Structural Drawings DWG Plan for AutoCAD

Complete set of structural drawings. includes floor framing plans; slab rebar plans; beam typical details; column typical details; foundation typical details; foundation schedule; beam schedule; column schedule

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

floor plan, scale, zone a, zone b, beam height, bottom rebar plan, dimension, reinforcement, stirrups, top bars, bottom bars, basement, ground floor, second floor, roof deck, isolated footing schedule, combined footing schedule, top long, top short, bottom long, bottom short, foundation plan, elevation, plan, combined footing typical details, isolated footing typical details, basement framing plan, ground floor framing plan, second floor framing plan, roof deck framing plan, typical beam elevation, stirrup type, typical lap, typical column elevation, notes:, basement rebar plan – bottom bars, basement rebar plan – top bars, ground floor rebar plan – bottom bars, legend:, – terminated column, ground floor rebar plan – top bars, column mark, section, vertical reinforcements and ties, second floor rebar plan – bottom bars, second floor rebar plan – top bars, roof deck rebar plan – bottom bars, roof deck rebar plan – top bars, rc stair details, shear wall layout, shear wall section, bth extension left wing, beam schedule bth extension left wing, beam schedule bth extension right wing, bth extension right wing, notes: stair and shear wall are the same with bth extension left wing

Raw text data extracted from CAD file:

FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. FFL 00.00 66428,974278919 1693938,84473688 66428,9742782617 1693938,84473688 66428,974278919 1693938,84473754 66428,974278919 1693938,84473754 66428,974278919 66428,974278919 66428,974278919 66428,9742782617 66428,9742782617 5300 2000 22900 7300 5775 5775 5775 5575 5300 2000 5775 5775 5775 5575 22900 7300 5300 2000 5775 7300 5300 2000 5775 5775 5775 5575 22900 7300 5300 2000 5575 5775 5775 5575 22900 7300 5300 2000 7300 -910176.8913095908 -910176.8913095908 -910176.8913095908 H G F 4′ 5′ 6′ -910176.8913095908 -910176.8913095908 5300 7300 5300 7300 5300 7300 1925 5775 5575 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. L ±1300 D 75 mm CLR TYP. B L L 75 mm CLR TYP. 1300 D FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. Zone A Zone B Zone A Zone B Zone A Zone A 75 mm 75 mm 75 mm 75 mm 75 mm Beam Height H H Zone A Zone B Zone A Zone B Zone A Zone A 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5775 7300 5300 2000 5775 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5775 5775 5575 22900 400mm 400mm 400mm 400mm 400mm 400mm 250 mm 450mm 400mm 400mm FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 5300 2000 5775 5775 5775 5575 22900 7300 \A1;5.300 m \A1;1.925 m \A1;7.225 m \A1;5.600 m \A1;5.800 m \A1;5.800 m \A1;5.800 m \A1;23.000 m \A1;1.400 m \A1;1.400 m \A1;2.800 m \A1;1.400 m \A1;1.450 m \A1;2.850 m \A1;1.450 m \A1;1.450 m \A1;2.900 m \A1;1.450 m \A1;1.450 m \A1;2.900 m \A1;1.450 m \A1;1.450 m \A1;1.325 m \A1;1.325 m \A1;2.650 m \A1;0.481 m \A1;1.325 m \A1;1.806 m A B C 5 4 3 2 1 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 -154.3415786374806 1 2 12+12@300 mm 12@1550 mm 12+12@225 mm 12@2800 mm 12+12@475 mm 12@950 mm 12+12@225 mm 12@2850 mm 12+12@425 mm 12@975 mm 12+12@250 