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NOTE: <br />FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. <br />THAT OF ADJACENT COLUMN STRIP (CS) WITH THE <br />SAME STRIP WIDTH U.N.O. <br />SYMBOLS LEGEND <br />3 #4 T <br />"T" INDICATE TOP STEEL <br />REBAR SIZE - ASTM A615 GRADE 60 <br />TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF <br />COLUMN STRIP OR MIDDLE STRIP <br />ADDITIONAL BARS <br />3 #4 B <br />"B" INDICATE BOTTOM STEEL <br />REBAR SIZE - ASTM A615 GRADE 60 <br />TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF <br />COLUMN STRIP OR MIDDLE STRIP <br />ADDITIONAL BARS <br />1.SLAB REINFORCEMENT SHALL BE PLACED IN THE <br />FOLLOWING SEQUENCE: <br />1. N-S BOTTOM BARS <br />2. E-W BOTTOM BARS <br />3. E-W TOP BARS <br />4. N-S TOP BARS <br />COLUMN STRIP, MIDDLE STRIP, SEE 1 <br />SC3 <br />2 <br />SC31234 <br />A <br />B <br />C <br />E <br />G <br />D <br />F <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />(4)#7x5T <br />(7)#7x5.5T <br />(6)#7x5.5T <br />(4)#7x5.5T <br />(4)#7x10.5T <br />(4)#7x10.5T <br />(3)#7x10.5T <br />(6)#7x13T <br />(5)#7x13.5T <br />(4)#8x15B <br />(7)#7x23.5T <br />(4)#7x23.5T <br />(13)#7x25.5T <br />(2)#8x30B <br />(7)#7x15.5T <br />(20)#7x18T <br />(5)#7x13.5T <br />(2)#8x37B <br />(2)#8x37B <br />(5)#8x42.5B <br />(3)#8x42.9B <br />(2)#8x45B <br />(3)#8x45B <br />(4)#8x47.1B <br />(4)#7x47.1T <br />(4)#7x34T <br />(4)#7x5.5T <br />(1)#8x10.5B <br />(5)#8x69.5B <br />(5)#7x13T <br />(4)#8x75.7B <br />(2)#8x75.7B <br />(4)#8x75.8B <br />(4)#8x17.8B <br />(1)#7x14T <br />(7)#7x16.5T <br />(5)#7x15T <br />(17)#7x19.5T <br />(4)#7x5.5T <br />(2)#7x24.5T <br />(12)#7x35T <br />(4)#8x57B <br />(6)#7x29.5T <br />(9)#7x28.5T <br />(5)#7x27.5T <br />(5)#7x27.5T <br />(4)#8x35B <br />(5)#8x28B <br />(1)#8x30B <br />(5)#8x39.7B <br />(5)#7x39.7T <br />(5)#8x68B <br />KEY PLAN <br />PARTIAL A <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 4/8/25 <br />THESE DESIGNS, DRAWINGS, AND <br />SPECIFICATIONS ARE THE EXCLUSIVE <br />PROPERTY OF DONG ENGINEERING. <br />THESE DRAWINGS CANNOT BE COPIED, <br />TRANSFERRED, OR REPRODUCED NOR <br />CAN ANY OTHER STRUCTURES BE BUILT <br />FROM THEM WITHOUT WRITTEN CONSENT. <br />SHEET <br />DE#: <br />TEL- 714-617-5979 <br />GARDEN GROVE, CA 92841 <br />7661 GARDEN GROVE BLVD., <br />DONG ENGINEERING, INC. <br />INFO@DONGENGINEERING.COM <br />240022 <br />22 <br /> <br />U <br />N <br />I <br />T <br />S <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />32 <br />2 <br /> <br />N <br />. <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />30 <br />, <br />5 <br />8 <br />2 <br /> <br />S <br />F <br /> <br />G <br />R <br />O <br />S <br />S <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br />A <br />S2.2 <br />PARTIAL A <br />PODIUM SLAB PLAN <br />ADDITIONAL REINF. <br />E/W DIRECTION <br />SCALE: <br />PARTIAL A - PODIUM SLAB PLAN - ADDITIONAL REINF. E/W DIRECTION <br />3/16" = 1'-0"