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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 />SC3 <br />STRUCTURAL DETAILS <br />111 <br />TYPICAL 2-WAYS SLAB REINFORCING DIAGRAM @ COLUMN STRIP <br />CL SUPPORT CL SUPPORT <br />CALSS "B" <br />2" CLEAR <br />* <br />EQ.EQ. <br />CLASS "B" <br />10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW.10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW. <br />2SPLICE AT COLUMN STRIP. <br />3SPLICE @ MID BAY RUN EVERY 3RD TOP BARS CONTINUOUS. <br />Lc= CLEAR SPAN <br />TO FACE OF SUPPORT BELOW <br />L= SPAN <br />2" CLEAR <br />EQ.EQ. <br />4TYPICAL TOP AND BOTTOM BARS EACH WAY SEE REINFORCING PLANS.1" <br /> <br />C <br />L <br />R <br />. <br />1" <br /> <br />C <br />L <br />R <br />. <br />BARS IN <br />SAME PLANE <br />5TYPICAL ADDED BOTTOM BARS <br />6TYPICAL ADDED TOP BARS <br />7PROVIDED STANDARD HOOK FOR ALL BARS AT DISCONTINUOUS END. <br />8DROP PANEL WHERE OCCURS PER PLAN. <br />3" MIN. <br />10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW.10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW. <br />8DROP PANEL WHERE OCCURS PER PLAN.9MINIMUN (2) CONT. BOTTOM BARS SHALL PASS THRU COLUMN CORE IN EACH DIRECTION AND SHALL TERMINATE WITH 90o STANDARD HOOK @ THE END SUPPORT SEE COLUMN STRIP PLAN VIEW ABOVE. <br />3" MIN. <br />10FACE OF SUPPORT. <br />L/4 L/4L/4L/4 <br />11ALL BOTTOM REINFORCING WITHIN L/4 ON EACH SIDE OF SUPPORT SALL BE CONTINUOUS BAR LAPS SHALL BE CLASS "B" AND SHALL BE CONTAINED WITHIN THIS AREA.11ALL BOTTOM REINFORCING WITHIN L/4 ON EACH SIDE OF SUPPORT SALL BE CONTINUOUS BAR LAPS SHALL BE CLASS "B" AND SHALL BE CONTAINED WITHIN THIS AREA. <br />1. 0.30Lc MIN. (0.33Lc MIN. WHERE DROP <br />OCCURS) TO FACE OF SUPPORT BELOW. <br />2. SPLICE AT COLUMN STRIP. <br />3. SPLICE @ MID BAY RUN EVERY 3RD <br />TOP BARS CONTINUOUS. <br />4. TYPICAL TOP AND BOTTOM BARS EACH <br />WAY SEE REINFORCING PLANS. <br />5. TYPICAL ADDED BOTTOM BARS <br />6. TYPICAL ADDED TOP BARS <br />7. PROVIDED STANDARD HOOK FOR ALL <br />BARS AT DISCONTINUOUS END. <br />8. DROP PANEL WHERE OCCURS PER <br />PLAN. <br />9. MINIMUN (2) CONT. BOTTOM BARS <br />SHALL PASS THRU COLUMN CORE IN <br />EACH DIRECTION AND SHALL TERMINATE <br />WITH 90o STANDARD HOOK @ THE END <br />SUPPORT SEE COLUMN STRIP PLAN <br />VIEW ABOVE. <br />10. FACE OF SUPPORT. <br />11. ALL BOTTOM REINFORCING WITHIN <br />L/4 ON EACH SIDE OF SUPPORT SALL BE <br />CONTINUOUS BAR LAPS SHALL BE CLASS <br />"B" AND SHALL BE CONTAINED WITHIN <br />THIS AREA. <br />10FACE OF SUPPORT. <br />CL SUPPORT CL SUPPORT <br />111 <br />TYPICAL 2-WAYS SLAB REINFORCING DIAGRAM @ MIDDLE STRIP <br />BARS IN <br />SAME PLANE <br />L= SPAN <br />CLASS "B" <br />3" MIN. <br />0.22Lc MIN. <br />TO FACE OF <br />SUPPORT BELOW <br />0.22Lc MIN. <br />TO FACE OF <br />SUPPORT BELOW <br />0.22Lc MIN. <br />TO FACE OF <br />SUPPORT BELOW <br />0.22Lc MIN. <br />TO FACE OF <br />SUPPORT BELOW <br />DROP PANEL <br />WHERE OCCURS <br />PER PLAN <br />COLUMN <br />BEYOND <br />6" MIN. SPLICE <br />UNLESS NOTED <br />OTHERWISE ON <br />PLAN. <br />TYPICAL <br />ADDED BOTTOM BARS <br />0.15Lc MAX. <br />FOR INTERIOR <br />SUPPORT <br />ONLY. <br />DROP PANEL <br />WHERE OCCURS <br />PER PLAN <br />SPLICE @ MID <br />BAY RUN <br />EVERY 