mm 12@2900 mm 12+12@425 mm 12@975 mm 12+12@225 mm 12@2900 mm 12+12@325 mm 12@1600 mm 12+12@300 mm 12+12@375 mm 12+12@375 mm 12+12@300 mm 12+12@200 mm 12+12@225 mm 12+12@225 mm 12+12@200 mm 12+12@350 mm 12+12@600 mm 12+12@600 mm 12+12@350 mm 12+12@600 mm 12+12@900 mm 12+12@900 mm 12+12@600 mm 12@625 mm +12 +12 12@625 mm Bottom Rebar Plan (Scale 1:75) FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5575 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 2000 5775 5775 5775 5575 22900 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 1800 7300 5775 5575 5300 7300 1925 -902129.327488363 -902129.327488363 H G F 4′ 5′ 6′ -902129.327488363 75 mm 75 mm 75 mm 75 mm 75 mm 5300 7300 2000 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 450mm 400mm 400mm 400mm 400mm 400mm 400mm 250 mm 400mm 400mm 5300 1800 7300 5775 5575 5300 1800 7300 5775 5575 5300 7300 1100 5775 5575 5775 5575 5775 5575 5775 5575 5775 5575 5300 7300 5775 5575 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 1925 5775 5575 5300 7300 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 2000 5300 7300 5775 5575 2000 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5775 5575 5300 7300 1925 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 7300 1925 5775 5575 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 5300 7300 5775 5575 FLOOR PLAN 1 A-1 A-1 SCALE 1 : 100 MTS. 1000 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ 5 5 5 5 J I 1′ 2′ 3′ 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ 5 5 5 H G F 4′ 5′ 6′ 5 5 H G F 4′ 5′ 6′ 5 5 H G F 4′ 5′ 6′ 5 5 H G F 4′ 5′ 6′ 5 5 5 \W0.13395; Beam \W0.44347; Mark Dimension Reinforcement Stirrups 0.3m x 0.5m 1B1 Top Bars Bottom Bars \W0.12428; 4-16 mm Ø \W0.12428; 4-16 mm Ø Zone A Zone B \W0.17228; 1B1 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200 mm Basement EL. +0.45m 0.3m x 0.5m 2B1 \W0.12428; 4-25 mm Ø \W0.12428; 4-25 mm Ø \W0.24371; 2B1 Ground Floor 3B1 \W0.20730; 3B1 3B2 3B3 3B4 3B5 3B4 3B4 Second Floor \W0.24371; 4B1 \W0.10085; 4B2 \W0.17228; 1B1 0.3m x 0.5m 1B2 \W0.12428; 4-20 mm Ø \W0.12428; 4-20 mm Ø 0.3m x 0.5m 1B3 \W0.12428; 4-25 mm Ø \W0.12428; 4-25 mm Ø \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 150mm 0.3m x 0.5m 1B4 \W0.12428; 4-16 mm Ø \W0.12428; 3-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 0.3m x 0.5m 2B4 \W0.12428; 4-25 mm Ø \W0.12428; 4-20 mm Ø 0.3m x 0.5m 2B5 \W0.12428; 3-16 mm Ø \W0.12428; 3-16 mm Ø 2B6 \W0.12428; 4-16 mm Ø \W0.12428; 4-16 mm Ø 0.3m x 0.5m 3B2 \W0.12428; 4-16 mm Ø \W0.12428; 4-16 mm Ø 0.3m x 0.5m \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 150mm 3B3 \W0.12428; 4-25 mm Ø \W0.12428; 4-25 mm Ø 0.3m x 0.5m 3B4 \W0.12428; 3-25 mm Ø \W0.12428; 2-25 mm Ø 0.3m x 0.5m 3B5 \W0.12428; 4-25 mm Ø \W0.12428; 3-25 mm Ø 0.3m x 0.5m 3B6 \W0.12428; 3-16 mm Ø \W0.12428; 3-16 mm Ø 0.2m x 0.5m 4B1 \W0.12428; 4-25 mm Ø \W0.12428; 2-20 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W0.12428; 2-20 mm Ø \W0.12428; 4-25 mm Ø \W1.05116; 10mmØ @ \W1.05116; 170mm 4B2 \W0.12428; 3-20 mm Ø \W0.12428; 3-20 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 120mm \W0.24371; 4B1 \W0.10085; 4B3 4B3 \W0.12428; 3-25 mm Ø \W0.12428; 4-16 mm Ø \W1.90368; 0.25m x \W1.90368; 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm 4B4 \W0.12428; 3-25 mm Ø \W0.12428; 3-20 