907 N Dianne St & Unit #2 - Plan

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1. 2. 3. 4. NOTES: IF "A" BAR IS USED, "C" IS BASED UPON ACI CLASS "B" SPLICE PER DETAIL 1, THIS SHEET. WHERE SINGLE LAYER OF REINFORCEMENT OCCURS, BEND BARS AS SHOWN FOR BARS AT OUTSIDE FACE. AT INTERSECTIONS, ALTERNATE BENDS IN EACH DIRECTION. WHERE SPLICES OF DIFFERENCT SIZE BARS OCCUR, CORNER DOWEL SIZE AND LAPS ARE BASED ON LARGER BAR SIZE. "A" BAR 16 D I A . 16 DIA.16 DIA. 16 DIA. "C" "C " CORNER INTERSECTION ALT. CORNER fy (ksi) BAR SIZE TOP BARS OTHER BARS #3 #4 #5 fc = 3,000 psi #6 #7 #8 #9 #10 #11 #11 #14 #14 HOOKED BAR DEVELOPMENT LENGTH (Ldh) TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS fc = 4,000 psi fc = 5,000 psi fc = 6,000 psi fc = 7,000 psi fc = 9,000 psifc = 8,000 psi fc = 10,000 psi 60 75 75 6 8 10 12 14 16 18 20 22 28 38 47 8 10 12 14 16 18 20 22 28 38 47 7 9 10 12 14 15 17 19 24 33 41 7 9 10 12 14 15 17 19 24 33 41 6 8 9 11 12 14 16 17 21 29 36 8 9 11 12 14 16 17 21 29 36 7 9 10 11 13 14 16 20 27 33 7 9 10 11 13 14 16 20 27 33 7 8 9 11 12 13 15 18 25 31 7 8 9 11 12 13 15 18 25 31 6 8 9 10 11 12 14 17 23 29 8 9 10 11 12 14 17 23 29 7 8 9 10 12 13 16 22 27 7 8 9 10 12 13 16 22 27 7 8 9 10 11 12 15 21 26 7 8 9 10 11 12 15 21 26 60 60 60 60 60 60 60 60 60 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 fy (ksi) BAR SIZE TOP BARS OTHER BARS #3 #4 #5 fc = 3,000 psi #6 #7 #8 #9 #10 #11 #11 #14 #14 BAR DEVELOPMENT LENGTH (Ld) TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS fc = 4,000 psi fc = 5,000 psi fc = 6,000 psi fc = 7,000 psi fc = 9,000 psifc = 8,000 psi fc = 10,000 psi 60 75 75 33 43 54 65 94 107 121 136 151 189 181 227 33 42 50 72 83 93 105 116 145 140 174 37 47 56 81 93 105 118 131 164 157 196 29 36 43 63 72 81 91 101 126 121 151 34 42 50 73 83 94 106 117 146 141 176 32 39 56 64 72 81 90 113 108 135 38 46 67 76 86 96 107 134 128 160 30 35 51 59 66 74 82 103 99 123 35 42 62 70 79 89 99 124 119 148 27 33 48 54 61 69 76 95 92 114 33 40 58 66 74 84 93 116 111 139 31 45 51 57 64 71 89 86 107 37 54 62 70 79 87 109 105 131 29 42 48 54 61 67 84 81 101 36 52 59 66 75 83 104 100 124 27 40 45 51 58 64 80 77 96 60 60 60 60 60 60 60 60 60 25 28 22 25 20 23 18 21 17 20 16 19 15 18 14 26 31 24 28 22 27 21 25 19 24 18 26 31 24 30 23 fy (ksi) BAR SIZE TOP BARS OTHER BARS #3 #4 #5 fc = 3,000 psi #6 #7 #8 #9 #10 #11 #11 #14 BAR LAP SPLICE LENGTH TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS TOP BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS OTHER BARS fc = 4,000 psi fc = 5,000 psi fc = 6,000 psi fc = 7,000 psi fc = 9,000 psifc = 8,000 psi fc = 10,000 psi 60 75 43 56 70 85 122 139 157 177 196 246 43 55 65 94 108 121 137 151 189 48 61 73 105 121 13 7153 170 213 38 47 56 82 94 105 118 131 164 44 55 65 94 108 122 138 152 190 42 51 73 83 94 105 117 147 49 60 87 99 112 125 139 174 39 46 66 77 86 96 107 134 46 55 81 91 103 116 129 161 35 43 62 70 79 90 99 124 43 52 75 86 96 109 121 151 40 59 66 74 83 92 116 48 70 81 91 103 113 142 38 55 62 70 79 87 109 47 68 77 86 98 108 135 35 52 59 66 75 83 104 60 60 60 60 60 60 60 60 33 36 29 33 26 30 23 27 22 26 21 25 20 23 18 34 40 31 36 29 35 27 33 25 31 23 34 40 31 39 30 USE MECHANICAL SPLICE 1. 2. 3. 4. 5. 6. 