3RD <br />TOP BARS <br />CONTINUOUS <br />OPEN <br />EQ <br />. <br />EQ <br />. <br />6'-0" MAX <br />3" <br />MAX <br />CLR. <br />111 <br />OPENING IN SUSPENDED SLAB <br />NOTE: <br />1.AT EDGE OF SLAB LOCATIONS, <br />HOOK REINF. INTO OPPOSITE FACE <br />OF WALL OR BEAM. <br />PROVIDE 1/2 OF <br />INTERRUPTED REINF. <br />@ EA. SIDE OF <br />OPENING @ 3" O.C. MIN. <br />2 BARS EXCEPT NONE <br />REQD IF NO REINF. <br />INTERRUPTED <br />OPPOSITE <br />FACE OF <br />BEAM OR <br />WALL <br />2-#5X6'-0" T & B @ <br />EA. CORNER CENTER <br />OF SLAB <br />STD 180 HK @ <br />INTERRUPTED <br />T & B SLAB <br />REINF. @ <br />OPENING TYP. <br />1.4 "L" TYP. <br />EQ. <br /> <br />( <br />T <br />Y <br />P <br />) <br />EQ <br />. <br /> <br />( <br />T <br />Y <br />P <br />) <br />2' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />6" MIN. <br />2'-0" MAX. <br />2' TYP. <br />1. REINF. SIMILAR FOR CIRCULAR OPENINGS. <br />2. FOR OPENINGS LARGER THAN 2'-0", SEE PLAN FOR TRIM REINF. <br />3. OPENINGS LARGER THAN 2'-0" NOT SHOWN ON STRUCTURAL <br /> PLANS MUST BE APPROVED BY STRUCTURAL ENGINEER <br /> PRIOR TO CONSTRUCTION. <br />NOTES: <br />111 <br />OPENING IN SLAB <br />ADD 2-#4 TOP & BOTTOM <br />EA.SIDE <br />OPEN <br />ADD 2-#4 X 4'-0" AT <br />CENTER OF SLAB AT EA. <br />CORNER <br />2" <br />6'-0" <br />6' <br />- <br />0 <br />" <br />INTERSECTION OF FIRST <br />BAR AND INSIDE FACE OF <br />WALL (WHERE OCCURS) <br />#5 @ 16" O.C. (B) <br />#5 X <br />12'-0" @ <br />6" O.C. <br />(T) <br />32" <br />T & B32"(1) #5 x <br />111 <br />SLAB CORNER BARS <br />PERIMETER <br />WALL, <br />BELOW <br />SLAB <br />(6) #5 x 7'-0" @ 16" <br />O.C. (T) EA. WAY <br />1 1/2" CLR. <br />24" MIN. <br />TYP. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />TY <br />P <br />. <br />111 <br />TRIM BARS FOR INT. OPENING <br />NOTES: <br />1.ALL OPENINGS LARGER THAN 12" SHALL BE <br />TRIMMED AS SHOWN. <br />2.THESE BARS ARE IN ADDITION TO REBAR SHOWN <br />ON PLANS. <br />3.FOR MULTIPLE OPENINGS SEE X/SCX <br />4.FOR REINF. @ OPENINGS < 24" SEE X/SCX <br />REINFORCING, <br />SEE <br />SCHEDULE <br />BELOW <br />1-#5 X <br />3'-0" T & <br />B, TYP.SEE SCHEDULE BELOW <br />MAX. OPENING DIMENSION <br />2'-6" & LARGER <br />24" TO 2'-6" <br />MAX. OPENING DIMENSION REINFORCING <br />1-#5 T & B, EA. SIDE <br />2-#5 T & B, EA. SIDE <br />1 1/2" CLR. <br />36" <br />111 <br />TRIM BARS FOR OPENING @ EDGE <br />NOTES: <br />1.ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN. <br />2.THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS. <br />3.FOR MULTIPLE OPENINGS SEE 11/SC3 <br />2-#5 T & B, EA. SIDE <br />1-#5 T & B, EA. SIDE <br />1-#5 EA. SIDE12" TO 18" <br />18" TO 2'-6" <br />2'-6" & LARGER <br />SLAB EDGE 1-#5 T & B, TYP. <br />REINFORCING, <br />SEE SCHEDULE <br />BELOW <br />1-#5 X 3'-0" T & B, <br />TYP. <br />SEE SCHEDULE BELOW <br />MAX. OPENING DIMENSION <br />24"MIN. <br />TYP. <br />24 <br />" <br />M <br />I <br />N <br />. <br /> <br />T <br />Y <br />P <br />. <br />MAX. OPENING DIMENSION REINFORCING <br />111 <br />TRIM BARS @ RE-ENTRANT CORNERS <br />3'-0" <br />3'-0" <br />(1) #5 x 7'-0" T & B, <br />TYP. U.N.O. <br />(1) #5 x 6'-0" T & B, <br />TYP. U.N.O. <br />111 <br />TRIM BARS FOR MULTIPLE OPENING <br />NOTE: INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OF THE <br />LARGER OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING <br />REFER TO X/SCX <br />1-#5 T & B <br />NO TRIM BARS <br />REINFORCINGMAX. OPENING DIMENSION, L <br />LESS THAN 12" <br />12" TO 24" <br />24" & LARGER <br />L = ACTUAL (24" MIN.) <br />TRIM BARS U.N.O. <br />12" TYP. <br />12" <br />15 <br />" <br />1'-0"SEE ARCH. DWGS. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />D <br />W <br />G <br />S <br />. <br />2" <br />C <br />L <br />R <br />. <br />8" <br />M <br />I <br />N <br />. <br />1"CL <br />R <br />2" <br /> <br />C <br />L <br />R <br />111 <br />TYP. STAIR DETAIL GROUND TO FLOOR <br />#4 @ 12" O.C. (B) DOWELED <br />INTO SUPPORTING WALLS <br />#4 @ 12" O.C. (B) <br />@ 12" O.C. <br />24" <br />#4 <br />12 <br />" <br />1-#5 <br />CONT. <br />TYP. <br />U.N.O. <br />ON <br />PLANS <br />S.O.G.S.O.G. <br />#3 <br />NOSING <br />BARS <br />#3 @ 18" <br />O.C. <br />#4 24" <br />16" <br />@ 12" O.C. <br />2x4 SHAPED KEY <br />SLAB <br />WALL LENGTH <br />111 <br />ADDED REBARS @ INTERIOR SHEARWALLS <br />(1) #5 x 12'-0" <br />EACH T & B <br />10 <br />' <br />- <br />0 <br />" <br />10 <br />' <br />- <br />0 <br />" <br />10'-0"10'-0" <br />#4 @ 12" O.C. ALT. T & B (21 <br />BARS TOTAL) <br />PLAN <br />NOTE: SEE FRAMING PLAN FOR VARIATIONS. <br />3'-0" MIN <br />5 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />. <br /> <br />D <br />W <br />G <br />. <br />#5 CONT <br />1 <br />111 <br />SLAB SECTION <br />SLAB REINF. (B) <br />SEE PLAN <br />SLAB REINF. (T) <br />SEE PLAN <br />SLAB <br />#5 @ 16" O.C. <br />7'-0" <br />#5 CONT <br />6 MIN <br />DESIGNATION ON PLAN <br />CL <br />A <br />S <br />S <br /> <br />B <br />PL <br />A <br />N <br />SE <br />E <br />1 1/2" CLR. <br />LA <br />P <br />, <br /> <br />S <br />E <br />E <br /> <br />1 <br />, <br />2 <br />/ <br />S <br />C <br />1 <br />CLASS B <br />LAP LENGTH <br />111 <br />WALL BELOW SLAB, FULL TIE <br />INTENTIONALLY ROUGHEN <br />JOINT TO 1/4" AMPLITUDE <br />MIN., TYP. <br />ALTERNATE HOOK @ <br />CONT. SLAB CONDITION <br />SLAB DOWEL <br />SEE SCHED FOR <br />SIZE & SPACING <br />WALL, SEE SCHED. <br />FOR REINF.SLAB CONT'D., <br />WHERE OCCURS <br />PL <br />A <br />N <br />3/ <br />4 <br />T <br />SE <br />E <br />3"® STYROFOAM <br />3 <br />1 <br />/ <br />2 <br />" <br />1'-0" <br />4 1/2"3" <br />1 <br />1 <br />/ <br />2 <br />" <br />3" <br />A <br />111 <br />LOAD BRG. WALL - SLAB CONNECTION <br />8" CONCRETE WALL , SEE PLAN. <br />WALL REINF., SEE PLAN. <br />2-#4 BOND BEAM <br />OR EMBED 3/8"x5"x11" PLATE <br />W/ 2 - 5/8"∅ NELSON STUD <br />2 - 3/4"∅ BOLT <br />(FORM SAVER) <br />SMOOTH TROWEL FINISH <br />WITH TWO LAYERS OF 1/4" <br />TEMPERED MASONITE W/ <br />SMOOTH FACES IN <br />CONTACT <br />FOR NON-SOIL RETAINING CONDITION <br />DESIGNATION ON PLAN <br />VIEW "A" <br />L6x6x1/2x18" LONG @ 6'-0" <br />O.C. MAX. (2 MIN. PER <br />WALL) <br />4"Øx1/4" THICK MIN., <br />BEARING WASHER <br />3/4"Ø L-BOLT, 5" <br />EMBEDMENT MIN. <br />OPTIONAL: PROVIDE EMBED <br />PLATE & WELD ANGLE TO PLATE <br />3/4"Ø BOLTS W/ STD. HOLE (IN <br />FORM SAVER) <br />NOTE: HAND TIGHTEN NUTS (75 DAYS <br />MIN. AFTER P.T. SLAB POUR) <br />SLOTTED HOLE <br />TYP.CL <br />R <br />.