwarni, ■■ ■■■■ ■ ■■■ ■■■ _ ■ : i 11111111191111111E1111111111111111111111111 LIL... EMINIANNIMMENI E■EJ. r ■■■ .Emma&, ■■■■■■■N • 111111,11:41AVAIIIIII111111111111111111111•111111111111111111 ■ 7° i■■■■ e , x a0 . 7!■■■■ . _. ■t 0:�� OMEN ■ O■■■■ ■ r ■■■ONO■■■ ■■0■ ■■ • fmnweinua, Nomiumilinumis . 1 ummumimutemormissommum - immommosismurniensim , mutinimaiu : . ■ ■■■ ■ ■ ■■ . ■ ONO■ m O N■ • ! ■■■■■ U R a.... illlIELWIGII■ k ' ■■■■■■■ I t - 112=1EIIM11. EMMEN ■■N■E■■ ■ O ■, P .. -,, 1_ a■■■• - : , i _ ,, . aa■■■■■■■■ . 'i. (:•-•: ( ,si -,,. • MM. , 01P -i I• 'WAIL, MMOO i • _ MIMI • . I- ! ' 1 MIIMINIMMINIE - ?- Ilk ,_:: - .. _ . .. NIIIIIIIIMMMIIIIII .' 1 -7- - - i ri".:-' -.. - '''' ' IBM11111111111111111111 ; ■■■■A■ ■ - . ■■ N ■■ v _ ,f � ■■■■■�■. ,, c; . ■■■Na M■ ■ EMI II1 I1I 1 I1 , 11 1 1 11111 II III 11111- i iirt � . ■■■■■■■IIIII ■■ ■■■■■ ILE 1 F. a ., ,: _ ', 2 fflo 0 ,.4:. r..i 11 ®.;. A ■■■■■ • Zile z-Bt�� eeIS;ri.140 -� ty' ■ NE imm • a • . ,: . . soup ammonimmim ) G foWEI _ a e,:_ J ■■ F.' f.-Ir '. AIIIIMIMIIIIIIIIIIMIIIMII iIEi ■ ■ 11111111Riiii _ . 11111111 ) EMI= _ ■ ■I �■ III ■ ■■■ -- _I . 3C, lb 1 . - . : REMIIIMME ' tall. _ ■■■ T -.! _A . 3 NEI ._ ■■■ I .. ■■■ ■ _ - . }., - 111111111111111111111 @1 90.5,.�; _ =MR■■IRE s 11111111111111111111 ' il - ffi. ' . . IIIIIIIIIIL" muss■■■■ . 111111111111111111111 ■■ 1111111111111. 111111111111111111111 um ■ ■■■ CE CALC.coM Calculations appropriate for Dimensions of il:i CIVIL ENGINEERING en:: CALCULATIONS Wavepool Retail 4/17/2024 Wavepool Retail smaller than Bobcat Retail 14'x24' instead of 16'x3O' Calculate Required Thickness For Wall Load At Free Edge: Calculation: 01-054.88 Bobcat Retail Designer/Checker: B. Holmes Input: O Metric Units ++� Wall Concrete compressive strength 4000 (fc-psi or kPa) M ulus of subgrade) reaction (k to>=t 25h 1 h ipci MPa/m ova 50 ettY3 tvIkk„t 3 Min Wall load on slab (P-pif or NIm) 651 1.5W,1.0'Min. Theet4c :44 Wall-Edge of Slab Output: te= ((19000(fc^0.5)(P/9.93(fc^0.5))^4)/k)^0.2 te= 7.74 in .5 44,1„, I.e' I 140 h tetated CECALC.com LLC-Copyright 2010-2024-All rights reserved. CE CALC.coM mime CIVIL ENGINEERING amino mese CALCULATIONS Calculate Column Stability Factor for Wood Column: Calculation: 01-054.88 Bobcat Retail Designer/Checker: B. Holmes Input: O Metric Units (Note:All input Metric units are converted to English units for the equations below and then the output English units are converted back to Metric) AWC 2012 NDS Manual For Wood Construction 3.7-1, Column Stability Factor. The following is for calculating the column stability factor for a wood column square or round. (DASD O LRFD OO c= 0.8 for O c=0.85 for 0 c= 0.90 for structural glued laminate or composite sawn lumber round pole or pile Reference design value for 1150 compression (Fc-psi or kPa) Minimum Modulus of Elasticity(Emin 1400000 -psi or kPa) Effective length of the column (le-in 108 or cm) Dimension