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 170mm \W0.24371; 4B1 \W0.10085; 4B3 4B5 \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 170mm \W0.24371; 4B1 \W0.10085; 4B3 \W0.24371; 4B1 \W0.10085; 4B2 4B6 \W0.12428; 3-16 mm Ø \W0.12428; 2-16 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 200mm 4B4 Roof Deck 5B1 \W0.12428; 4-25 mm Ø \W0.12428; 4-20 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm 5B2 \W0.12428; 3-25 mm Ø \W0.12428; 3-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm 5B3 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 170mm \W0.24371; 5B1 \W0.10085; 5B2 5B4 \W0.12428; 3-16 mm Ø \W0.12428; 3-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W0.10085; 5B3 5B5 \W0.12428; 2-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm \W0.68349; C1 \W0.68349; C1 \W0.54064; C2 \W0.54064; C2 \W0.68349; C1 \W0.68349; C1 \W0.54064; C5 \W0.54064; C5 \W0.54064; C2 \W0.54064; C2 \W0.54064; C2 \W0.54064; C3 \W0.54064; C3 \W0.51683; C4 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.51683; C4 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 Footing \W0.44347; Mark Dimension Reinforcement 2.9m x 2.9m x 0.4m \W0.42775; F1 \W0.28489; F2 \W0.28489; F3 \W0.26108; F4 \W0.28489; F5 \W0.49892; 3m x 3m x \W0.49892; 0.4m 2.4m x 2.4m x 0.3m 2.2m x 2.2m x 0.3m 2.5m x 2.5m x 0.4m \W0.28489; F6 1.1m x 1.1m x 0.3m 16mm @ 150mm E.W. \W0.73111; F1 \W0.58826; F2 16mm @ 140mm E.W. \W0.58826; F2 \W0.58826; F3 16mm @ 150mm E.W. 16mm @ 200mm E.W. \W0.56445; F4 \W0.58826; F5 20mm @ 200mm E.W. \W0.58826; F6 16mm @ 200mm E.W. Isolated Footing Schedule Combined Footing Schedule Footing \W0.44347; Mark Dimension Reinforcement \W3.30844; 5.2m FC1 16mm @ 120mm L B D Top Long \W3.30844; 3.8m \W3.30844; 0.6m 16mm @ 120mm Top Short 16mm @ 120mm Bottom Long 16mm @ 120mm Bottom Short \W3.30844; 5.5m FC2 20mm @ 200mm \W3.30844; 4.1m \W3.30844; 0.7m 16mm @ 120mm 16mm @ 100mm 16mm @ 120mm \W0.23111; FC1 FC2 FC2 \W3.30844; 4.6m FC3 16mm @ 170mm \W3.30844; 3.2m \W3.30844; 0.5m 20mm @ 200mm 20mm @ 200mm 16mm @ 160mm FC3 FOUNDATION PLAN 1 – – 1:100M L Elevation ±1300 D COLUMN REINFORCING BARS AND TIES (SEE SCHEDULE) REINFORCEMENT (TOP LONG) REINFORCEMENT (TOP SHORT) 75 mm CLR TYP. Plan B L COMBINED FOOTING TYPICAL DETAILS REINFORCEMENT (BOTTOM LONG ) REINFORCEMENT (BOTTOM SHORT ) Elevation L 75 mm CLR TYP. COLUMN REINFORCING BARS AND TIES (SEE SCHEDULE) REINFORCEMENT (SEE SCHEDULE) Plan 5 D ISOLATED FOOTING TYPICAL DETAILS BASEMENT FRAMING PLAN 1 – – 1:100M GROUND FLOOR FRAMING PLAN 1 – – 1:100M SECOND FLOOR FRAMING PLAN 1 – – 1:100M ROOF DECK FRAMING PLAN 1 – – 1:100M EL. +0.45 FRAMING PLAN 1 – – 1:100M \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C2 \W0.54064; C2 \W0.54064; C2 \W0.54064; C3 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C3 \W0.51683; C4 \W0.51683; C4 \W0.68349; C1 \W0.68349; C1 \W0.51683; C4 \W0.51683; C4 \W0.68349; C1 \W0.68349; C1 \W0.51683; C4 \W0.51683; C4 \W0.68349; C1 \W0.68349; C1 \W0.51683; C4 \W0.51683; C4 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C5 \W0.54064; C5 \W0.54064; C5 \W0.54064; C5 \W0.54064; C5 \W0.54064; C5 el. -1.2m el. -1.2m el. -1.2m \W0.68349; C1 1. SEE BEAM SCHEDULE FOR MAIN REINFORCEMENT, STIRRUP TYPE AND SPACING. 2. ZONE A LENGTH SHALL BE TWICE THE BEAM HEIGHT, h. 3. THE FIRST STIRRUP IN ZONE A SHALL BE LOCATED 50mm FROM THE FACE OF THE SUPPORT. 