Office Tower, Structural Detail — Kuwait DWG Detail for AutoCAD

Office tower

Drawing labels, details, and other text information extracted from the CAD file:

ssl, width, depth, bottom, left, right, size, spacing, remarks, column mark, bottom of column, main bars -, column dia, core wall, side, typical detail of reinforcement in, bottom slab reinforcement, lap, detail – b, detail – a, vertical bar size, of ties, bar dia, reinforcement as per contract, drg., revised reinforcement, substitution for bars, ties, main bars, ldc, refer table, dowels, shear key, typical detail for kicker, kicker, void, s.o.l., type a, type, tos, beam schedule, mark, bottom reinforcement, left top reinforcement, right top reinforcement, shear reinforcement, refer to ground floor for setting out of slab opening., step in slab., notes:, indicates bottom bars., indicates top bars., legend, bars to be placed, as per column schedule, c.j at top of column, c.j at bottom of column, see table, typical detail for, beam column junction, inclination, level, beam reinft., at gf. level, notes:-, date, rev, transmittal no, key plan, north, legend:, t.o.s – top of slab, t.o.b – top of beam, c.j – construction joint, typ. – typical, as built, drawing

Raw text data extracted from CAD file:

\A1;1450 DIA \A1;1450 DIA \A1;S/2 \A1;S/2 \A1;S \A1;150 \A1;S \A1;150 \A1;INCLINATION A2 (IN DEGREE) \A1;H2 \A1;S \A1;S/2 \A1;S/2 \A1;S \A1;S/2 \A1;S/2 \A1;INCLINATION A1 (IN DEGREE) \A1;SLAB/BEAM \A1;SLAB/BEAM \A1;H1 \A1;SEE SCHEDULE(DIA) \A1;100 (MIN) (TYP.) 200 SLAB 200 SLAB \A1;LAP \A1;BAR DIA \A1;1450 DIA \A1;1450 DIA \A1;1450 DIA \A1;1450 DIA \A1;1450 DIA \A1;1450 DIA \A1;1450 DIA \A1;1450 DIA \A1;REFER TABLE \A1;40MM (TO TIES) \A1;REFER TABLE \A1;40MM (TO TIES) \A1;REFER TABLE \A1;40MM (TO TIES) \A1;REFER TABLE \A1;40MM (TO TIES) \A1;REFER TABLE \A1;40MM (TO TIES) \A1;REFER TABLE \A1;40MM (TO TIES) \A1;150 \A1;75 \A1;DIA/3 \A1;DIA/3 \A1;SLAB/BEAM \A1;SEE SCHEDULE (DIA) \A1;150 \A1;75 \A1;DIA/3 \A1;DIA/3 \A1;INCLINATION (REFER TABLE) \A1;SLAB/BEAM \A1;SEE SCHEDULE (DIA) \A1;DIA/3 \A1;DIA/3 \A1;SEE SCHEDULE(DIA) \A1;S/2 \A1;S/2 \A1;S \A1;150 \A1;S/2 \A1;S/2 \A1;S \A1;150 \A1;H3 \A1;150 \A1;INCLINATION A4 (IN DEGREE) \A1;H4 \A1;S \A1;S/2 \A1;S/2 \A1;S/2 \A1;S/2 \A1;S/2 \A1;S/2 \A1;INCLINATION A2 (IN DEGREE) \A1;INCLINATION A3 (IN DEGREE) \A1;SLAB/BEAM \A1;SLAB/BEAM \A1;H2 \A1;SLAB/BEAM SSL +00.000 0.000 0.000 P H 10T20@200 10T20@200 \A1;R46115 \A1;R46843 \A1;1400 \A1;10615 \A1;R46941 1B1 WIDTH DEPTH BOTTOM LEFT RIGHT SIZE SPACING