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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 />SC4 <br />STRUCTURAL DETAILS <br />1" CLR MIN. (TOSEE SCHED.SEE NOTE 3 <br />AT FOUNDATION) <br />DIAG. REINF., SEE <br />SCHED. (OMIT DIAG. <br />END OF HKS ONLY) <br />STD HK ROTATE TO <br />DOUBLE CURTAIN <br />PROVIDE MIN CLR <br />CL <br />R <br />2" <br />4" <br />ALL SIDES <br />TRIM REINF.24" MIN. <br />"L" <br />OPEN <br />A <br />PROVIDE STD. <br />HK AT END OF <br />WALL OR EDGE <br />OF OPNG <br />"L" <br />48" <br /> <br />M <br />I <br />N <br />. <br />3"CLR MAX. <br />2" <br /> <br />"L" <br />ELEV. <br />ELEV. <br />REINF. <br />TYP. WALL <br />CL <br />R <br />2" CLR MAX. <br />'t' <br />PLAN <br />2" <br /> <br />4" <br />REINF. <br />TRIM <br />180° HK TURN TO <br />PROVIDE MIN CLR <br />TRIM REINF. <br />SINGLE CURTAIN <br />TYP. WALL REINF. <br />PLANA <br />'t' <br />4. MAY OMIT DIAGONALS IF THE LARGEST OPENING DIMENSION IS LESS <br />3. AT SERIES OF OPNGS WHERE PIER OR SPANDREL IS NARROWER THAN <br />2. MIN. TRIM REINF. TO BE LARGER OF TYP WALL REINF. OR SIZE SHOWN <br />1. SCHED. REINF. APPLIES TO ALL OPNGS, UNLESS <br />THREE TIMES "L", BAR DEVELOPMENT LENGTH, RUN TRIM REINF. CONT. <br />7. "L" SEE TABLES ON 3/SC-311. <br />6. COORDINATE OPNG LOCATIONS AND SIZES W/ OTHER TRADES INCLUDING <br />BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, <br />OR 12", WHICHEVER IS SMALLER. <br />5. DETAIL IS NOT REQD FOR OPNGS SMALLER THAN THE WALL THICKNESS <br />AND PLUMBING. <br />IN SCHED. <br />OTHERWISE SHOWN. <br />THAN 2'-0". <br />NOTES: <br />8. SEE WALL SCHEDULE FOR JAMB BARS. <br />"W" <br />5'-0" TO LESS THAN 7'-0" <br />7'-0" TO LESS THAN 12'-6" <br />REINFORCING SCHEDULE <br />12'-6" TO LESS THAN 26'-0" <br />LESS THAN 5'-0" <br />OPENING "W" <br />8" WALL 12" WALL <br />SEE ELEV. <br />2-#8 <br />2-#9 <br />2-#8 <br />2-#5 <br />2-#6 <br />REINF. <br />2-#5 <br />2-#6 <br />REINF. <br />EA. FACE <br />FOR WALL <br />REINFORCING <br />SEE WALL <br />ELEVATIONS <br />#4 U-BARS <br />SAME SPACING <br />AS WALL STEEL <br />(2)-#5 <br />SECTION <br />TE <br />N <br />S <br />I <br />O <br />N <br />SP <br />L <br />I <br />C <br />E <br />OPENING TRIM BARS <br />2-#5 <br />LINTEL <br />DIAGONAL <br />BARS <br />2-#5 <br />2-#5 <br />2-#5 <br />WALL REINF. @ OPENING 4SC312 <br />WALL WEAKENED PLANE JOINT <br />FCC002 <br />SEE FRAMING PLAN <br />FOR SLAB/WALL <br />CONNECTION <br />1/2" WEAKENED PLANE JOINT <br />(W.P.J.) @ 30'-0" O.C. MAX. <br />S.O.G. <br />FOOTING <br />SLAB, <br />SEE PLAN <br />ELEVATION <br />1/2" <br />1/4" <br />1/2" <br />WALL REINF. <br />SEE PLAN <br />CONC. WALL <br />SECTION A-A <br />JOINT SEALANT <br />EACH SIDE <br />WA <br />L <br />L <br /> <br />T <br />H <br />K <br />. <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />TYP. U.N.O. <br />AA <br />CONTINUE HALF WALL HORIZ. REINF THRU JOINT <br />STOP HALF WALL HORIZ. REINF (ALTERNATE) <br />2" CLEAR FROM JOINT <br />WALL JOINT AND SLAB JOINT <br />SECTIONS FCC003 <br />SEE FRAMING PLAN <br />FOR SLAB/WALL <br />CONNECTION <br />1/2" WALL JOINT (W.J.) GAP <br />FILLED WITH ASPHAULT <br />IMPREGNATED EXPANSION <br />JOINT MATERIAL, OR EQUAL <br />SLAB-ON-GRADE <br />FOOTING <br />SLAB, <br />SEE PLAN <br />1/2" SLAB JOINT (S.J.) GAP <br />FILLED WITH ASPHALT <br />IMPREGNATED EXPANSION <br />JOINT MATERIAL, OR EQUAL <br />WALL JOINT <br />SEE FRAMING PLAN <br />CONNECTION <br />FOR SLAB/WALL <br />SEE PLAN <br />CONC SLAB, <br />WALL BELOW <br />SLAB JOINT <br />2. FOR WATERPROOFING & DRAINAGE BEHIND RETAINING WALLS, <br />SEE ARCHITECTURAL & CIVIL DRAWINGS. <br />1. DO NOT CONTINUE HORIZ. REINF. THROUGH WALL JOINT. <br />NOTES: <br />CONC. WALL CONST. JT. <br />FCC026 <br />30'-0" O.C. MAX. U.N.O.. <br />3.1'-0" LONG KEY @ 2'-0" <br />(2 ROWS OF KEYS WHERE <br />WALL IS THICKER THAN 1'-4"). <br />SEE NOTE 3,4 & 5 <br />1. <br />2. <br />4. <br />5. <br />AND STANDING WATER REMOVED. <br />SURFACE OF CONCRETE CONSTRUCTION JOINTS <br />ALL CONSTRUCTION JOINTS SHALL BE WETTED <br />SHALL BE CLEANED AND LAITANCE REMOVED. <br />IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, <br />VERT. WALL REINF. TYP. <br />HORIZ. WALL REINF. TYP. <br />EQ <br />. <br />3"3" <br />1st PLACEMENT <br />1/2" x 1/2" JOINT, W/ <br />SEALANT EA. FACE <br />NOTES: <br />VERTICAL WALL JOINT - PLAN <br />PROVIDE WALL WEAK JOINT OR CONSTRUCTION JOINT AT <br />PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE. <br />LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY THE ARCH. <br />JAMB BARS @ WALL END <br />13SC321 <br />NOTES: <br />2. ALTERNATE ALL TIE HOOKS. <br />1. END VERTICAL REINF. & TIES SHALL BE A706 GRADE STEEL. <br />TYP., U.N.O. <br />TO TIES <br />2" CLR. <br />FULL HEIGHT, TYP. <br />#4 TIES @ 3" O.C. <br />END VERT. REINF. <br />3/4" CHAMFER <br />STD. HOOK <br />8"6 <br />1 <br />CIP WALL <br />SEE PLAN <br />FOR THK. <br />CIP WALL <br />SEE PLAN <br />FOR THK. <br />FULL HEIGHT, TYP. <br />#4 TIES @ 3" O.C. <br />STD. HOOK <br />3/4" CHAMFER <br />TYP., U.N.O. <br />TO TIES <br />2" CLR.8" <br />6 <br />1 <br />4-BARS <br />TOP WALL DOWELS, <br />DOWEL TYPE AND <br />SEE PLAN FOR <br />TYP. <br />FOOTING <br />DOWEL TO <br />3" CLR. MIN., <br />5" CLR. MAX., <br />STD. HOOK <br />12" MIN. TYP. <br />EN <br />D <br /> <br />V <br />E <br />R <br />T <br />. <br />FOOTING, SEE <br />PLAN & SCHED. <br />EN <br />D <br /> <br />V <br />E <br />R <br />T <br />. <br />(3 <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />) <br />LA <br />P <br />SEE WALL SCHEDULE FOR ALL REINF. <br />ELEVATED SLAB <br />CL <br />A <br />S <br />S <br />B <br />SP <br />L <br />I <br />C <br />E <br />5 <br />- <br />JAMB BARS <br />SEE SHEAR WALL <br />SCHED FOR REINF. <br />F.F. <br />NOTE: <br />RELEASE <br />EXTEND INTO 3/4 <br />@ ROOF SLAB ONLY <br />(SLAB THICKNESS) <br />PER SCHED. <br />TYP., U.N.O. <br />ON <br />5 <br />- <br />JAMB BARS <br />PER SCHED. <br />TYP., U.N.O. <br />ON <br />6 <br />- <br />CONC. SHEAR WALL ELEVATION 4SC321 <br />MATCH VERT. <br />CL <br />A <br />S <br />S <br /> <br />" <br />B <br />" <br />6 <br />- <br />6 <br />- <br />TYPICAL COLUMN SECTION 13SC313 <br />1/2" MAX. PENETRATION OF <br />COLUMN INTO DROP CAP SCHED. FOR REINF. <br />REFER TO COLUMN <br />5-#5 E.W. <br />DROP CAP <br />3 1/2" CLR. <br />STD. HOOK, <br />12" MIN. <br />SIZE, SEE PLAN <br />SLAB REINF. <br />SEE PLAN <br />MIN. ONE TIE IN SLAB <br />SE <br />E <br />PL <br />A <br />N <br />TH <br />K <br />SE <br />E <br />PL <br />A <br />N <br />COLUMN SECTION 7SC313 <br />2" CLR <br />C1 <br />#4 TIES <br />@ 4" O.C. <br />12 <br />" <br />24" <br />ALT HOOKS <br />TYP. <br />#4 TIES <br />@ 4" O.C. <br />VERTICAL BARS <br />SEE COLUMN SCH. <br />2" CLR <br />C2 <br />#4 TIES <br />@ 4" O.C. <br />10 <br />" <br />18" <br />ALT HOOKS <br />TYP <br />#4 TIES <br />@ 4" O.C. <br />VERTICAL BARS <br />SEE COLUMN SCH. <br />1-1/2" CLR <br />C3 <br />#4 TIES <br />@ 4" O.C. <br />10 <br />" <br />10" <br />CONCRETE SHEAR WALL SCHEDULE 7SC313