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12/26/2019 ATC Hazards by Location <br />OTC Hazards by Location <br />Search Information Nw sacraments <br />0 <br />Address: 3222 Collier Rd E, Acampo, CA 95220, USA Elk 54 ft <br />Vacaville <br />Coordinates: 38.2167321 -121.27803599999999 <br />Elevation: 54 ft <br />Timestamp: 2019-12-26T16:44:09.893Z <br />ConcordStockton Sonora <br />Hazard Type: Seismic O O <br />Tuo! <br />Reference ASCE7A0– <br />I ig a Manteca Ma cinep ortaima error: <br />Document: — 0 p <br />Risk Category: II <br />Site Class: D <br />Basic Parameters <br />Name Value Description <br />SS 0.689 MCER ground motion (period=0.2s) <br />S1 0.289 MCER ground motion (period=1.0s) <br />SMS 0.86 Site -modified spectral acceleration value <br />SM1 <br />0.526 <br />Description <br />Site -modified spectral acceleration <br />value <br />SDS <br />0.574 <br />1.249 <br />Numeric seismic design value at 0.2s <br />SA <br />SDI <br />0.351 <br />CRS <br />Numeric seismic design value at 1.0s <br />SA <br />Additional Information <br />Name <br />Value <br />Description <br />SDC <br />D <br />Seismic design category <br />Fa <br />1.249 <br />Site amplification factor at 0.2s <br />F„ <br />1.823 <br />Site amplification factor at 1 O <br />CRS <br />1.114 <br />Coefficient of risk (0.2s) <br />CR1 <br />1.145 <br />Coefficient of risk (1.0s) <br />PGA <br />0.234 <br />MCEG peak ground acceleration <br />FPGA <br />1.332 <br />Site amplification factor at PGA <br />PGAM <br />0.311 <br />Site modified peak ground acceleration <br />TL <br />12 <br />Long -period transition period (s) <br />haps:/(hazards.atcouncll.orgl#/seismic71at=38.216732&Ing=-121.276035999999998address=3222 Collier Rd E°%2C Acampo°,62C CA 95220°,62C USA 1 /2 <br />12/26/2019 ATC Hazards by Location <br />SsRT 0.689 Probabilistic risk -targeted ground motion (0.2s) <br />SsUH 0.618 Factored unlform-hazard spectral acceleration (2% probability of <br />exceedance in 50 years) <br />SsD 1.5 Factored deterministic acceleration value (0.2s) <br />S 1 RT 0.289 Probabilistic risk -targeted ground motion (1.0s) <br />S1 UH 0.252 Factored uniform -hazard spectral acceleration (2% probability of <br />exceedance in 50 years) <br />S1 D 0.6 Factored deterministic acceleration value (1.0s) <br />PGAd 0.5 Factored deterministic acceleration value (PGA) <br />The results indicated here DO NOT reflect any state orlocal amendments to the values or any delineation lines made during fhe building <br />code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Judsdiction before <br />proceeding with design. <br />Disclaimer <br />Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. <br />While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility <br />or liab(lity for its accuracy. The material presented in the report should not be used or relied upon for any specific application without <br />competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does <br />not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge <br />in the field of practice, nor to substitute for the standard of care required of such professionals In interpreting and applying the results of the <br />report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of <br />this website does not Imply approval by the governing building code bodies responsible for building code approval and interpretation for the <br />building site described by latitude/longitude location in the report. <br />https:/lhazards.atcouncil.orgf#/selsmlc71at=38.21673281ng=-121.27603599999999&address=3222 Collier Rd E%2C Acampo%2C CA 95220°h2C USA 2/2 <br />Contractor: <br />LENZI 50LAP <br />LENZI INCORPORATED <br />CSLB # 1007527 <br />847 N, CLUFF AVE, SUITE B 1 <br />ODI, CA 95240 <br />(209) 224-5950 <br />www, lenzlcon5tructlona nd5olar, corn <br />Project: <br />SOLAR LIGHT POLE <br />3222 COLLIER RD, EAST <br />ACAMPO CA 95220 <br />Project Details: <br />PV ARRAY: 550 W <br />BATTERY BANK: 224 Ah, 5.4 kW <br />REVISIONS <br />DESCRIPTION <br />DATE <br />REV <br />PERMIT SET <br />12/31/2019 <br />A <br />Sheet Title: <br />STRUCTURAL <br />CALCULATIONS 3 <br />Sheet Number: <br />56.0 <br />Sheet Size: <br />ANSI B- 17" x I I" <br />DESIGN DRAFTING BY: <br />AARON CARDWELL// Of%� <br />j <br />SepiSolar. <br />POWER BY DESIGN <br />Reviewed Approved by: <br />CM <br />