REMARKS WPO West E = 498695.466 N = 3250935.860 WPO East E = 498732.049 N = 3250937.703 SOPO2 E = 498715.223 N = 3250907.707 SOPO1 E = 498712.540 N= 3250960.945 5 5 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 202 201 201 202 SEE ARCH AT-020 SEE ARCH AT-020 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 – 1 – \A1;74.251° \A1;64.35° \A1;7.8° \A1;7.8° \A1;9.75° \A1;9.75° \A1;9.75° \A1;7.8° \A1;7.8° \A1;9° \A1;9° \A1;11.25° \A1;11.25° \A1;9° \A1;9° \A1;11.25° 10T20@200 10T20@200 10T20@200 0.000 0.000 0.000 0.000 +0.10m 10T20@200 P +0.10m 200 SLAB \A1;R42980 \A1;R46941 \A1;300 \A1; \A1;10615 \A1;100 \A1;100 \A1;100 \A1;100 \A1;300 \A1;4165 \A1;3985 \A1;1000 \A1;7115 \A1;7130 \A1;1000 \A1;1600 \A1;100 \A1;100 \A1;* \A1;* \A1;1655 \A1;* \A1;* \A1;300 \A1;300 \A1;300 \A1;300 \A1;EQ \A1;EQ \A1;2105 \A1;* \A1;* \A1;* \A1;* \A1;815 \A1;* \A1;* \A1;* \A1;* \A1;1150 \A1;300 \A1;300 \A1;200 \A1;150 \A1;845 \A1;1100 \A1;1200 \A1;347 \A1;1075 \A1;1000 \A1;500 \A1;1000 \A1;500 \A1;1000 \A1;500 \A1; \A1;10615 \A1;100 \A1;100 \A1;100 \A1;100 \A1;300 \A1;4165 \A1;3985 \A1;1000 \A1;7115 \A1;7130 \A1;1000 \A1;R42980 \A1;R46941 \A1;300 \A1;1600 \A1;100 \A1;100 \A1;* \A1;* \A1;1655 \A1;* \A1;* \A1;300 \A1;300 \A1;300 \A1;300 \A1;EQ \A1;EQ \A1;2105 \A1;* \A1;* \A1;* \A1;* \A1;815 \A1;* \A1;* \A1;* \A1;* \A1;1150 \A1;300 \A1;300 \A1;200 \A1;150 \A1;845 \A1;1100 \A1;1200 \A1;347 \A1;1075 \A1;1000 \A1;500 \A1;1000 \A1;500 \A1;1000 \A1;500 \A1;1450 DIA \A1;1450 DIA \A1;REFER TABLE \A1;40MM (TO TIES) \A1;REFER TABLE \A1;40MM (TO TIES) \A1;1000 \A1;1450 DIA \A1;SEE TABLE \A1;40MM (TO TIES) \A1;600 \A1;1450 DIA \A1;SEE TABLE \A1;99 \A1;40MM (TO TIES) \A1;Ld \A1;1000 \A1;1450 DIA \A1;SEE TABLE \A1;40MM (TO TIES) \A1;Ld \A1;H1 (REFER TABLE) \A1;H2 \A1;H1 (REFER TABLE) \A1;H2 \A1;INCLINATION (REFER TABLE) \A1;Ld COLUMN MARK C101 5 +13.600 LEVEL TO MEZZANINE 2 C.J AT TOP OF SLAB/BEAM BOTTOM OF COLUMN C.J AT BOTTOM OF SLAB/BEAM +18.380 +19.380 +13.600 MAIN BARS – TIES – 17 Nos, T10 (LAPS STAGGERED) NOTE: IN C101 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION \LCOLUMN SCHEDULE FROM LEVEL GF TO M4 \A1;BEAM TIEBM3B – 1000X1000 C.J AT TOP OF SLAB/BEAM BOTTOM OF COLUMN C.J AT BOTTOM OF SLAB/BEAM +18.380 +19.380 +13.600 C108 5 MAIN BARS – TIES -17 Nos, T10 (LAPS STAGGERED) NOTE: IN C108 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION \A1;BEAM TIEBM3G – 1000X1000 \A1;BEAM TIEBM3C – 1000X1000 GF S/2 S/2 S COLUMN DIA REFER SCHEDULE (TYP.) CORE WALL SIDE CJ TYPICAL DETAIL OF REINFORCEMENT