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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 />SC1 <br />STRUCTURAL DETAILS <br />REINFORCING EMBEDMENT NOTES: <br />1.TOP BARS ARE HORIZ. BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. <br />BOTTOM BARS ARE ALL VERTICAL BARS & HORIZONTAL BARS W/ LESS THAN 12" OF <br />CONCERTE CAST BELOW HORIZONTAL BARS. <br />2. <br />3.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3 . <br />4.FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25 . <br />5.FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20 . <br />FOR 4 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33 . <br />6.FOR BUNDLED BARS, AN EFFECTIVE BAR DIA.(dbe) SHALL BE USED FOR DETERMINING <br />COVER AND SPACING LIMITATIONS. <br />A. FOR 2 BAR BUNDLE dbe = 1.60 (BAR AREA) <br />B. FOR 3 BAR BUNDLE dbe = 1.95 (BAR AREA) <br />C. FOR 4 BAR BUNDLE dbe = 2.26 (BAR AREA) <br />STRAIGHT BARS AT A JOINT <br />(SEISMIC ONLY) <br />STANDARD HOOK DETAILS <br />ALL HOOKED BARS SHALL EXTEND AS FAR AS <br />POSSIBLE TO THE OPPOSITE FACE WITH A <br />MIN. 2" END COVER AND EMBEDMENT NOT LESS <br />THAN THE SCHEDULE. <br />MINIMUM SIDE COVER = 2 1/2". <br />FOR WALL FOOTING DOWEL EMBEDMENT LENGTHS, <br />SEE "TYPICAL CONCRETE WALL DOWEL EMBEDMENT <br />AND LAP SCHEDULE. <br />1. <br />2. <br />3. <br />NOTES: <br />2" CLR <br />FACE OF CONCRETE <br />4 db 4 db <br />5 db <br />2 1/2" <br />MIN. <br />EMBEDMENT LENGTH <br />#3 THRU #8 <br />#9, #10 & #11 <br />FACE OF CONC <br />OR POUR JOINT <br />@ STD. HOOK <br />OUTSIDE FACE OF <br />CONFINING TIES <br />@ SEISMIC HOOK <br />LCC (EMBED. LENGTH - LCC) 1.6 <br />LENGTH OF CONFINED <br />CORE OF A COLUMN OR <br />BOUNDARY ELEMENT <br />FACE OF TIE OUTSIDE FACE OF TIE <br />STRAIGHT BAR TERMINATED AT A JOINT SHALL PASS <br />THROUGH THE CONFINED CORE OF A SEISMIC COLUMN <br />OR BOUNDARY ELEMENT. ANY PORTION OF THE STRAIGHT <br />EMBEDMENT NOT WITHIN THE CONFINED CORE SHALL BE <br />1. <br />NOTE: <br />INCREASED BY A FACTOR OF 1.6 . <br />OUTSIDE <br />BAR <br />AREA (sq.in.)0.11 0.2 0.31 0.44 0.6 0.79 1 1.27 1.56 <br />Diameter db 0.375 0.5 0.625 0.75 0.875 1 1.128 1.27 1.41 <br />CATEGORY DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 <br />TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT <br />1 <br />3000 16 12 18 14 22 17 26 20 38 29 43 33 49 37 55 42 61 47 <br />4000 16 12 16 12 19 15 23 18 33 25 37 29 42 33 47 37 53 41 <br />5000 16 12 16 12 17 13 20 16 29 23 34 26 38 29 43 33 47 36 <br />6000 16 12 16 12 16 12 19 14 27 21 31 24 34 27 39 30 43 33 <br />2 ALL OTHERS <br />3000 22 17 29 22 36 28 43 33 63 48 72 55 81 62 91 70 101 78 <br />4000 19 15 25 19 31 24 37 29 54 42 62 48 70 54 79 61 87 67 <br />5000 17 13 23 17 28 22 34 26 49 38 56 43 63 48 71 54 78 60 <br />6000 16 12 21 16 26 20 31 24 45 34 51 39 57 44 64 50 71 55 <br />3 <br />3000 NA NA NA NA 54 42 65 50 94 72 107 83 121 93 136 105 151 116 <br />4000 NA NA NA NA 47 36 56 43 81 63 93 72 105 81 118 91 131 101 <br />5000 NA NA NA NA 42 32 50 39 73 56 83 64 94 72 106 81 117 90 <br />6000 NA NA NA NA 38 30 46 35 67 51 76 59 85 66 96 74 107 82 <br />SEISMIC <br />3000 23 16 30 22 37 27 45 32 52 37 59 43 67 48 75 54 84 60 <br />4000 21 15 26 19 32 23 39 28 45 32 52 37 58 42 65 47 73 52 <br />5000 21 15 23 17 29 21 35 25 40 29 46 33 52 37 59 42 65 47 <br />6000 21 15 21 15 27 19 32 23 37 27 42 30 47 34 53 38 59 43 <br />STANDARD ALL OTHERS <br />3000 6 8 10 