Laserfiche WebLink
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 />Page 1 <br />10 <br />" <br />6. <br />7 <br />" <br />200-LB <br />6' <br />- <br />0 <br />" <br />R = 2.15 K <br />STRESS = 116 PSI <br />ULTIMATE BEARING STRENGTH = 0.65*0.85(3000 PSI) = 1658 PSI > 116 PSI, OK <br />6' FENCE GUARD RAIL LOADS <br />2130 E 4th St <br />2/11/2025