IN CIRCULAR COLUMNS C101 AND C108 5 CJ TOS/TOB H1 S CORE WALL SIDE CJ M2 5 INCLINATION A2 (IN DEGREE) TOS/TOB H2 BOTTOM SLAB REINFORCEMENT BOTTOM SLAB REINFORCEMENT S S/2 S/2 SEE SCHEDULE(DIA) S S/2 S/2 INCLINATION A1 (IN DEGREE) SLAB/BEAM SLAB/BEAM CJ SCALE 1:25 LAP (REFER TABLE) (TYP.) 100 (MIN) (TYP.) LAP (REFER TABLE) (TYP.) DETAIL – B DETAIL – A T32 VERTICAL BAR SIZE SIZE AND SPACING(S) 410 \LCOLUMN TIE SCHEDULE OF TIES T10 T10 BAR DIA 356 \LTABLE FOR LAP LENGTH FOR CIRCULAR \LTIES FOR COLUMNSFOR COLUMNS LAP (AS PER ACI318, CLAUSE12.2) LAP BAR DIA COLUMN MARK C101 MEZZANINE 2 TO MEZZANINE 3 C.J AT TOP OF SLAB/BEAM BOTTOM OF COLUMN C.J AT BOTTOM OF SLAB/BEAM +23.580 +24.780 +19.380 MAIN BARS – 40 Nos,T32 LENGTH = 6450 TIES – 19 Nos, T10 NOTE: IN C101 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION \A1;BEAM TGB30 – 500×800 C.J AT TOP OF SLAB/BEAM BOTTOM OF COLUMN C.J AT BOTTOM OF SLAB/BEAM +23.580 +24.780 +19.380 C108 MAIN BARS – 40 Nos,T32 LENGTH = 6450 TIES -19 Nos, T10 NOTE: IN C108 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION C101 MEZZANINE 3 TO MEZZANINE 4 C.J AT TOP OF SLAB/BEAM BOTTOM OF COLUMN C.J AT BOTTOM OF SLAB/BEAM +28.980 +30.180 +24.780 MAIN BARS – 40 Nos,T32 LENGTH = 6450 TIES – 19 Nos, T10 NOTE: IN C101 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION C.J AT TOP OF SLAB/BEAM BOTTOM OF COLUMN C.J AT BOTTOM OF SLAB/BEAM +28.980 +30.180 +24.780 C108 MAIN BARS – 40 Nos,T32 LENGTH = 6450 TIES – 19 Nos, T10 NOTE: IN C108 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION 5 5 5 5 5 5 5 5 \A1;TIEBM 1C – 1650X1200 \A1;TIEBM 1C – 1650X1200 C101 AND C108 36 NOS – T32 REINFORCEMENT AS PER CONTRACT DRG. (USING REBAR BS4449, GRADE 460) REVISED REINFORCEMENT (USING REBAR ASTM A615, GRADE 60) \W1.04279; COLUMN \W2.04279; MARK 40 NOS – T32 SUBSTITUTION FOR BARS TIES \W1.42374; DIA OF \W1.04279; COLUMN 1450 T10 @ 450 T10 @ 410 REINFORCEMENT AS PER CONTRACT DRG. (USING REBAR BS4449, GRADE 460) REVISED REINFORCEMENT (USING REBAR ASTM A615, GRADE 60) MAIN BARS C101 AND C108 54 NOS – T32 60 NOS – T32 1450 T10 @ 450 T10 @ 410 \W1.85231; LEVEL GF TO M2 M2 TO M4 T32 BAR DIA \LTABLE FOR COMPRESSION LAP LENGTH(L)FOR COMPRESSION LAP LENGTH(L) \fArial|b1|i0|c0|p34;\L AND COMPRESSION ANCHORAGE LENGTH(ldc) LAP(L) 955 D 544 ldc 578 REFER TABLE 40MM (TO TIES) REFER TABLE 40MM (TO TIES) REFER TABLE 40MM (TO TIES) REFER TABLE 40MM (TO TIES) REFER TABLE 40MM (TO TIES) DOWELS 10 Nos. T32 LENGTH = 2170 HATCHED BARS ARE TO BE TERMINATED 30 Nos T32 REFER TABLE 