12 14 16 18 20 22 <br />4000 6 7 9 10 12 14 16 17 19 <br />5000 6 6 8 9 11 12 14 16 17 <br />6000 6 6 7 9 10 11 13 14 16 <br />SEISMIC <br />3000 7 9 11 13 15 17 19 22 24 <br />4000 6 8 10 11 13 15 17 19 21 <br />5000 6 7 9 10 12 14 15 17 19 <br />6000 6 6 8 9 11 12 14 16 17 <br />db <br />db <br />12 <br /> <br />d <br />b <br />COVER >= 2db AND CLR. <br />SPACING >= 4db <br />COVER < db OR CLR. <br />SPACING < 2db <br />STRAIGHT BAR <br />ANCHORED IN SEISMIC <br />FRAME COLOR SHEAR <br />WALL BOUNDARY <br />HOOK ANCHORED IN <br />SEISMIC FRAME COLOR <br />SHEAR WALL BOUNDARY <br />HOOK <br />EMBEDMENT <br />STRAIGHT <br />TENSION <br />EMBEDMENT <br />(CLASS A) <br />DEVELOPMENT <br />TYPE <br />NORMAL <br />WEIGHT <br />CONCRETE <br />f'c PSI <br />111 <br />TYPICAL STRAIGHT & HOOKED EMBEDMENT LENGTH SCHEDULE <br />TYPICAL LAP SPLICES <br />NON-CONTACT LAP <br />CS = CLEAR SPACE <br />STAGGERED SPLICING <br />BAR SPACING <br />3 BAR BUNDLE WITH <br />(dbe) DERIVED FROM <br />THE EQUIVALENT <br />TOTAL AREA OF 2 <br />BARS DETERMINING <br />APPROPRIATE <br />CATEGORY <br />SPLICE OR <br />LAPPING BAR <br />FOR SHEARWALLS, USE LAP CLASS SWL U.N.O. REFER ALSO TO "TYPICAL SHEARWALL <br />LAP DETAILS" & "TYPICAL SHEARWALL BOUNDARY REINFORCING DIAGRAM". <br />1. <br />REINFORCING SPLICE NOTES: <br />2.TOP BARS ARE HORIZ. BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. <br />BOTTOM BARS ARE ALL VERTICAL BARS & HORIZONTAL BARS W/ LESS THAN 12" OF <br />CONCERTE CAST BELOW HORIZONTAL BARS. <br />3. <br />4.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3 . <br />5.FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25 . <br />6.FOR 2 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20 . <br />FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33 . <br />7.FOR BUNDLED BARS, AN EFFECTIVE BAR DIA.(dbe) SHALL BE USED FOR DETERMINING <br />COVER AND SPACING LIMITATIONS. <br />A. FOR 2 BAR BUNDLE dbe = 1.60 (BAR AREA) <br />B. FOR 3 BAR BUNDLE dbe = 1.95 (BAR AREA) <br />2 BUNDLE SPLICE DETAILS <br />BUNDLE LAP SPLICES <br />SEE NOTE 6 <br />ALT. 1 <br />SEE NOTE 6 <br />ALT. 2 <br />3 BUNDLE SPLICE DETAILS <br />SEE NOTE 6 <br />SEE NOTE 6 <br />ALT. 1 <br />ALT. 2 <br />NOTE: BARS SHALL BE BUNDLED W/ NO MORE THAN 2 BARS IN THE SAME PLANE ( , , ). <br />db <br />(B <br />A <br />R <br /> <br />D <br />I <br />A <br />. <br />) <br />BAR <br />AREA (sq.in.)0.11 0.2 0.31 0.44 0.6 0.79 1 1.27 1.56 <br />Diameter db 0.375 0.5 0.625 0.75 0.875 1 1.128 1.27 1.41 <br />CATEGORY DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 <br />TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT <br />CLASS B <br />1 <br />3000 21 16 23 18 28 22 34 26 49 38 56 43 63 49 71 55 79 61 <br />4000 21 16 21 16 25 19 29 23 43 33 49 37 55 42 62 47 68 53 <br />5000 21 16 21 16 22 17 26 20 38 29 44 34 49 38 55 43 61 47 <br />6000 21 16 21 16 21 16 24 19 35 27 40 31 45 34 50 39 56 43 <br />2 <br />3000 28 22 38 29 47 36 56 43 81 63 93 72 105 81 118 91 131 101 <br />4000 25 19 33 25 41 31 49 37 71 54 81 62 91 70 102 79 114 87 <br />5000 22 17 29 23 36 28 44 34 63 49 72 56 81 63 92 71 102 78 <br />6000 21 16 27 21 33 26 40 31 58 45 66 51 74 57 84 64 93 71 <br />3 <br />3000 NA NA NA NA 70 54 84 64 122 94 139 107 157 121 177 136 196 151 <br />4000 NA NA NA NA 61 47 73 56 106 81 121 93 136 105 153 118 170 131 <br />5000 NA NA NA NA 54 42 65 50 95 73 108 83 121 94 137 105 152 117 <br />6000 NA NA NA NA 50 38 59 46 86 