7. 8. NOTES: TABULATED VALUES IN INCHES FOR NORMAL CONCRETE AND UNCOATED REINFORCING STEEL, FOR LIGHTWEIGHT CONCRETE INCREASE LENGTHS BY 30% FOR EPOXY COATED INCREASE LENGTHS BY 50%. TABULATED LAP SPLICE LENGTHS ARE FOR CLASS "B" SPLICES AS DEFINED IN ACI 318.9 FOR CLASS A SPLICES REDUCE LENGTH BY 30%. CLASS A SPLICES MAY BE USED WHEN SPECIFICALLY CALLED ON DRAWINGS AND IF ONE HALF OR LESS OF THE TOTAL NUMBER OF BARS ARE SPLICED WITHIN THE REQUIRED LAP LENGTH. BAR DEVELOPMENT LENGTHS AND SPLICE LENGTHS OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE INCREASED BY 20% FOR A 3-BAR BUNDLE AND 33% FOR A 4-BAR BUNDLE. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. FOR COMPRESSION LAP SPLICE LENGTH (ONLY WHERE INDICATED ON DRAWINGS) USE 30 BAR DIAMETER, NOT LESS THAN 12". MECHANICAL SPLICES MAY BE USED AT CONTRACTOR'S OPTION. MECHANICAL SPLICES SHALL BE TYPE 2 AS DEFINED IN ACI 318 AND SHALL DEVELOP IN TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH (Fy) OF THE SPLICED BAR. WHERE MECHANICAL SPLICES ARE USED, STAGGER ADJACENT SPLICES BY 24" O.C. THE SMALLER BAR SPLICE LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS. Ld h 12d CRITICAL CONCRETE PLANE MINIMUM BEND DIAMETERS: D=6d FOR #3 TO #8 D=8d FOR #9 TO #11 D=10d FOR #14 TO #18 MINIMUM BEND DIAMETERS: D=4d FOR #3 TO #5 D=6d FOR #6 TO #8 CRITICAL CONCRETE PLANE L L WIRE TIES TYPICAL 2 1 / 2 " M i n . 4d O R L d h 12d FOR #6 TO #8 6d FOR #3 TO #5 NOTE: ALL FOOTINGS POURED AGAINST EARTH ARE SUBJECT TO APPROVAL OF SOIL AND STRUCTURAL ENGINEERS AND MUST BE CONSTRUCTED IN THE MANNER SHOWN UNLESS SPECIFICALLY NOTED OTHERWISE CONST. JOINT PER TYP. DETAIL FUTURE SLAB 6" MIN. CONT. CLEAN - OUT EA. SIDE STAKES NOT PERMITTED WITHIN FOOTING AREA FUTURE WALL FORM FOR 1 1/2" MIN. STARTER WALL REQUIRED. SCREED TOP LEVEL. AFTER CONCRETE HAS SET REMOVE LAITANCE AND SCUM FROM CONSTRUCTION JOINT. PROVIDE EDGE PLANK TO PREVENT RAVELLING DURING CONCRETE PLACEMENT CUT BACK SPALL NEAT CUT TRENCH NO FORMWORK PERMITTED BELOW GRADE UNLESS FULLY FORMED FORMWORK SPECIFICATION APPLICABLE * -FOOTINGH WIDTH AS SHOWN ON DRAWINGS + 2" 1. 2. 3. 4. 5. NOTES: SLABS SHALL BE PLACED IN LONGITUDINAL STRIPS OR SECTIONS HAVING A MAXIMUM WIDTH OF 20'-0". SLABS SHALL BE SUBDIVIDED BY CONTROL JOINTS HAVING A MAXIMUM SPACING OF 15'-0". CONTROL JOINTS TO BE PERPENDICULAR TO CONSTRUCTION JOINTS. REINFORCING SHALL BE SECUREDLY PLACED IN MIDDLE OF SLAB. CURING SHALL BE MAINTAINED PER WRITTEN SPECIFICATIONS. 1-1/2" x 3-1/2" CONTINUOUS KEY TRANSVERSE CONTROL JOINT LONGITUDINAL CONSTRUCTION JOINT CONCRETE PLACED FIRST SHOWN HATCHED DEEP "V" CUT JOINT OR SAW CUT WITHIN SEVEN TO TWENTY HOURS AFTER PLACEMENT CONSTRUCTION JOINT 3/ 4 " CONSTRUCTION JOINT 4" . 4" . 3/ 4 " 8" 1' - 0"DEEP "V" CUT JOINT OR SAW CUT WITHIN SEVEN TO TWENTY HOURS AFTER PLACEMENT NOT TO SCALE 4 Concrete Wall Corners NOT TO SCALE 1 Tension Lap Splice & Embedment Length in Concrete NOT TO SCALE 8 Footing Form Against Soil PAGE # NOTES AS NOTEDSCALE: DATE: PHONE: 323-448-4682 TY P I C A L D E T A I L S AT T A C H E D A D U 90 7 D I A N N E S T , SA N T A A N A , C A 9 2 7 0 1 04/28/2025 NOT TO SCALE 2 Typical Slab on Grade Joints S-003 DIGITALLY STAMPED AND SIGNED 8.19.2024 EXP: 9.30.2025