40MM (TO TIES) DOWELS 10 Nos. T32 LENGTH = 2170 HATCHED BARS ARE TO BE TERMINATED 30 Nos T32 5 SHEAR KEY 5 DIA/3 DIA/3 DIA/3 DETAIL – A TYPICAL DETAIL FOR KICKER (REINFORCEMENT NOT SHOWN FOR CLARITY) KICKER SLAB/BEAM CJ SEE SCHEDULE (DIA) TOS/TOB SCALE 1:50 5 SHEAR KEY 5 DIA/3 DIA/3 DIA/3 DETAIL – B TYPICAL DETAIL FOR KICKER (REINFORCEMENT NOT SHOWN FOR CLARITY) KICKER INCLINATION (REFER TABLE) SLAB/BEAM CJ TOS/TOB SCALE 1:50 SEE SCHEDULE (DIA) M2 S/2 S/2 S COLUMN DIA REFER SCHEDULE (TYP.) CORE WALL SIDE 5 CJ TOS/TOB H2 CJ M3 S/2 S/2 S CORE WALL SIDE 5 TOS/TOB H3 CJ M4 5 INCLINATION A4 (IN DEGREE) TOS/TOB H4 COLUMN DIA REFER SCHEDULE (TYP.) S S/2 S/2 S/2 S/2 S/2 S/2 INCLINATION A2 (IN DEGREE) INCLINATION A3 (IN DEGREE) SLAB/BEAM SLAB/BEAM SLAB/BEAM CJ CJ LAP (REFER TABLE) (TYP.) DETAIL – B DETAIL – B DETAIL – B SEE SCHEDULE(DIA) BOTTOM SLAB REINFORCEMENT BOTTOM SLAB REINFORCEMENT BOTTOM SLAB REINFORCEMENT CJ \A1;R44657 \A1;R47211 300 PT SLAB 108 107 106 105 104 103 102 101 202 201 201 202 TGB4 TGB5 TGB2 TGB1 VOID TGB27 (600X800) TGB28 (600X800) TGB30 (600X800) TGB27 (600X800) 1320 DP EDGE BEAM TGB28 (600X800) C101 C103 C106 C108 116 115 114 113 112 111 110 109 202 201 201 202 S.O.L. S.O.L. TGB9 TGB10 TGB8 TGB8 TGB8 TGB11 TGB12 TGB13 TGB2 TGB1 TGB4 TGB5 275 PT SLAB 275 PT SLAB \A1;R47076 \A1;R43777 H H H H TYPE A TYPE A TYPE A TYPE A TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TGB30 500X800 TGB32 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TIEBM3 1000X1000 TGB27 600X800 TGB28 600X800 TGB28 600X800 TGB27 600X800 TGB29 TGB29 TGB28 600X800 TGB32 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 600 RC WALL TOS +00.000 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 600 RC WALL 105 102 103 104 106 107 108 101 109 110 111 112 113 114 115 116 202 201 202 201 5 5 \W9.81754; \fArial|b1|i0|c0|p34;\H0.35854x;\LKEY PLAN AT GF 5 GB2 1000×1000 GB3 1000×1000 GB8 1000×1000 GB14 250×1250 GB35 600×850 GB35 600×850 GB35 600×850 GB35 600×850 GB35 600×850 TOS +00.000 +00.000 +00.000 GB7 1000×1000 GB6 1000×1000 GB5 1000×1000 GB4 1000×1000 GB1 1000×1000 GB11 800×1200 GB16 800×1250 GB15 800×1250 GB34 GB33 GB33 GB33 GB61 GB34 GB33 GB34 GB34 GB61 S.O.L. S.O.L. 5 +24.780 +24.780 275 PT SLAB (TYP. U.N.O.) (TYP. U.N.O.) 275 PT SLAB R46941 TYPE A TYPE A TYPE A TYPE A TGB9 TGB10 TGB8 TGB8 TGB8 TGB11 TGB12 TGB13 TGB2 TGB1 TGB4 TGB5 TGB30 500X800 TGB27 TGB35 TGB35 TGB27 TGB29 TGB29 TGB35 TGB29 TGB29 TGB29 TGB29 BRIDGE??? 