4. LAP SPLICES SHALL NOT BE LOCATED WITHIN THE BEAM/COLUMN JOINT, NOR WITHIN A DISTANCE OF 2H. 5. LAP SPLICES SHALL BE ENCLOSED BY HOOP STIRRUPS AT A MAXIMUM SPACING OF d/4 OR 100mm, WHICHEVER IS SMALLER. (SEE NOTE 5) Zone A Zone B Zone A Zone A Zone B Zone A TYPICAL BEAM ELEVATION (SEE NOTE 5) Stirrup Type 75 mm 75 mm 75 mm 75 mm 75 mm Beam Height TYPICAL LAP TYPICAL LAP TYPICAL COLUMN ELEVATION H H Zone A Zone B Zone A Zone A Zone B Zone A NOTES: NOTES: 1. ZONE A SHALL BE THE LARGEST OF: H/6, MAXIMUM DIMENSION OF COLUMN OR 450 mm. 2. LAP SPLICES SHALL NOT BE LOCATED WITHIN THE BEAM/COLUMN JOINT. 3. LAP SPLICES SHALL BE ENCLOSED BY HOOPS AT A MAXIMUM SPACING OF 1/4 SMALLEST DIMENSION OF COLUMN, 6 TIMES THE SMALLER REINFORCING BAR DIAMETER OF COLUMN OR 100mm, WHICHEVER IS SMALLER. 4. SEE COLUMN SCHEDULE FOR VERTICAL REINFORCEMENT, TYPE OF TIES AND SPACING. 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ BASEMENT REBAR PLAN – BOTTOM BARS 1 – – 1:100M Slab Thickness = 125mm 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ BASEMENT REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 125mm 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ GROUND FLOOR REBAR PLAN – BOTTOM BARS 1 – – 1:100M Slab Thickness = 125mm Legend: – Terminated Column Legend: – Terminated Column 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ GROUND FLOOR REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 125mm 5 5 5 5 J I 1′ 2′ 3′ Slab Thickness = 125mm 5 5 5 5 J I 1′ 2′ 3′ EL. + 0.45m REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 125mm 12@200 mm 12@125 mm 12@230 mm 12@125 mm 12@210 mm 12@130 mm 12@160 mm 12@300 mm 12@180 mm 12@180 mm 12@150 mm 12@125 mm 12@130 mm 12@110 mm 12@220 mm 12@300 mm 12@220 mm 12@125 mm 12@125 mm 12@300 mm 12@250 mm 12@130 mm 12@125 mm 12@300 mm 12@250 mm 12@130 mm 12@110 mm 12@300 mm 12@275 mm 12@130 mm 12@110 mm 12@125 mm 12@100 mm 12@100 mm 12@100 mm 12@300 mm 12@175 mm 12@175 mm 12@300 mm 12@125 mm 12@100 mm 12@100 mm 12@110 mm 12@300 mm 12@300 mm 12@300 mm 12@300 mm 12@150 mm 12@110 mm 12@160 mm 12@110 mm 12@160 mm 12@100 mm 12@160 mm 12@150 mm 12@180 mm 12@125 mm 12@100 mm 12@110 mm 12@100 mm 12@160 mm 12@260 mm 12@160 mm 12@150 mm 12@110 mm 12@300 mm 12@250 mm 12@160 mm 12@110 mm 12@300 mm 12@220 mm 12@160 mm 12@100 mm 12@300 mm 12@125 mm 12@130 mm 12@130 mm 12@125 mm 12@100 mm 12@80 mm 12@100 mm 12@300 mm 12@175 mm 12@175 mm 12@300 mm 12@125 mm 12@80 mm 12@80 mm 12@125 mm 12@125 mm 12@160 mm 12@300 mm 12@200 mm 12@300 mm 12@160 mm 12@110 mm 12@300 mm 12@300 mm 12@110 mm 12@80 mm 12@80 mm 12@250 mm 12@250 mm 12@80 mm 12@300 mm 12@110 mm 12@110 mm 12@300 mm 12@80 mm 1 GF SSL (el. +1.5) EL. +0.45m SECTION 1 \W1.58127; 2B7 \W1.55746; 3B4 \W2.33969; 2B5 \W2.20032; C1 \W2.20032; C1 \W1.72413; 3B1 1B2 1B2 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200 mm 1B3 1B3 1B3 1B3 1B4 1B4 1B4 1B4 1B4 1B4 1B4 1B4 1B4 5 5 5 5 H G F \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 150mm \W0.24371; 2B1 \W0.10085; 2B2 0.3m x 0.5m 2B2 \W0.12428; 4-25 mm Ø \W0.12428; 4-25 mm Ø \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 0.3m x 0.5m 2B3 \W0.12428; 4-20 mm Ø \W0.12428; 3-25 mm Ø \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 2B3 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 2B4 \W0.24371; 2B1 \W0.10085; 2B7 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W0.10085; 2B5 \W0.10085; 2B5 \W0.10085; 2B5 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W0.10085; 2B6 \W0.10085; 2B6 \W0.10085; 2B6 \W0.10085; 2B7 \W0.10085; 2B7 \W0.10085; 2B7 2B7 0.3m x 0.5m \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W0.12428; 4-25 mm Ø \W0.12428; 2-20 mm Ø \W0.12428; 2-20 mm Ø \W0.12428; 4-25 mm Ø 0.3m x 0.5m \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W0.12428; 4-25 mm Ø \W0.12428; 4-20 mm Ø \W0.12428; 4-20 mm Ø \W0.12428; 4-25 mm Ø \W0.20730; 3B1 3B2 \W0.24371; 3B1 \W0.10085; 3B2 \W0.20730; 3B1 3B2 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 3B4 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 3B6 3B6 \W0.10085; 3B6 \W2.76103; 3B6 1 \W2.33969; 2B6 \W1.58127; 3B2 \W1.90368; 0.25m x \W1.90368; 0.4m \W1.05116; 10mmØ @ \W1.05116; 120mm 4B4 4B4 \W0.10085; 4B5 0.3m x 0.4m \W0.12428; 4-25 mm Ø \W0.12428; 3-20 mm Ø 4B4 4B4 4B4 4B4 \W0.10085; 4B6 \W0.10085; 4B6 \W0.10085; 4B6 \W0.10085; 4B6 \W1.05116; 10mmØ @ \W1.05116; 170mm \W1.05116; 10mmØ @ \W1.05116; 170mm \W0.12428; 4-25 mm Ø \W0.12428; 3-20 mm Ø \W0.10085; 5B2 \W0.10085; 5B3 \W0.10085; 5B2 \W0.10085; 5B3 \W0.10085; 5B2 \W0.10085; 5B3 \W0.10085; 5B2 \W1.90368; 0.25m x \W1.90368; 0.4m 0.3m x 0.4m 5B4 \W0.10085; 5B5 \W0.10085; 5B5 \W0.10085; 5B5 0.3m x 0.4m \W0.12428; 3-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 200mm 5B4 \W0.10085; 5B5 \W0.10085; 5B5 \W0.10085; 5B5 \W0.10085; 5B5 \W0.10085; 5B5 \W0.10085; 5B5 \W0.10085; 5B5 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 100mm Slab 100mm Slab 100mm Slab 100mm Slab Column Mark \W1.33356; C1 400mm 400mm Main Reinforcement: 12 – 25mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 200mm per set Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section \W1.19071; C2 \W0.68349; C1 \W0.68349; C1 400mm 400mm Main Reinforcement: 12 – 20mm d Ties for Zone A: 10mm d @ 100mm Ties for Zone B: 10mm d @ 250mm Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section \W1.19071; C3 1 set = 3 consecutive ties 400mm 400mm Main Reinforcement: 8 – 20mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 250mm per set Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section 1 set = 2 consecutive ties 250 mm 450mm Main Reinforcement: 8 – 16mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 200mm per set \W1.16690; C4 Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. 1 set = 2 consecutive ties \W0.68349; C1 400mm 400mm Main Reinforcement: 8 – 16mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 250mm per set Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section 1 set = 2 consecutive ties \W1.19071; C5 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 Vertical Reinforcements and Ties 125mm Slab 12@300 mm EL. + 0.45m REBAR PLAN – BOTTOM BARS 1 – – 1:100M 5 12@160 mm 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ SECOND FLOOR REBAR PLAN – BOTTOM BARS 1 – – 1:100M 12@150 mm 12@110 mm 12@230 mm 12@110 mm 12@210 mm 12@125 mm 12@230 mm 12@125 mm 12@150 mm 12@300 mm 12@150 mm 12@180 mm 12@180 mm 12@150 mm 12@100 mm 12@110 mm 12@110 mm 12@100 mm 12@170 mm 12@300 mm 12@170 mm 12@300 mm 12@300 mm 12@300 mm 12@300 mm 12@300 mm 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ SECOND FLOOR REBAR PLAN – TOP BARS 1 – – 1:100M 