of the face of the column 5.5 (d-in or cm) Load duration factor(Cd-forASD 1.00 only) Wet service factor(Cm) 1.00 Temperature factor(Ct) 1.00 Incising factor(Ci) 1.00 Size factor(Cf) 1.00 Buckling stiffness factor(CT) 1.00 Time effect factor(TEF-for LRFD 1.00 only) Output: For ASD the adjusted values: Fc'= FcCdCmCtCiCf and Emin'= EminCmCtCiCT For LRFD the adjusted values: Fc' = FcCmCtCiCf(0.90)(2.4)(TEF) and Emin'=EminCmCtCiCT(0.85)(1.76) Note: For unincised axially loaded members used in a normal building environment,the adjusted design values reduce to: CEe.. CALC.coM epe �ee., CIVIL ENGINEERING :::: CALCULATIONS Calculate Compression Strength for Wood: Calculation: 01-054.88 Bobcat Retail Designer/Checker: B. Holmes • Input: O Metric Units (Note:All input Metric units are converted to English units for the equations below and then the output English units are converted back to Metric) AWC 2012 ASD-LRFD Manual For Engineered Wood Construction M3.6, Compression Parallel to the Grain: The following is for calculating the adjusted compression capacity of wood member. (DASD O LRFD Reference design value for compression parallel to grain 1150 (Fc-psi or kPa) Cross section area of member(A-sq in or sq mm) 8.25 Load duration factor(Cd-for ASD only) .9 Wet service factor(Cm) 1.00 Temperature factor(Ct) 1.00 Incising factor(Ci) .8 Size factor(Cf) 1.15 Column stability factor(Cp) .903 Time effect factor(TEF-for LRFD only) 1.00 Output: For ASD the adjusted compression capacity, P'=AFcCdCmCtCiCfCp For LRFD the adjusted compression capacity, P'=AFcCmCtCiCfCp(0.90)(2.40)(TEF) Note: For unincised axially loaded members used in a normal building environment, the adjusted design values reduce to: For ASD adjusted compression capacity, P'=AFcCdCfCp; all other factors default to 1.00. For LRFD adjusted compression capacity, P'=AFcCfCp(0.90)(2.40)(TEF); all other factors default to 1.00. 7,093:652 Ibs Adjusted compression capacity, P'= iJ 1-U K I t W t t3 MEMBER REPORT PASSED Roll up door header,Wall: Header 3 piece(s)1 3/4"x 16"2.0E Microllam®LVL Overall Length:20'9" + + 0 0 I - L,� 20 0 ❑2 Drawing is Conceptual.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) • Member Length:20'9" Member Reaction(Ibs) 7958 @ 3" 17128(4.50') Passed(46%) -- 1.0 D+0.75 L+0.75 S(All Spans) System:Wall Member Type:Header Shear(Ibs) 6648 @ 1'8 1/2" 18354 Passed(36%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Commercial Moment(Ft-Ibs) 39318 @ 10'4 1/2" 53672 Passed(73%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 Live Load Defl.(in) 0.670 @ 10'4 1/2" 0.675 Passed(L/363) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.864 @ 10'4 1/2" 1.013 Passed(L/281) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Lengtlt .: Loads to Su' Ibs Supports Total Available Required Dead Floor Live„ Roof Live Snow . Factored, Accessories ' ' ' 1-Trimmer-SPF 4.50" 4.50" 2.09" 1785 3873 1937 4358 7958 None 2-Trimmer-SPF 4.50" 4.50" 2.09" 1785 3873 1937 4358 7958 None Lateral,Bracing • Bradrig Intervals Comments Top Edge(Lu) 7'11"o/c Bottom Edge(Lu) 20'9"o/c •Maximum allowable bracing intervals based on applied load. -- -Dead Floor Live `Roof Live Snow, - Vertical Loads... Location. • Width 1. 