202 201 201 202 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 S.O.L. S.O.L. +30.180 +30.180 250 PT SLAB (TYP. U.N.O.) 250 PT SLAB TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 TIEBM1 1200×1200 TIEBM1 1200×1200 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 202 201 201 202 TGB27 TGB28 TGB27 TGB29 TGB28 TGB29 TGB27 TGB27 \LKEY PLANS FOR TOWER COLUMNSPLANS FOR TOWER COLUMNS \LC101 AND C108AND C108 \W9.90612; \fArial|b1|i0|c0|p34;\H0.35854x;\LKEY PLAN AT MEZZANINE 1 \W9.87240; \LKEY PLAN AT MEZZANINE 2PLAN AT MEZZANINE 2 \W9.87025; \fArial|b1|i0|c0|p34;\H0.35854x;\LKEY PLAN AT MEZZANINE 3 \W9.86424; \fArial|b1|i0|c0|p34;\H0.35854x;\LKEY PLAN AT MEZZANINE 4 C109 C110 C111 C112 C113 C114 C115 C116 C109 C110 C111 C112 C113 C114 C115 C116 C109 C110 C111 C112 C113 C114 C115 C116 C109 C110 C111 C112 C113 C114 C115 C116 C101 C108 C101 C101 C108 C108 C103 C106 C103 C106 C103 C106 600 TO FACE OF COL. TYP. S.O.L. S.O.L. 5 5 5 5 5 5 5 5 5 5 5 5 BEAM SCHEDULE MARK WIDTH DEPTH BOTTOM REINFORCEMENT LEFT TOP REINFORCEMENT RIGHT TOP REINFORCEMENT SIZE SPACING & No. OF LEGS @ EACH END REMARKS SHEAR REINFORCEMENT TGB1 400 500 3T32 2T25 2T25 T10 200 – TGB2 400 500/650 3T32 2T25 2T25 T10 200 – TGB3 400 500 3T25 2T20 2T20 T10 200 – TGB4 400 500 3T25 2T20 2T20 T10 200 – TGB5 400 500 3T25 2T20 2T20 T10 200 – +24.780 +24.780 200 RC SLAB 200 RC SLAB 300 RC SLAB (TYP. U.N.O.) (TYP. U.N.O.) 300 RC SLAB TGB8 225 500 3T32 2T25 2T25 T10 200 – TGB9 225 500 2T25 2T20 2T20 T10 200 – TGB10 225 500 2T25 2T20 2T20 T10 150 – TGB11 400 500 3T25 3T25 3T25 T10 150 – TGB12 400 500 3T25 3T25 3T25 T10 150 – TGB13 225 500 3T32 2T25 2T25 T10 200 – R42980 R46941 5 600 TO FACE OF COL. TYP. TYPE A TYPE A TYPE A TYPE A TGB9 TGB10 TGB8 TGB8 TGB8 TGB11 TGB12 TGB13 TGB2 TGB1 TGB5 +0.050m +0.050m +0.050m +0.050m ~8 LANDING SLAB LANDING. 850Wx1600H OPENING 850Wx1600H OPENING 5 \A1;\S1#2; LANDING SLAB. 5 5 1400×750 OPENING @ H.L. (TYPICAL L01 -L56 U.N.O.). \U+2104 OPEN’GS. (TYPICAL U.N.O.). @ H.L. L01-L56 1000×750 OPENING * * 5 * * 5 5 5 5 EQ EQ 5 * * * * TYPE A 5 * * * * 5 5 5 +0.050m 5 5 TGB4 TGB30 500 800 5T32 5T20 5T20 T12 225 4T20 E.F. (CONT.) TGB31 500 800 5T32 5T20 5T20 T12 225 4T20 E.F. (CONT.) TGB32 400 500 4T25 4T20 4T20 T10 300 – TGB30 TGB31 TGB32 TGB27 TGB35 TGB35 TGB29 TGB29 TGB27 600 800 5T32 5T20 5T20 T12 200 4T20 E.F. (CONT.) TGB28 600 800 5T32 5T20 5T20 T12 225 4T20 E.F. (CONT.) TGB29 400 500 4T25 4T20 4T20 T10 300 – TGB35 REFER TO GROUND FLOOR FOR SETTING OUT OF SLAB OPENING. TGB29 845 1100 5 BRIDGE??? 