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Company Dec 26, 2019 <br />111RISA <br />Designer Che AM <br />ke <br />Job Number Checked By: <br />:.Ia:.:olm; Model Name <br />Envelope RISC 15th(360-16) •ASD Steel Code Checks <br />I r cr., r r I ....rpt I r Dnnlnm rlhl Pn4/nm nhl Mn/nm rih-ftl Ch Fan <br />1 <br />IVICIIIL)cl <br />M1 <br />vlia c <br />PIPE 4.0 <br />vv�c v�... <br />�v.. •. <br />0 <br />�.. <br />4 <br />..•i....�..... <br />-��.. <br />0 <br />-_ <br />4 <br />.._. _... ._ <br />33140.226 <br />..__... _.. <br />62035.928 <br />7073.353 <br />1•••• <br />H1 -1b <br />.677 <br />.018 <br />RISA -2D Version 18.0.0 [C:\Users�P,ndrew OsterreicherlDocuments\RISA\Model Files\untitled.r2d] Page 4 <br />AOstructures, Inc. <br />916.541.8586 <br />Andrew@AOstructures.com <br />CAfIP RP/L��LfICPS <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 <br />Load Combinations Used: ASCE 7-16 <br />General Information <br />Pole Footing Shal Circular <br />Pole Footing Diameter ...... 18.0 in Point Load <br />Calculate Min. Depth for Allowable Pressures <br />No Lateral Restraint at Ground Surface <br />Allow Passive ..... . ....... 150.0 pct <br />Max Passive ............. 1 1,500.0 psf <br />Controlling Value <br />Governing Load Combinati®D+H <br />Lateral Load 0.340 k <br />Moment 4.760 k -ft <br />NO Ground Surface Restraint <br />Pressures at 113 Depth <br />Actual 304.628 Psf Soil <br />Allowable 304.908 psf <br />Minimum Required Depth 8.125 R <br />Footing Base Area 1.767 ftA2 <br />Maximum Soil Pressure 0.0 ksf <br />Primed: 26 DEC 2019, 9:OOAM <br />Applied Loads <br />Lateral Concentrated Load (k) Lateral Drstrlbuted Loads (kl Vertical Load (k) <br />D :Dead Load <br />Lr 0.340 k klft k <br />:Roof LiI< k/ft k <br />ve <br />L :Live <br />S :Snow <br />W d <br />E :Earthquake <br />H :Lateral Earth <br />Load distance above <br />ground surface <br />k k/ft k <br />k k/ft k <br />k k/ft k <br />k k/ft k <br />k k/ft k <br />TOP of Load above ground surface <br />14.0 ft ft <br />BOTTOM of Load above ground surface <br />It <br />Load Combination Results <br />Load <br />Forces @ Ground Surface Required Pressure at 113 Depth Soil Increase <br />Combination <br />+p+H <br />+p+L+H <br />+D+Lr+H <br />+D+S+H <br />50Lr+0.750L+H <br />50L+0.750S+H <br />0W+H <br />50Lr+0.750L+0.450 W+H <br />50L+0.750S+0.450W+H <br />Loads - (k) Moments - (ft -k) Depth - (ft) Actual - (pst) Allow - (pst) Factor <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />0.340 4.760 6.13 304.6 304.9 1.000 <br />LENZI 50LAR <br />LENZI INCORPORATED <br />CSLB #1007527 <br />847 N. CLUFF AVE, SUITE B I <br />LO )1, CA 95240 <br />9)224-5950 <br />www• lenzlconstructlonandsolarI com <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 DATE REV <br />PERMIT SET 12/3 11201 9 A <br />Sheet Title: <br />STf�UCTU IZAL <br />CALCULATIONS (S <br />Sheet Number: <br />59.0 <br />Sheet Slze: <br />ANSIB-17"xll" <br />t DRAFfI�IG DY: <br />CARDWILL <br />SepiSolar <br />PDVJ[R 6Y DESIGPJ <br />Reviewed #Approved <br />by: <br />CM <br />