12@150 mm 12@110 mm 12@300 mm 12@200 mm 12@170 mm 12@80 mm 12@300 mm 12@200 mm 12@180 mm 12@80 mm 12@300 mm 12@200 mm 12@170 mm 12@80 mm 12@300 mm 12@200 mm 12@150 mm 12@110 mm 12@125 mm 12@80 mm 12@100 mm 12@80 mm 12@125 mm 12@300 mm 12@150 mm 12@175 mm 12@150 mm 12@300 mm 12@125 mm 12@70 mm 12@80 mm 12@70 mm 12@125 mm 12@300 mm 12@300 mm 12@300 mm 12@300 mm 12@300 mm Slab Thickness = 125mm Slab Thickness = 125mm 10@300 mm 10@200 mm 10@300 mm 10@225 mm 10@300 mm 10@200 mm 10@300 mm 10@200 mm 10@300 mm 10@125 mm 10@150 mm 10@150 mm 10@125 mm 10@70 mm 10@80 mm 10@80 mm 10@70 mm 10@125 mm 10@150 mm 10@150 mm 10@125 mm 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ ROOF DECK REBAR PLAN – BOTTOM BARS 1 – – 1:100M Slab Thickness = 100mm 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ ROOF DECK REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 100mm 10@125 mm 10@125 mm 10@250 mm 10@250 mm 10@125 mm 10@125 mm 10@250 mm 10@250 mm 10@130 mm 10@130 mm 10@275 mm 10@275 mm 10@125 mm 10@125 mm 10@250 mm 10@250 mm 10@125 mm 10@125 mm 10@80 mm 10@80 mm 10@80 mm 10@80 mm 10@80 mm 10@200 mm 10@125 mm 10@125 mm 10@125 mm 10@200 mm 10@80 mm 10@80 mm 10@80 mm 10@80 mm 10@80 mm RC STAIR DETAILS 5 5 5 5 5 5 5 5 J I H G F 1′ 2′ 3′ SHEAR WALL LAYOUT 1 – – 1:100M \W0.68349; C1 \W0.68349; C1 \W0.56445; C9 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.42350; SW – \W0.42350; 1 \W0.42350; SW – \W0.42350; 2 SHEAR WALL SECTION 1 – – 1:100M BASEMENT FRAMING PLAN 1 – – 1:100M GROUND FLOOR FRAMING PLAN 1 – – 1:100M SECOND FLOOR FRAMING PLAN 1 – – 1:100M ROOF DECK FRAMING PLAN 1 – – 1:100M 10mm Ø @ 300 mm Horizontal Bars Each Face 10mm Ø @ 300 mm Vertical Bars Each Face 4 – 16mm Ø 10mm Ø @ 300 mm Vertical Bars Each Face 10mm Ø @ 300 mm Horizontal Bars Each Face 10mm Ø @ 300 mm Horizontal Bars Each Face 10mm Ø @ 150 mm Vertical Bars Each Face 10mm Ø @ 300 mm Horizontal Bars Each Face 10mm Ø @ 160 mm Vertical Bars Each Face 10mm Ø @ 300 mm Vertical Bars Each Face 10mm Ø @ 300 mm Horizontal Bars Each Face BTH EXTENSION LEFT WING \W0.55323; B2 Beam Schedule BTH Extension Left Wing \W0.13395; Beam \W0.44347; Mark Dimension Reinforcement Stirrups 0.3m x 0.5m \W0.35632; B1 Top Bars Bottom Bars \W0.12428; 4-25 mm Ø \W0.12428; 4-25 mm Ø Zone A Zone B \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200 mm Basement EL. +0.45m 0.3m x 0.5m \W0.21346; B5 Ground Floor B10 Second Floor 0.3m x 0.5m \W0.21346; B2 \W0.12428; 3-25 mm Ø \W0.12428; 3-25 mm Ø 0.3m x 0.5m \W0.21346; B3 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 170mm 0.3m x 0.5m \W0.21346; B7 \W0.12428; 4-20 mm Ø \W0.12428; 4-16 mm Ø 0.3m x 0.5m \W0.21346; B8 \W0.23727; B9 0.3m x 0.5m B11 \W0.12428; 4-16 mm Ø \W0.12428; 4-16 mm Ø 0.3m x 0.5m \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 150mm B12 \W0.12428; 4-25 mm Ø \W0.12428; 4-25 mm Ø 0.3m x 0.5m B13 \W0.12428; 4-25 mm Ø 0.3m x 0.5m B14 \W0.12428; 3-16 mm Ø \W0.12428; 3-16 mm Ø 0.2m x 0.5m B15 \W0.12428; 4-25 mm Ø \W0.12428; 2-20 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W0.12428; 2-20 mm Ø \W0.12428; 4-25 mm Ø \W1.05116; 10mmØ @ \W1.05116; 170mm B16 \W0.12428; 3-20 mm Ø \W0.12428; 3-20 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 120mm B18 \W0.12428; 3-25 mm Ø \W0.12428; 3-20 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 170mm B19 \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 170mm B17 \W0.12428; 3-16 mm Ø \W0.12428; 2-16 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 200mm Roof Deck B20 \W0.12428; 3-25 mm Ø \W0.12428; 4-20 mm Ø 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm B21 \W0.12428; 3-25 mm Ø \W0.12428; 3-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm B22 0.3m x 0.4m \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 170mm B23 \W0.12428; 3-16 mm Ø \W0.12428; 3-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm \W1.05116; 10mmØ @ \W1.05116; 200mm B24 \W0.12428; 2-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 85mm Stirrup Type 75 mm 75 mm 75 mm 75 mm 75 mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200 mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 0.3m x 0.5m \W0.21346; B6 \W0.12428; 3-20 mm Ø \W0.12428; 2-25 mm Ø \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm 0.3m x 0.5m \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W0.12428; 4-25 mm Ø \W0.12428; 4-20 mm Ø \W0.12428; 4-20 mm Ø \W0.12428; 4-25 mm Ø \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W1.90368; 0.25m x \W1.90368; 0.4m 0.3m x 0.4m \W0.12428; 4-25 mm Ø \W0.12428; 3-20 mm Ø \W1.05116; 10mmØ @ \W1.05116; 170mm \W1.05116; 10mmØ @ \W1.05116; 170mm \W0.12428; 3-25 mm Ø \W0.12428; 4-16 mm Ø \W1.90368; 0.25m x \W1.90368; 0.4m 0.3m x 0.4m 0.3m x 0.4m \W0.12428; 3-16 mm Ø \W1.05116; 10mmØ @ \W1.05116; 200mm Beam Schedule BTH Extension Right Wing \W0.69609; B1 \W0.55323; B2 \W0.55323; B3 \W0.55323; B2 \W0.69609; B1 \W0.55323; B2 \W0.55323; B2 \W0.52942; B4 \W0.52942; B4 \W0.52942; B4 \W0.52942; B4 5 5 H G F 4′ 5′ 6′ 5 EL. +0.45 FRAMING PLAN 1 – – 1:100M Legend: – Terminated Column \W0.12428; 4-25 mm Ø \W0.12428; 3-25 mm Ø 0.3m x 0.5m \W0.18965; B4 \W1.05116; 10mmØ @ \W1.05116; 110mm \W1.05116; 10mmØ @ \W1.05116; 200mm \W0.12428; 3-25 mm Ø \W0.12428; 3-20 mm Ø \W0.12428; 4-25 mm Ø \W0.12428; 2-20 mm Ø \W0.12428; 2-20 mm Ø \W0.12428; 4-25 mm Ø \W0.55323; B5 \W0.55323; B5 \W0.55323; B5 \W0.55323; B6 \W0.55323; B7 \W0.12428; 3-25 mm Ø \W0.12428; 3-25 mm Ø \W0.55323; B8 \W0.12428; 4-25 mm Ø \W0.12428; 3-25 mm Ø \W0.57704; B9 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.21990; B11 B10 \W0.21990; B11 B10 \W0.21990; B11 B10 B12 B12 B13 \W0.12428; 4-20 mm Ø B13 B14 B14 B16 B15 B16 B15 B16 B15 B17 B17 B18 B18 \W0.10085; B19 \W0.10085; B19 B20 \W0.21990; B21 \W0.21990; B21 \W0.21990; B21 B22 B20 B23 B23 B23 B23 B24 B24 Column Mark \W1.33356; C1 400mm 400mm Main Reinforcement: 12 – 25mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 200mm per set Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section \W1.19071; C2 400mm 400mm Main Reinforcement: 12 – 20mm d Ties for Zone A: 10mm d @ 100mm Ties for Zone B: 10mm d @ 250mm Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section \W1.19071; C3 1 set = 3 consecutive ties 400mm 400mm Main Reinforcement: 8 – 20mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 250mm per set Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section 1 set = 2 consecutive ties 250 mm 450mm Main Reinforcement: 8 – 16mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 200mm per set \W1.16690; C4 Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. 