5 5 A SC-4501 B SC-4503 STEP IN SLAB. PROVIDE ADD’L @ EL. +27.530 LANDING SLAB. PROVIDE ADD’L @ EL. +27.530 LANDING SLAB. REFER TO SC-1010 FOR TYPICAL PART PLAN OF MEZZANINE INTERMEDIATE LANDINGS. TGB36 5 5 5 5 TGB34 5 5 TGB33 800 1200 6T32 6T25 6T25 T12 200 4T20 E.F. (CONT.) TGB34 1200 1200 8T32 6T25 6T25 T12 200 4T20 E.F. (CONT.) T16@150 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 4T16 B ADD. T16@150 T&B NOTES: 1. MINIMUM SLAB REINF. FOR SLABS OUTSIDE THE CORE: \W0.89076; 1.1. PROVIDE T16@150 MAX. T&B \W0.89076; EACHWAY CONTINUOUS \W0.89076; EVERYWHERE, TYPICAL U.N.O. \W0.89076; HOOK REBARS AT EDGES, \W0.89076; OPENINGS AND DISCONTINUITIES \W0.89076; AS PER ACI TYPICAL. \W0.89076; 1.2. PROVIDE ADDITIONAL REBARS AS \W0.89076; INDICATED ON PLANS. \W0.89076; 1.3. EXTEND TOP BEAM REINF. TO \W0.89076; EDGE OF SLAB, TYPICAL FOR ALL \W0.89076; BEAMS. \W0.89076; 1.4. OVER COLUMN REGIONS, \W0.89076; COORDINATE MESH SPACING WITH \W0.89076; COLUMN REBAR LAYOUT. \W0.89076; TIGHTER MESH MAYBE REQUIRED \W0.89076; IN THESE ZONES. \W0.89076; 1.5. ADDITIONAL BOTTOM REBAR \W0.89076; LENGTH TO BE EQUAL TO FULL \W0.89076; SPAN SPACING AT 300 MM TYP. \W0.89076; 1.6. ADDITIONAL TOP REBAR LENGTH \W0.89076; TO BE EQUAL TO 1/3 OF SPAN. \W1.17647; 2. MINIMUM SLAB REINF. FOR SLABS WITHIN THE CORE: \W1.03361; 2.1. REFER TO DRAWING SC-8010 TGB33 TGB33 TGB33 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 4T16 T ADD. 4T16 T ADD. 4T16 T ADD. 4T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 6T16 B ADD. 6T16 B ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. INDICATES BOTTOM BARS. INDICATES TOP BARS. LEGEND TGB27 TGB35 700 1000 6T32 6T25 6T25 T12 200 4T20 E.F. (CONT.) TGB36 800 1200 10T32 8T25 8T25 T12 150 4T20 E.F. (CONT.) 600 TO FACE OF COL. TYP. S.O.L. S.O.L. 5 5 5 5 5 5 5 5 5 5 5 5 BEAM SCHEDULE MARK WIDTH DEPTH BOTTOM REINFORCEMENT LEFT TOP REINFORCEMENT RIGHT TOP REINFORCEMENT SIZE SPACING & No. OF LEGS @ EACH END REMARKS SHEAR REINFORCEMENT TGB1 400 500 3T32 2T25 2T25 T10 200 – TGB2 400 500/650 3T32 2T25 2T25 T10 200 – TGB3 400 500 3T25 2T20 2T20 T10 200 – TGB4 400 500 3T25 2T20 2T20 T10 200 – TGB5 400 500 3T25 2T20 2T20 T10 200 – +24.780 +24.780 200 RC SLAB 200 RC SLAB 300 RC SLAB (TYP. U.N.O.) (TYP. U.N.O.) 300 RC SLAB TGB8 225 500 3T32 2T25 2T25 T10 200 – TGB9 225 500 2T25 2T20 2T20 T10 200 – TGB10 225 500 2T25 2T20 2T20 T10 150 – TGB11 400 500 3T25 3T25 3T25 T10 150 – TGB12 400 500 3T25 3T25 3T25 T10 150 – TGB13 225 500 3T32 2T25 2T25 T10 200 – R42980 R46941 5 600 TO FACE OF COL. TYP. TYPE A TYPE A TYPE A TYPE A TGB9 TGB10 TGB8 TGB8 TGB8 TGB11 TGB12 TGB13 TGB2 TGB1 TGB5 +0.050m +0.050m +0.050m +0.050m ~8 LANDING SLAB LANDING. 