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General Footing <br />LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:PAD AT RAMP <br />Project File: 215 W 4th.ec6 <br />Project Title:215 W 4th St. <br />Engineer:ROMB <br />Project ID:24-186 <br />Project Descr: <br />PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding <br />PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding <br />DESIGN SUMMARY Design OK <br />Governing Load CombinationMin. Ratio Item Applied Capacity <br />PASS 0.3731 Soil Bearing 0.5597 ksf 1.50 ksf +D+L about Z-Z axis <br />PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning <br />PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning <br />PASS n/a Uplift 0.0 k 0.0 k No Uplift <br />PASS 0.004160 Z Flexure (+X)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L <br />PASS 0.004160 Z Flexure (-X)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L <br />PASS 0.004160 X Flexure (+Z)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L <br />PASS 0.004160 X Flexure (-Z)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L <br />PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a <br />PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a <br />PASS n/a 1-way Shear (+Z)0.0 psi 75.0 psi n/a <br />PASS n/a 1-way Shear (-Z)0.0 psi 75.0 psi n/a <br />PASS n/a 2-way Punching 0.3755 psi 75.0 psi +1.20D+1.60L <br />Page 28 of 28 <br />215 W 4th St <br />1/22/2025