RCD-plan-design-project

A BC D EF 5 4 3 2 1 ROOF PLAN Scale 1:100

A B B1 C D EF A BC D EF 3509 1138 2049 3363 2563 1000 3509 1138 2049 3363 2563 1000 C1F1 TIE BEAM C4F2 C4F2 C3F2 TIE BEAM C3F2 C3 C1F1 C1 TIE BEAM TIE BEAM C1 FB1 C4 FB1 C4 FB1 C3 FB1 C3 FB1 C3 FB1 C1 1875 TIE BEAM TIE BEAM TIE BEAM TIE BEAM F3 TIE BEAM 5 S-1 S-1 S-1 S-1 S-1 1875 5 C1F1 C1F1 C2F1 TIE BEAMC3 4 FB1 FB1 4 TIE BEAM C1 3 FB1 FB1 FB1 FB1 3 F3 2 FB1 FB1 1 FB1 FB1 FB1 FB1 TIE BEAM TIE BEAM TIE BEAM C1 FB1 C1 FB1 C1 FB1 C2 FB1 C3 FB1 C1 TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM 3650 S-4 S-1 S-1 S-2 3650 TIE BEAM C1F1 C1F1 C1F1 C2F1 TIE BEAM TIE BEAM TIE BEAM TIE BEAM C3 C1 FB1 C1 FB1 C1 FB1 C2 FB1 C3 FB1 C1 F3 C1 TIE BEAM TIE BEAM TIE BEAM S-3 S-1 S-1 S-1 S-2 4120 TIE BEAM TIE BEAM 4120 FB1 TIE BEAM FB1 FB1 FB1 FB1 FB1 C1F1 C1F1 C1F1 C2F1 C1F1 TIE BEAM TIE BEAM TIE BEAM TIE BEAM C3 C1 FB1 C1 FB1 C1 FB1 C2 FB1 C3 FB1 C1 F3 C1 2 TIE BEAM 4000 S-1 S-1 S-1 S-1 S-2 4000 TIE BEAM FB1 TIE BEAM FB1 TIE BEAM FB1 TIE BEAM FB1 TIE BEAM FB1 FB1 C1F1 C1F1 C2F1 TIE BEAM TIE BEAM TIE BEAM TIE BEAM C3 C1 FB1 C1 FB1 C1 FB1 C2 FB1 C3 FB1 C1 1 F3 C1 FOUNDATION PLAN SECOND FLOOR FRAMING PLAN Scale 1:100 Scale 1:100

A BC D EF A BC D EF 3509 3187 3363 3563 3509 3187 3363 3563 C1 FB1 C4 FB1 C4 FB1 C3 FB1 C3 FB1 C1 C1 C4 C3 C3 C1 5 RB RB RB RB 5 4 4 FB1 FB2 3 3 FB1 S-1 S-1 S-1FB1 FB1 FB1 FB1 S-1 1875FB1 FB1 RB RB 1875 C1 RB RBRB C1RB C1RB C2RB C1 FB1 C1 1500 FB1 1687C1 FB1 C2 FB1 C1 RB RB C1 RB RB S-4 FB1S-2 S-1 S-5 RB RB 3650 FB2 C1 FB1 C1 FB1FB1 C1FB1 C2 3650 C1 FB1 C1 C1 RB C1 RB C1 RB C2 RB FB1 FB1 FB1 FB1 FB1 S-3 S-1 S-1 S-5 4120 RB 4120 RB RB C1 RB RB C1 FB1 C1 FB1 C1 FB1 C2 FB1 C1 C1 RB C1 RB C1 RB C2 RB 2 2 S-1 S-1 S-1 S-1 4000 RB 4000 FB1 RB FB1 RB C1 FB1 RB FB1 RB FB1 C1 FB1 C1 FB1 C1 FB1 C2 FB1 C1 C1 C1 C1 C2 RB RB RB RB 1 1 THIRD FLOOR FRAMING PLAN ROOF FRAMING PLAN Scale 1:100 Scale 1:100

