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Holmes Structures <br />523 West 6th St. <br />Suite 1122 <br />Los Angeles, CA <br />90014 USA <br />213 481 5630 <br />Project: <br />Project No: <br />Sketch Title: <br />Sketch No:Rev: <br />Date: <br />Scale: <br />By: <br />29 <br />CYPRESS FIRE STATION <br />23005.10 <br />ROOF LOADINF PLAN <br />1 <br />A3.00 <br />1 <br />A3.01 <br />2 <br />A3.00 <br />1 <br />2 <br />3 <br />A B C D E F <br />A 1B1 <br />ROOF LOADING DIAGRAM <br />KEY LOAD SCHEDULE <br />DE <br />A <br />D <br /> <br />L <br />O <br />A <br />D <br /> <br />( <br />D <br />L <br />) <br />DE <br />S <br />I <br />G <br />N <br />A <br />T <br />I <br />O <br />N <br />1 <br />NOTES: <br />1. DEAD LOAD IS A COMBINATION OF THE SELF WEIGHT OF STRUCTURE (EXCLUDES BM. WEIGHT), FLOOR FINISHES, CEILING & MEP. <br /> ASSUMED FLOOR FINISHES ARE NOTED IN REMARKS. <br />2. LIVE LOADS MARKED (R) ARE REDUCIBLE IN ACCORDANCE WITH THE IBC & ASCE7. <br />LI <br />V <br />E <br /> <br />L <br />O <br />A <br />D <br /> <br />( <br />L <br />L <br />) <br />DE <br />S <br />I <br />G <br />N <br />A <br />T <br />I <br />O <br />N <br />2 <br />MARK USE LOAD (PSF)REMARKS <br />1 <br />- <br />ROOF <br />- <br />20 (R) <br />-- <br />A ROOF 23 - <br />--- <br />31B BARREL TILE ROOF <br />HATCH <br />- <br />LOADING DIAGRAM LEGEND <br />A 1 <br />INDICATES MARK FOR LIVE LOADING - SEE DESIGNATION SCHEDULE <br />INDICATES MARK FOR DEAD LOADING - SEE DESIGNATION SCHEDULE <br />- <br />- <br />- <br />ROOF <br />-