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NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC1.1 2 SC1.1 KEY PLAN PARTIAL B 12 " C O N C R E T E W A L L 5 7 86 A B C E G D F MA T C H L I N E MA T C H L I N E (3)#7x117T (2)#7x21.5T (5)#7x127T (5)#7x131T (4)#7x49.5T (4)#7x5.5B (4)#7x5B (20)#7x18.5B (3)#7x14B (4)#7x14B (4)#7x14.5B (2)#7x9B (1)#7x4.5T (3)#7x16T (2)#7x5B (2)#7x5B (3)#7x13B (5)#7x13B (4)#7x13.5B (1)#7x14B (4)#7x14.5B (2)#7x26B (3)#7x53T (3)#7x30B (3)#7x26.5B (2)#7x25.5B (1)#7x15T (2)#7x6B (1)#7x6.5B (1)#7x13T (5)#7x9.5B (3)#7x10.5B (6)#7x32.5T (1)#7x5T (1)#7x5B (5)#7x5B (2)#7x19T (2)#7x1T (4)#7x11.5B (2)#7x6.5B (3)#7x6.5B (2)#7x6B (3)#7x6B (11)#7x4.5B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S1.3 PARTIAL B MAT FOUNDATION ADDITIONAL REINF. E/W DIRECTION SCALE: PARTIAL B - MAT FOUNDATION PLAN - ADDITIONAL REINF. E/W DIRECTION 3/16" = 1'-0"