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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 />60.4 psf 3.5" NWC OVER 3" W3 DECK <br />2.3 psf METAL DECK <br />3 psf MECH & ELECTRICAL <br />3 psf FILL OVER POUR <br />3 psf SPRINKLERS <br />3.3 psf MISC. <br />75 psf D.L. FOR JOISTS <br />6 psf BEAMS <br />81 psf D.L. FOR BEAMS <br />100 psf NON-REDUCIBLE <br />81 psf LATERAL <br />**See next page for Lateral Loads <br />MEZZANINE LIVE LOAD <br />21- <br />Apr-24 <br />LC - 1 <br />MEZZANINE DEAD LOAD <br />JOHN MURPHY <br />HSA & ASSOCIATES 02/27/2025 Page 1 <br />NARRATIVE: <br />A PORTION OF AN EXISTING SHEAR WALL TO BE REMOVED FOR NEW RESTROOM. <br />GRAVITY DESIGN HAS BEEN FORMED NEW BEAMS AT 2ND LEVEL AND ROOF LEVEL <br />TO REPLACE THE EXISTING LOAD BEARING SHEAR WALL. <br />LATERAL ANALYSIS HAS BEEN PERFORMED FOR THE REMAINING PORTION OF THE <br />EXISTING SHEAR WALL AND THE REMAINING PORTION IS ADDEQUATE TO SUPPORT <br />SEISMIC LOADS. <br />2130 E 4th St - REV <br />13/10/2025