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1334 N Santiago St - Plan
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1334 N Santiago St - Plan
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Last modified
2/13/2026 5:03:01 AM
Creation date
2/13/2026 5:01:13 AM
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Template:
Plan
Permit Number
101123059
Full Address
1334 N Santiago St
Street Number
1334
Street Direction
N
Street Name
Santiago
Street Suffix
St
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Pole Footing Embedded in Soil <br />LIC# : KW-06017733, Build:20.25.06.16 JASON LIN (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:Chainlink fence post <br />Project File: 25101.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Code References <br />Calculations per IBC 2024 1807.3 <br />Load Combinations Used : ASCE 7-22 / IBC 2024 <br />General Information <br />Circular <br />12.0 <br />275.0 <br />1,500.0 <br />Lateral Restraint at Ground Surface <br />Pole Footing Shape <br />Pole Footing Diameter . . . . . . . . . . .in <br />Allow Passive . . . . . . . . . . . . . . . . . . . . . .pcf <br />Max Passive . . . . . . . . . . . . . . . . . . . . . .psf <br />Calculate Min. Depth for Allowable Pressures <br />+0.60WGoverning Load Combination : <br />Lateral Load 0.6660 <br />Moment 2.664 k-ft <br />Minimum Required Depth 3.50 ft <br />k <br />Restraint @ Ground Surface <br />Pressure at Depth <br />Actual 924.24 psf <br />Allowable 962.50 psf <br />Surface Restraint Force 2,283.43 lbs <br />Controlling Values <br />ft^2Footing Base Area 0.7854 <br />Maximum Soil Pressure 0.0 ksf <br />k <br />k <br />k <br />k <br />k <br />Applied Loads <br />k <br />Lateral Concentrated Load (k) <br />D : Dead Load <br />L : Live <br />Lr : Roof Live <br />S : Snow <br />W : Wind <br />E : Earthquake <br />H : Lateral Earth <br />Load distance above <br />k <br />k <br />k <br />k <br />k <br />k <br />k <br />ft <br />Lateral Distributed Loads (klf) <br />TOP of Load above ground surface <br />BOTTOM of Load above ground surface <br />0.1480 <br />7.750 <br />0.250 <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />k/ft <br />ft <br />Applied Moment (kft) <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />k-ft <br />ground surface <br />ft <br />Vertical Load (k) <br />k <br />Load Combination Results <br />Factor <br />Soil IncreaseForces @ Ground Surface <br />Load Combination <br />Required <br />Loads - (k)Moments - (ft-k)Depth - (ft) <br />Pressure at Depth <br />Allow - (psf)Actual - (psf) <br />0.00.000 0.000 0.13 1.00034.4 <br />924.20.666 2.664+0.60W 3.50 1.000962.5 <br />803.90.500 1.998+0.450W 3.25 1.000893.8
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