0-Self Weight(PLF) 0 to 20'9" N/A 24.5 - -- - 1-Uniform(PSF) 0 to 20'9" 9'4" 15.8 40.0 , 20.0 45.0 Default Load . • Shear(Ibs) . Moment(Ft-Ibs)'. Deflection(in)- `: .. - Location Analysis : Actual Allowed LDF Actual Allowed, LDF t_. `.Live Load Total Comments 1-5" 7639 18354 1.15 1284 53672 1.15 0.018 0.023 2-10' 288 18354 1.15 39265 53672 1.15 0.669 0.862 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 - 3/25/2024 8:10:48 PM UTC Robert Holmes Jarrett Engineers,PLLC ForteWEB v3.7,Engine:V8.4.0.40,Data:V8.1.5.0 (518)792-2907 File Name: O1 054.88 Bobcat Retail bholmes@jarrettengineers.com Weyerhaeuser Panp 1 / 1 ASCE ASCE Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-10 Latitude: 43.350732 1172 State Route 9 Risk Category: II Longitude: -73.691988 Queensbury, New York Soil Class: D Stiff Soil Elevation: 409.965628378086 ft(NAVD 12804 88) romilra1 NM r -i, mow,`�, Weir,:.., sir ,r = .:=' re. 74- 4= ' . Jy 'k J 4 C ti'" . -' .• ,..,.N., , ..., .....„.. ..; .,,, ,,:-.A.,„,N, ,,,..--,,, 0 ;;V::Fiiiiit,',w!.---77 X . IP • ti �} 4 1 D =; = kii, --: . . . . - 1. t • _ :'t-' a Wind Results: Wind Speed 115 Vmph 10-year MRI 76 Vmph 25-year MRI 84 Vmph 50-year MRI 90 Vmph 100-year MRI 96 Vmph Data Source: ASCE/SEI 7-10, Fig. 26.5-1A and Figs. CC-1—CC-4, and Section 26.5.2, Date Accessed: inear r iec mr,pta of March 12, 2014 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI =700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-10 Section 26.2. https://ascehazardtool.orq/ Page 1 of 6 Tue Mar 26 2024 AXE. AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D-Stiff Soil Results: Ss : 0.237 So, : 0.131 Si : 0.082 TL : 6 Fa : 1.6 PGA: 0.12 Fv : 2.4 PGA M : 0.187 SMS : 0.379 FPGA : 1.56 SM, : 0.196 IQ : 1 SDS : 0.252 Seis is Design Spectrum 0.30 Design Response Spectrum 0.35 —� 0.25 0.30 I 4 - `1. .• 0.20 0.25 ; t. T: • 0.20 "MaD_15 0.15 0.10 ` ' ':I. '!'.:... 0.05 ..___J 0 1 Sa(g)VS T(s)34 5 6 7 D 1 Sa(g)vs T(s) 4 5 6 7 Data Accessed: Tue Mar 26 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 6 Tue Mar 26 2024 ASCE. AMERICAN SOCIETY OF CM!.ENGINEERS Ice Results: Ice Thickness: 0.75 in. Concurrent Temperature: 5 F Gust Speed 40 mph Data Source: Standard ASCE/SEI 7-10, Figs. 10-2 through 10-8 Date Accessed: Tue Mar 26 2024 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Snow Results: • 2 Ground Snow Load, pg: 50 lb/ft Mapped Elevation: 410.0 ft Data Source: ASCE/SEI 7-10, Fig. 7-1. Date Accessed: Tue Mar 26 2024 Values provided are ground snow loads. In areas designated "case study required,"extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported 'elevation'and 'mapped elevation' differ significantly from each other. https://ascehazardtool.orq/ Page 3 of 6 Tue Mar 26 2024 ASCE. AMERICAN SOCIETY OF CML ENGINEERS Rain Results: 15-minute Precipitation Intensity: 5.48 in./h 60-minute Precipitation Intensity: 2.36 in./h Data Source: NOAA National Weather Service, Precipitation Frequency Data Server,Atlas 14 (https://www.nws.noaa.gov/oh/hdsc/) Date Accessed: Tue Mar 26 2024 https://ascehazardtool.orq/ Page 4 of 6 Tue Mar 26 2024 ASCE' AMERICAN SOCIETY OF CML ENGINEERS Flood Results: Flood Zone Categorization: Some areas are not in the National Flood Hazard Layer. Consult the Authority Having Jurisdiction. Base Flood Elevation: Refer to map for local elevations and interpolate according to the Authority Having Jurisdiction. Data Source: FEMA National Flood Hazard Layer- Effective Flood Hazard Layer for US, where modernized (https://msc.fema.ciov/portal/search) Date Accessed: Tue Mar 26 2024 FIRM Panel: If available, download FIRM panel here Insurance Study Note: Download FEMA Flood Insurance Study for this area here j _ _ u 4 d \it; ''.1;" - . P\....r.;. ' -S,.. , -.,,.4 , ..,---.:-.:' ,L.1 :...1-,.... ..4,„.5 4 c,.,,,, ,. __, .,,,,. .. ,...,, .;.,•,,,- ..,t,...- .,-.., 11,5:-.4 Isit - ,. ., .:„,„ -.::::,_4 _A:7„,‘:•1",A---i.„,:: --Ac.:;,i,j4k0 -km'r l4 ram'}` s �'5- 4 ,,, 1 V� https://ascehazardtool.oro/ Page 5 of 6 Tue Mar 26 2024 ASCE AMERICAN SOCIETY OF MIL 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.org/ Page 6 of 6 Tue Mar 26 2024 Asa. ASCE Hazards Report AMERICAN SOCIETY OF CIVIL 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) ._ - ;,, _ ,YJ lyi { �TC'9—''7 - • _ �t'RY t,1ra j'' ` - - _l.. . .! :FM fJxl.. • of .R - _ - - . - `fi-aurd7 s�r.ti _ - IA".:ah"� fir" ._ - a ' • y . EL" Paradise `: i W:r,i!--.1".-''''..4. 'sFfi2Cb. _ ham.:,.;.``,S .1.ech ` ; ' ou±-G1n:ev. •4-:'_li*•,V ,ir - - d=pcn1 Fd. _ .."- a_ ,(_ _ r, _} - r _ "l , ._ s♦ - - ( -_B i « y; }'i. tu=_ -- fit': /. " .� t•r2'i 5.--,'6 1',.-1"•: m:Fuii ECavr1 "' - _ .;•,'y,i. i _Y•'sa`+at -_ _e '_i,.{:_,_. �:.,: -a: 'y c%' a- . . `i.a+.�:.; • ▪ % 1 �u 'i _SUP -'_'�c - :�}• �� Tue Mar 19 2024 https://ascehazardtool.orq/ Page 1 of 3 SCE. AMERICAN SOCIETY OFCNO.ENGINESIS Seismic Site Soil Class: D-Stiff Soil Results: Ss : 0.236 Sol : 0.131 Si : 0.082 TL : 6 Fa : 1.6 PGA: 0.12 F„ : 2.4 PGA M : 0.187 SMs : 0.378 FPGA : 1.56 SMt : 0.196 le : 1 Sos : 0.252 nse'S ectrum Design Response Spectrum s�i� ic-Design��� �-- p — --- --- o_so- ----- - - — - - ,/� :4 i 025 - — - - 0.15 :::.----'-.--4-,- _____,_ I I (Lie .,.. _ y i i i — 0.20 Y-i_ . _. ..._ — 025 — — — . AB f ' i i 5 ^_" , 1 0.10- , _ 005 _ -0` 1 2 3 4 5 6 7 0.. 1 2 - - 3:.` _..4 ...... 5 6,..._'�- 7 Sa(g)vs T(s) Sa(g)vs T(s) 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 SOCIENYOF MIL 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.oro/ Page 3 of 3 Tue Mar 19 2024