850Wx1600H OPENING 850Wx1600H OPENING 5 \A1;\S1#2; LANDING SLAB. 5 5 1400×750 OPENING @ H.L. (TYPICAL L01 -L56 U.N.O.). \U+2104 OPEN’GS. (TYPICAL U.N.O.). @ H.L. L01-L56 1000×750 OPENING * * 5 * * 5 5 5 5 EQ EQ 5 * * * * TYPE A 5 * * * * 5 5 5 +0.050m 5 5 TGB4 TGB30 500 800 5T32 5T20 5T20 T12 225 4T20 E.F. (CONT.) TGB31 500 800 5T32 5T20 5T20 T12 225 4T20 E.F. (CONT.) TGB32 400 500 4T25 4T20 4T20 T10 300 – TGB30 TGB31 TGB32 TGB27 TGB35 TGB35 TGB29 TGB29 TGB27 600 800 5T32 5T20 5T20 T12 200 4T20 E.F. (CONT.) TGB28 600 800 5T32 5T20 5T20 T12 225 4T20 E.F. (CONT.) TGB29 400 500 4T25 4T20 4T20 T10 300 – TGB35 REFER TO GROUND FLOOR FOR SETTING OUT OF SLAB OPENING. TGB29 845 1100 5 BRIDGE??? 5 5 A SC-4501 B SC-4503 STEP IN SLAB. PROVIDE ADD’L @ EL. +27.530 LANDING SLAB. PROVIDE ADD’L @ EL. +27.530 LANDING SLAB. REFER TO SC-1010 FOR TYPICAL PART PLAN OF MEZZANINE INTERMEDIATE LANDINGS. TGB36 5 5 5 5 TGB34 5 5 TGB33 800 1200 6T32 6T25 6T25 T12 200 4T20 E.F. (CONT.) TGB34 1200 1200 8T32 6T25 6T25 T12 200 4T20 E.F. (CONT.) T16@150 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 2T25 T&B 4T16 B ADD. T16@150 T&B NOTES: 1. MINIMUM SLAB REINF. FOR SLABS OUTSIDE THE CORE: \W0.89076; 1.1. PROVIDE T16@150 MAX. T&B \W0.89076; EACHWAY CONTINUOUS \W0.89076; EVERYWHERE, TYPICAL U.N.O. \W0.89076; HOOK REBARS AT EDGES, \W0.89076; OPENINGS AND DISCONTINUITIES \W0.89076; AS PER ACI TYPICAL. \W0.89076; 1.2. PROVIDE ADDITIONAL REBARS AS \W0.89076; INDICATED ON PLANS. \W0.89076; 1.3. EXTEND TOP BEAM REINF. TO \W0.89076; EDGE OF SLAB, TYPICAL FOR ALL \W0.89076; BEAMS. \W0.89076; 1.4. OVER COLUMN REGIONS, \W0.89076; COORDINATE MESH SPACING WITH \W0.89076; COLUMN REBAR LAYOUT. \W0.89076; TIGHTER MESH MAYBE REQUIRED \W0.89076; IN THESE ZONES. \W0.89076; 1.5. ADDITIONAL BOTTOM REBAR \W0.89076; LENGTH TO BE EQUAL TO FULL \W0.89076; SPAN SPACING AT 300 MM TYP. \W0.89076; 1.6. ADDITIONAL TOP REBAR LENGTH \W0.89076; TO BE EQUAL TO 1/3 OF SPAN. \W1.17647; 2. MINIMUM SLAB REINF. FOR SLABS WITHIN THE CORE: \W1.03361; 2.1. REFER TO DRAWING SC-8010 TGB33 TGB33 TGB33 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 4T16 T ADD. 4T16 T ADD. 4T16 T ADD. 4T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. 