67 99 76 111 85 125 96 139 107 <br />CLASS SWL <br />3000 NA NA 48 34 59 43 71 51 83 59 95 68 107 77 120 86 134 96 <br />4000 NA NA 41 20 52 37 62 44 72 52 82 59 93 66 104 75 116 83 <br />5000 NA NA 37 27 46 33 55 40 64 46 74 53 83 59 93 67 104 74 <br />6000 NA NA 34 24 42 30 51 36 59 42 67 48 76 54 85 61 95 68 <br />NOTE: <br />1. USE CLASS SWL LAPS FOR ALL SEISMIC SPLICES LOCATED OUTSIDE FRAME COLUMNS, WALL BOUNDARIES, INCLUDING STRUTS. CHORDS AND DIAPHRAGM REINFORCING. <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />CS CS <br />CS <br />LAP SPLICE LENGTH 'L' <br />SEE SCHEDULE <br />SHOP OFFSET LAP SLOPE <br />1:6 MAX. FOR COLUMNS <br />1:12 MAX. FOR BEAMS <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE <br />LENGTH <br />SPLICE LENGTH SPLICE LENGTH1 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />6" <br /> <br />M <br />A <br />X <br />. <br />3" <br /> <br />M <br />A <br />X <br />. <br />CS <br />COVER >= 2db <br />AND CLR. <br />SPACING >= 4db <br />COVER < db <br />OR CLR. <br />SPACING < 2db <br />ALL OTHERS <br />SEE NOTE 1 <br />BELOW <br />DEVELOPMENT <br />TYPE <br />NORMAL <br />WEIGHT <br />CONCRETE <br />f'c PSI <br />111 <br />TYPICAL REINFORCING GRADE 60 SPLICE SCHEDULE <br />TYPICAL WALL FOOTING <br />CONSTRUCTION JOINT 8BSC311 <br />TY <br />P <br />. <br />5 <br />1 <br />/ <br />2 <br />" <br />CONSTRUCTION JOINT <br />SHEAR KEYS FROM <br />NOTES <br />HEIGHT OF GRADE BEAM. <br />2. NUMBER OF 2x6'S USED FOR SHEAR KEY VARIES BASED ON <br />FTG REINFORCEMENT, SEE PLAN <br />1. JOINT LOCATION SHALL BE PROVIDED BY STRUCTURAL ENGINEER. <br />GR <br />A <br />D <br />E <br /> <br />B <br />M <br />DE <br />P <br />T <br />H <br />CONSTRUCTION JOINT <br />CLASS 'B' SPLICE AT <br />PROVIDE DOWELS FOR <br />2x6'S AS SHOWN <br />PIPE SLEEVES THRU STRIP FTGS. <br />GEN004 <br />CONC WALL <br />MI <br />N <br />. <br />CONC. <br />B PIPE SLEEVE <br />B ELEVATION <br />1'-6" MIN. <br />6" <br /> <br />M <br />I <br />N <br />. <br />NO <br /> <br />P <br />I <br />P <br />E <br />IN <br /> <br />T <br />H <br />I <br />S <br /> <br />H <br />T <br />FTG 2" <br />1" CLR <br />TYP. <br />PLACE A MIN. OF 3 DAYS <br />CONC. OR LEAN CONC. FILL <br />BEFORE PLACING CONC. FTG <br />EXCAVATION <br />A <br />1 <br />2 <br />THIS LINE <br />FTG BELOW <br />PARALLEL TO <br />DO NOT EXCAVATE <br />18" MIN. <br />NOTES: <br />ALL SLEEVES SPACED CLOSER THAN ONE DIA. CLR. <br />10" PER THE TYP. WALL OPNG DET. "GROUPS" OF SLEEVES INCLUDES <br />1. REINFORCE OPNGS FOR SLEEVES OR GROUPS OF SLEEVES LARGER THAN <br />3. SEE MECH. & CIVIL DWGS FOR ADDL REQUIREMENTS AT SLEEVES. <br />SECTION <br />MATCH FTG <br />WIDTH <br />H <br />H/ <br />3 <br />MA <br />X <br />6" <br />2. NO SLEEVE OR GROUP OF SLEEVES LARGER THAN 16". <br />2'-6" MAX HT. PLANTER <br />@ PODIUM SLAB STD_01SC314 <br />1" <br />CL <br />R <br />1'-6" <br />8" <br />MI <br />N <br />2-#4 CONT BOND BEAM <br />NOTE: <br />FOR WATER PROOFING, DRAINAGE, <br />AND INFORMATION NOT SHOWN, <br />SEE ARCH. & LANDSCAPE DRAWINGS. <br />2' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />. <br />REMOVE FACE SHELL AT <br />CELL CONTAINING DOWELS <br />6" OR 8" CMU PLANTER <br />#4 HORIZ. AS SHOWN <br />#4 @ 24" O.C. VERT. <br />SEE ARCH OR <br />TOPPING SLAB <br />WATERPROOFING <br />BY OTHERS <br />PODIUM SLAB <br />CAP, SEE ARCH <br />EQ.EQ. <br />SLOPE TO DRAIN <br />WATERPROOFING <br />BY OTHERS <br />TOPPING SLAB <br />#4 CONT