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HSA & ASSOCIATES INC.JOB #: <br />CONSULTING STRUCTURAL ENGINEERS DATE: <br />1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: <br />TEL 626.521.9931 SHEET #: <br /> LOADING CRITERIA <br />ROOF DEAD LOAD: <br />WAREHOUSE OFFICE <br />RAFTER <br />2.5 psf 2.5 psf ROOFING <br />1.5 psf 1.5 psf PLYWOOD <br />5.5 psf 5.5 psf MISCELLANEOUS (FOR RAFTER ONLY) <br />1 psf 1 psf RAFTERS <br />10.5 psf 10.5 psf D.L. FOR RAFTER <br />JOIST <br />2.5 psf 2.5 psf ROOFING <br />1.5 psf 1.5 psf PLYWOOD <br />1 psf 1 psf RAFTERS <br />1.5 psf 1.5 psf SPRINKLERS <br />3.5 psf 3.5 psf MISCELLANEOUS <br />2 psf 2 psf JOIST <br />4 psf CEILING, FIXTURE, A.C. <br />12 psf 16 psf D.L. FOR JOIST <br />GIRDER <br />2 psf 2 psf GIRDER <br />14 psf 18 psf D.L. FOR GIRDER <br />14 psf 18 psf LATERAL <br />ROOF LIVE LOAD:20.0 psf (REDUCIBLE AS PER CBC) <br />SOIL PRESSURE: <br />ALLOWABLE SOIL BEARING CAPACITIES <br />2000 psf <br />Equivalent Fluid Pressure =60 pcf <br />Allowable Passive Pressure =150 pcf <br />Coefficient of Friction =0.25 <br />21- <br />Feb-25 <br />LC - 1 <br />HSA & ASSOCIATES 02/27/2025 Page 3 <br />2130 E 4th St - REV <br />13/10/2025