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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 />SC2.1 <br />STRUCTURAL DETAILS <br />TYPICAL 2-WAY SLAB SECTION AT COLUMN STRIP - MAT SLAB <br />SOG1 <br />W/ COLUMNS <br />2-#6 ALIGN <br />0.22 Ln <br />0.2 Ln <br />0.3 Ln <br />(NOTE 1) <br />(NOTE 1) <br />0.33 Ln <br />L1WALL WALL OR COL. <br />0.22 Ln <br />(NOTE 1) <br />(NOTE 1) <br />0.33 Ln <br />CL <br />R <br />CL <br />R <br />1 <br />1 <br />/ <br />2 <br />" <br />0.22 Ln <br />(NOTE 1) <br />(NOTE 1) <br />0.33 Ln <br />L2 L3 <br />50% As (B) <br />SHOWN ON PLAN <br />As (T) <br />SHOWN ON PLAN <br />As (T) <br /> PASSING THRU COLUMN CORE. <br />6. MINIMUM TWO TOP BARS IN EACH DIRECTION <br /> INNER LAYER IN N-S DIRECTION. <br />5. PLACE OUTTER LAYER REINF IN E-W DIRECTION, <br />4. MINIMUM BAR SPACING @ 18" O.C. <br /> NOT SHOWN. <br />3. COLUMN RE-BAR, SLAB RE-BAR IN OTHER DIRECTION <br />2. Ln=LARGER OF ADJACENT CLEAR SPANS (L2 OR L3). <br />1. Ln=LARGER OF ADJACENT CLEAR SPANS (L1 OR L2). <br />NOTES: <br />0" <br />TY <br />P <br />CLASS A SPLICE <br />50% As (LONG) <br />50% As (SHORT) <br />TYP., U.N.O. <br />SPLICE <br />CLASS B <br />WALL OR COL. <br />SEE NOTE 6 <br />TYPICAL 2-WAY SLAB SECTION AT MIDDLE STRIP - MAT SLAB <br />SOG2 <br />0.22 Ln 0.22 Ln (SEE NOTE 1) <br />L1WALL WALL OR COL., BEYOND <br />CL <br />R <br />CL <br />R <br />1 <br />1 <br />/ <br />2 <br />" <br />L2 L3 <br />SHOWN ON PLAN <br />As (T) <br />12" LAP <br />0.15 L1 <br />0.22 Ln (SEE NOTE 1)0.22 Ln (SEE NOTE 1) <br />0.15 L2 0.15 L2 <br />NOTES: <br />1. Ln=LARGER OF ADJACENT CLEAR SPANS (L1 OR L2). <br />2. Ln=LARGER OF ADJACENT CLEAR SPANS (L2 OR L3). <br />3. COLUMN RE-BAR, SLAB RE-BAR IN OTHER DIRECTION <br /> NOT SHOWN. <br />4. MINIMUM BAR SPACING @ 18" O.C. <br />5. PLACE OUTTER LAYER REINF IN E-W DIRECTION, <br /> INNER LAYER IN N-S DIRECTION. <br />6. MINIMUM TWO BOTTOM BARS IN EACH DIRECTION <br /> PASSING THRU COLUMN CORE. <br />0" <br />50% As (T) SHORT <br />50% As (T) LONG <br />As (B), SHOWN ON PLAN <br />As (T) <br />SHOWN ON PLAN <br />111 <br />MAT FOUNDATION DETAIL <br />1. EXTERIOR WALL PER PLAN. <br />2. EXTERIOR WALL OR SHEAR WALL REBAR. <br />REFER TO DETAIL 6/SC4. <br />3. MAT FOUNDATION THICKNESS AND <br />REINFORCING PER PLAN. <br />4. TYPICAL 90o HOOK AT ENDS. <br />5. DOWELS TO MATCH VERTICAL REINF SIZE <br />AND SPACING. <br />6. MAT FOUNDATION SUB-GRADE PER PLAN. <br />CL <br />A <br />S <br />S <br /> <br />" <br />B <br />" <br />LA <br />P <br /> <br />S <br />P <br />I <br />L <br />C <br />E <br />1" CLR.1" CLR. <br />2" CLR. <br />2" <br /> <br />C <br />L <br />R <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />8" <br />MI <br />N <br />. <br />N.G. <br />2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />6FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />111 <br />TYPICAL MAT FOUNDATION CONSTRUCTION JOINT DETAIL <br />CLASS B <br />SPLICE <br />2'-0" <br />TYP. <br />H/ <br />3 <br />H/ <br />3 <br />H/ <br />3 <br />H <br />5 1/2" <br />1 <br />1 <br />1 <br />1 <br />/ <br />2 <br />" <br />DETAIL "A" <br />NOTE: <br />THE CONSTRUCTION JOINT SHALL BE <br />LOCATED WITHIN THE MID THIRD OF <br />THE COLUMN SPAN. <br />SECOND POUR FIRST POUR <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. ROUGHEN FIRST POUR CONCRETE TO 1/4" <br />AMPLITUDE. <br />2. CONT. SHEAR KEY. <br />3. CONTINUOUS WATERSTOP AT <br />CONSTRUCTION JOINT PER ARCH. SPECS. <br />4. REBAR SIZE TO MATCH MAT REINF. SPACED <br />@24"O.C. <br />AFLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />111 <br />MAT FOUNDATION DETAIL <br />SE <br />E <br />PL <br />A <br />N <br />CLASS A <br />EMBEDMENT <br />TYP. <br />14"x14" MAX. <br />PER PLAN <br />2" <br /> <br />C <br />L <br />R <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. TO MATCH TOP REINFORCING OF MAT FOOTING PER PLAN. <br />2. MAT FOOTING PER PLAN. <br />111 <br />MAT FOUNDATION DETAIL <br />PER PLAN <br />2" <br /> <br />C <br />L <br />R <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />4" <br />MA <br />X <br />3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~11FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 <br />1. TYPICAL ADD (1)#9 EXTEND 8'-0" BEYOND DEPRESSION. <br />2. MAT FOOTING PER PLAN. <br />3. TYPICAL BEND ALL CONTINUOUS REINFORCING <br />INDICATED ON PLANS - 1:6 MAXIMUM SLOPE. <br />CONCRETE <br />WALL <br />PER PLAN <br />MAT <br />FOUNDATION <br />111 <br />MAT FOUNDATION TRANSITION <br />1 <br />6 <br />DOWEL TO <br />MATCH W/ <br />FOUNDATION <br />REBAR <br />MAT FOUNDATION <br />REINF. PER PLAN <br />DOWEL TO <br />MATCH W/ <br />VERTICAL <br />REBAR <br />TYPICAL <br />90° <br />HOOK AT <br />ENDS <br />CLASS B <br />LAP SPLICE <br />3" <br /> <br />C <br />L <br />R <br />. <br />2" <br /> <br />C <br />L <br />R <br />. <br />3" CLR. <br />2" CLR.1" CLR.