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structures <br />AOstructures, Inc. <br />916.541.8586 <br />Andrew@AOstructures.com <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Printed: 26 DEC 2019, 9:OOAM <br />DESCRIPTIO 18" pier <br />+0.600+O.60W+O.60H <br />0.204 <br />k/fl <br />2.856 <br />k/ft <br />5.13 <br />k/ft <br />252.6 <br />k/fl <br />253.0 <br />k/fl <br />1.000 <br />L e <br />+D+0.70E+0.60H <br />0.340 <br />S :Snow <br />4.760 <br />k <br />6.13 <br />304.6 <br />274.3 <br />304.9 <br />1.000 <br />1.000 <br />0.340 <br />+D+0.750L+0.750S+0.5250E+H <br />0.340 <br />5.50 <br />4.760 <br />Load distance above <br />6.13 <br />REVISIONS <br />304.6 <br />14.0 <br />304.9 <br />DESCRIPTION <br />1.000 <br />5.50 <br />+0.60D+0.70E+H <br />0.204 <br />274.3 <br />2.856 <br />1.000 <br />5.13 <br />0.340 <br />252.6 <br />4.760 <br />253.0 <br />1.000 <br />274.3 <br />AOstnictures, Inc. <br />916.541.8586 <br />Andrew@AOstructures.com <br />structures <br />Pole Footing Embedded in Soil <br />DESCRIPTIO 24" <br />Code References <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />File = <br />Software c <br />Printed: 26 DEC 2019, 9:01AM <br />INC. 1983.2019, Build:12.19.8.31 . <br />Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-1D <br />Load Combinations Used: ASCE 7-16 <br />General Information <br />Pole Footing Shal Circular <br />Pole Footing Diameter ...... 24.0 in point Load <br />Calculate Min. Depth for Allowable Pressures <br />No Lateral Restraint at Ground Surface I <br />Allow Passive ............. 150.0 per <br />Max Passive .............. 1,500.0 psf <br />Controlling Value <br />Governing Load Combinatim0+1­1 <br />Lateral Load 0.340 k <br />Moment 4.760 k -ft <br />NO Ground Surf <br />ace Restraint <br />Pressuresat 1/3 Depth <br />Actual 274.131 psf <br />Allowable 274.347 psf <br />Minimum Required Depth 5,50 ft <br />Footing Base Area 3.142 flA2 <br />Maximum Soil Pressure 0.0 I<sf <br />Loads <br />Lateral Concentrated Load (k) <br />D :Dead Load 0.340 I< <br />Lr <br />Load Combination Results <br />Load <br />BOTTOM <br />Combination <br />+p+H <br />+p+L+H <br />+D+Lr+H <br />+p+S+FI <br />50Lr+0,750L+H <br />50L+0.750S+H <br />0W+H <br />50 Lr+0.750 L+0.450 W+H <br />50L+0.750S+0.450W+H <br />TOP of Load above ground surface <br />of Load above ground surface <br />Vertical Load (k) <br />k/fl <br />k <br />k/ft <br />k <br />k/ft <br />k <br />k/fl <br />of Live <br />k/fl <br />k <br />L e <br />k <br />k <br />S :Snow <br />Project: <br />SOLAR LIGHT POLE <br />3222 COLLIER RD, EAST <br />ACAMPO CA 95220 <br />k <br />W nd <br />k <br />274.3 <br />1.000 <br />E :Earthquake <br />0.340 <br />k <br />H :Lateral Earth <br />5.50 <br />k <br />Load distance above <br />274.3 <br />REVISIONS <br />ground surface <br />14.0 <br />R <br />Load Combination Results <br />Load <br />BOTTOM <br />Combination <br />+p+H <br />+p+L+H <br />+D+Lr+H <br />+p+S+FI <br />50Lr+0,750L+H <br />50L+0.750S+H <br />0W+H <br />50 Lr+0.750 L+0.450 W+H <br />50L+0.750S+0.450W+H <br />TOP of Load above ground surface <br />of Load above ground surface <br />(8 <br />ki <br />Forces � <br />Vertical Load (k) <br />k/fl <br />k <br />k/ft <br />k <br />k/ft <br />k <br />k/fl <br />k <br />k/fl <br />k <br />k/fl <br />k <br />k/ft <br />k <br />(8 <br />ki <br />Forces � <br />Ground Surface <br />Required <br />Pressure at <br />1/3 Depth <br />Soll Increase <br />Loads - (k) <br />Moments - (R -k) <br />Depth <br />- (R) <br />Actual - (ps0 <br />Allow - (psi) <br />Factor <br />0.340 <br />Project: <br />SOLAR LIGHT POLE <br />3222 COLLIER RD, EAST <br />ACAMPO CA 95220 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />1.000 <br />Project Details: <br />PV ARRAY: 550 W <br />BATTERY BANK: 224 Ah, 5.4 kW <br />0.340 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />REVISIONS <br />1.000 <br />0.340 <br />DESCRIPTION <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />PERMIT SET <br />1.000 <br />A <br />0.340 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />1.000 <br />0.340 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />1.000 <br />0.340 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />1.000 <br />0.340 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />1.000 <br />0.340 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />1.000 <br />0.340 <br />4.760 <br />5.50 <br />274.1 <br />274.3 <br />1.000 <br />Contractor: <br />LENZI 50LAR <br />LENZI INCORPORATED <br />CSLB # 1007527 <br />847 N. CLUFF AVE, SUITE B 1 <br />LODI, CA 95240 <br />(209) 224-5950 <br />www, lenzlcon5tructiOnandsolar, com <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 />STKUCTU RAL <br />CALCULATIONS 7 <br />Sheet Number: <br />S 1 0.0 <br />Sheet Size: <br />ANSI B- 1 711 x I I" <br />DESIGN DRAFTING BY: <br />AARON CARDWELLG� <br />SepiSolar <br />POWEP By DESIGN <br />Reviewed <br /># Approved by: <br />CM 11 <br />