6T16 B ADD. 6T16 B ADD. 3T16 T ADD. 3T16 T ADD. 3T16 T ADD. INDICATES BOTTOM BARS. INDICATES TOP BARS. LEGEND TGB27 TGB35 700 1000 6T32 6T25 6T25 T12 200 4T20 E.F. (CONT.) TGB36 800 1200 10T32 8T25 8T25 T12 150 4T20 E.F. (CONT.) TGB36 TGB33 TGB33 800×1200 TGB33 TGB31 TGB32 TGB34 1200×1200 \A1;BEAM TGB34 – 1200X1200 \A1;BEAM TGB33 – 800X1200 BARS TO BE PLACED AS PER COLUMN SCHEDULE DOWELS GROUNDFLOOR TO MEZZANINE2 TYPICAL DETAIL OF REINFORCEMENT IN CIRCULAR COLUMNS C101 AND C108 SCALE 1:25 MEZZANINE 2 TO MEZZANINE 4 COLUMN MARK C101 5 GROUNDFLOOR TO +13.600 LEVEL C.J AT TOP OF COLUMN C.J AT BOTTOM OF COLUMN +13.600 +8.480 MAIN BARS – 60 Nos,T32 LENGTH = 6000 TIES – 16 Nos, T10 (LAPS STAGGERED) NOTE: IN C101 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION C.J AT TOP OF COLUMN C.J AT BOTTOM OF COLUMN +13.600 +8.480 C108 5 MAIN BARS – 60 Nos,T32 LENGTH = 6000 TIES -16 Nos, T10 (LAPS STAGGERED) NOTE: IN C108 PROVIDE MECHANICAL COUPLERS IN 2 BARS FOR LIGHTNING PROTECTION REFER TABLE 40MM (TO TIES) REFER TABLE 40MM (TO TIES) 30 Nos T32 , LENGTH = 7200 30 Nos T32 , LENGTH = 5100 30 Nos T32 , LENGTH = 7200 30 Nos T32 , LENGTH = 5100 +13.600 M1 CJ ldc (REFER TABLE) COLUMN DIA REFER SCHEDULE (TYP.) LAP (REFER TABLE) (REFER TABLE) ldc 1000 5 SEE TABLE 40MM (TO TIES) 1000×1000 BEAM GB1 TYPICAL DETAIL FOR BEAM COLUMN JUNCTION GB1 AT GF. LEVEL \A1;BEAM TIEBM3G – 1000X1000 COLUMN MARK \LTABLE FOR COLUMN INCLINATIONFOR COLUMN INCLINATION H1 INCLINATION LEVEL \W1.42374; DIA OF \W1.04279; COLUMN 1450 1450 1450 1450 H2 GF-M2 M2-M3 M3-M4 M4-M5 C101 AND C108 C101 AND C108 C101 AND C108 C101 AND C108 382.68 361.72 341.53 316.45 387.70 365.63 344.55 318.55 80.766(A1) 81.604(A2) 82.410(A3) 83.408(A4) 600 5 SEE TABLE 5 40MM (TO TIES) Ld BEAM REINFT. 600×850 BEAM GB35 TIES T12@91 TYPICAL DETAIL FOR BEAM COLUMN JUNCTION AT GF. LEVEL (5+3)T25 IN 2 LAYERS 1000 5 SEE TABLE 40MM (TO TIES) Ld 1000×1000 BEAM GB8 TIES T12@91 BEAM REINFT. 5+6 T25 TYPICAL DETAIL FOR BEAM COLUMN JUNCTION GB8 AT GF. LEVEL (4 LEGGED) TIES T12@91 (4 LEGGED) BEAM REINFT. 5+4 T25 H1 (REFER TABLE) H2 H1 (REFER TABLE) H2 INCLINATION (REFER TABLE) Ld NOTES:- DATE REV TRANSMITTAL No Key Plan NORTH 2. ‘T’ DENOTES HIGH STRENGTH DEFORMED REINFORCING BARS CONFORMING TO ASTM A615 GRADE 60 3. CLEAR CONCRETE COVER TO REINFORCEMENT = 40 MM TO TIES 4. FOR COLUMNS USE CONCRETE STRENGTH fcu = 80 Mpa LEGEND: T.O.S – TOP OF SLAB T.O.B – TOP OF BEAM C.J – CONSTRUCTION JOINT TYP. – TYPICAL 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METER. 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METER. 5.FOR KICKER DETAILS REFER DWG No: BP4-03300-T-GR-M4-K-01A-REV01 AND BP4-03300-T-GR-M4-K01B-REV01 BP4-01340-AB-516/017 31/01/10 1 AS BUILT DRAWING