1 set = 2 consecutive ties 400mm 400mm Main Reinforcement: 8 – 16mm d Ties for Zone A: 10mm d @ 100mm per set Ties for Zone B: 10mm d @ 250mm per set Note: 1.Column section is not drawn to scale. 2. Length of seismic hook is 6 times the tie diameter or 75 mm, whichever is larger. Section 1 set = 2 consecutive ties \W1.19071; C5 Vertical Reinforcements and Ties \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C2 \W0.54064; C2 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C2 \W0.54064; C2 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C2 \W0.54064; C2 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C5 \W0.54064; C5 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C5 \W0.54064; C5 \W0.68349; C1 \W0.68349; C1 \W0.68349; C1 \W0.54064; C5 \W0.54064; C5 \W0.68349; C1 \W0.68349; C1 \W0.51683; C4 \W0.51683; C4 \W0.68349; C1 \W0.68349; C1 \W0.51683; C4 \W0.51683; C4 \W0.51683; C4 \W0.51683; C4 \W0.68349; C1 \W0.68349; C1 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 125mm Slab 100mm Slab 100mm Slab 125mm Slab 125mm Slab Legend: – Terminated Column 5 5 5 H G F 4′ 5′ 6′ 5 5 BASEMENT REBAR PLAN – BOTTOM BARS 1 – – 1:100M 12@300 mm 12@200 mm 12@125 mm 12@230 mm 12@110 mm 12@200 mm 12@300 mm 12@300 mm 12@110 mm 12@110 mm 12@180 mm 12@180 mm Slab Thickness = 125mm 5 5 5 H G F 4′ 5′ 6′ 5 5 BASEMENT REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 125mm 12@125 mm 12@150 mm 12@225 mm 12@300 mm 12@125 mm 12@160 mm 12@225 mm 12@300 mm 12@130 mm 12@130 mm 12@300 mm 12@300 mm 12@150 mm 12@110 mm 12@150 mm 12@300 mm 12@150 mm 12@250 mm 12@125 mm 12@100 mm 12@125 mm 5 5 H G F 4′ 5′ 6′ 5 5 5 5 5 5 5 5 5 5 5 12@300 mm 12@150 mm 12@110 mm 12@170 mm 12@110 mm 12@160 mm 12@260 mm 12@100 mm 12@100 mm 12@150 mm 12@150 mm 12@260 mm GROUND FLOOR REBAR PLAN – BOTTOM BARS 1 – – 1:100M Slab Thickness = 125mm 5 5 H G F 4′ 5′ 6′ 5 5 GROUND FLOOR REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 125mm 12@250 mm 12@150 mm 12@225 mm 12@300 mm 12@175 mm 12@170 mm 12@225 mm 12@300 mm 12@250 mm 12@160 mm 12@160 mm 12@110mm 12@160 mm 12@275 mm 12@150 mm 12@275 mm 12@150 mm 12@100 mm 12@150 mm 5 12@300 mm 12@150 mm 12@110 mm 12@230 mm 12@110 mm 12@160 mm 12@230 mm 12@230 mm 12@220 mm 12@170 mm 12@100 mm 12@100 mm 12@150 mm 12@150 mm 5 5 H G F 4′ 5′ 6′ 5 5 SECOND FLOOR REBAR PLAN – BOTTOM BARS 1 – – 1:100M Slab Thickness = 125mm 5 5 5 H G F 4′ 5′ 6′ 5 5 SECOND FLOOR REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 125mm 5 12@110 mm 12@150 mm 12@200 mm 12@300 mm 12@80 mm 12@170 mm 12@200 mm 12@300 mm 12@100 mm 12@160 mm 12@300 mm 12@300 mm 12@300 mm 12@125 mm 12@70 mm 12@125 mm 12@300 mm 12@150 mm 12@300 mm 12@125 mm 12@80 mm 12@125 mm 5 5 H G F 4′ 5′ 6′ 5 Legend: – Terminated Column 5 5 10@150 mm 10@110 mm 10@170 mm 10@200 mm 10@160 mm 10@150 mm 10@150 mm 10@100 mm 10@100 mm 10@150 mm 10@150 mm ROOF DECK REBAR PLAN – BOTTOM BARS 1 – – 1:100M Slab Thickness = 100mm 5 5 H G F 4′ 5′ 6′ 5 Legend: – Terminated Column 5 5 ROOF DECK REBAR PLAN – TOP BARS 1 – – 1:100M Slab Thickness = 100mm 10@125 mm 10@125 mm 10@300 mm 10@300 mm 10@125 mm 10@125 mm 10@300 mm 10@300 mm 10@130 mm 10@130 mm 10@125 mm 10@80 mm 10@125 mm 10@300 mm 10@175 mm 10@300 mm 10@125 mm 10@80 mm 10@125 mm BTH EXTENSION RIGHT WING Notes: Stair and Shear Wall are the same with BTH EXTENSION LEFT WING NOTES: SLAB: \W4.70588; fc’ = 21 mPa \W4.70588; fy = 276 mPa clear concrete cover = 20mm