L/4 LONG L/4 SPAN \"A\" 12 mm Ø BARS L/4 SPAN \"A\" SPAN LONG L/2 THICKNESS SPAN L/2 SPAN \"A\" TOP BARS ALONG LONG DIRECTION TOP BARS ALONG SHORT DIRECTION SPAN SPAN \"A\" \"B\" L/4 TYPICAL SLAB SECTION L/4 L/2 L/4 L/4 L/2 L/4 SHORT SHORT SPAN SPAN TWO WAY SLAB ONE WAY SLAB SLAB DETAILS SCHEDULE OF REINFORCED CONCRETE SLAB FLOOR LEVEL SLAB MARK THICKNESS (mm) REBAR ø (mm) SHORT DIRECTION LONG DIRECTION REMARKS SECOND TO THIRD S-1 90 12 END SUPPORTS MIDSPAN END SUPPORTS MIDSPAN TWO-WAY FLOOR LEVEL S-2 90 10 & 12 ONE-WAY S-3 90 180 180 180 180 TWO-WAY S-4 90 12 TWO-WAY S-5 90 12 435 270 270 TWO-WAY 12 180 180 150 150 180 180 130 130 180 180 170 170 SLAB SCHEDULE

SCHEDULE OF REINFORCED CONCRETE COLUMN FLOOR LEVEL COLUMN MARK DIMENSION REINFORCEMENT STIRRUPS COLUMN DETAILS C1 500 mm x 250 mm 8-20mm diameter bars 10 mm @ 250 500 250 FOUNDATION C2 400 mm x 250 mm 8-20mm diameter bars 10 mm @ 250 TO THIRD FLOOR C3 300 mm x 150 mm 4-16mm diameter bars 10 mm @ 150 400 250 C4 250 mm x 250 mm 4-20mm diameter bars 10 mm @ 250 300 150 250 250 COLUMN SCHEDULE SCHEDULE OF REINFORCED CONCRETE FOOTING FOOTING MARK DEPTH SIZE (mm) REINFORCEMENT REMARKS OF EXCAVATION LB F-1 1500 1500 D BAR ALONG \"L\" BAR ALONG \"B\" ISOLATED F-2 1200 1000 1000 ISOLATED F-3 1500 1200 400 12- 16mm Ø bars SPACED @ 120mm 12- 16mm Ø bars SPACED @ 120mm COMBINED 1200 300 4- 16mm Ø bars SPACED @ 270mm 4- 16mm Ø bars SPACED @ 270mm 1200 300 4- 16mm Ø bars SPACED @ 450mm 8- 16mm Ø bars SPACED @ 150mm FOOTING SCHEDULE

N.G.L. 10mm Ø TIES SPACED N.G.L. 10mm Ø TIES SPACED @ 250mm O.C. @ 150mm O.C. 800 8-20 mm Ø VERTICAL BARS 900 4-16 mm Ø VERTICAL BARS 1200 12-16 mm Ø REBARS 1200 4-16 mm Ø REBARS 400 PLACED BOTHWAYS PLACED BOTHWAYS 300 500 12-16 mm Ø REBARS 350 4-16 mm Ø REBARS PLACED BOTHWAYS 1000 300 PLACED BOTHWAYS 1500 500 350 500 425 150 425 500 500 500 1000 1500 F2 (1) DETAILS F1 DETAILS

N.G.L. 10mm Ø TIES SPACED 10mm Ø TIES SPACED 10mm Ø TIES SPACED @ 250mm O.C. @ 150mm O.C. @ 250mm O.C. 5400 4-20 mm Ø VERTICAL BARS 4-16 mm Ø VERTICAL BARS 8-20 mm Ø VERTICAL BARS 7200 4-16 mm Ø REBARS N.G.L. 4-16 mm Ø REBARS PLACED BOTHWAYS SPACED @ 450mm 1800 5400 8-16 mm Ø REBARS 7200 SPACED @ 150mm 1800 4-16 mm Ø REBARS SPACED @ 450mm 8-16 mm Ø REBARS SPACED @ 150mm 350 4-16 mm Ø REBARS 1000 300 PLACED BOTHWAYS 350 1200 425 150 425 1500 1000 F3 DETAILS F2 (2) DETAILS

L/4 L/2 L/4 TOP BARS CONTINOUS @ SUPPORT TOP BARS D BOTTOM BARS CONTINOUS BOTTOM BARS @ MIDSPAN STIRRUPS L TYPICAL BEAM SECTION BEAM DIAGRAM BEAM MARK END SUPPORT 1 MIDSPAN END SUPPORT 2 BEAM MARK END SUPPORT 1 MIDSPAN END SUPPORT 2 TIE BEAM 2-16mm Ø TOP BARS 2-16mm Ø TOP BARS 2-16mm Ø TOP BARS 2-16mm Ø TOP BARS 2-16mm Ø TOP BARS 2-16mm Ø TOP BARS 2-16mm Ø BOTTOM BARS 350 mm x 300 mm 2-16mm Ø BOTTOM BARS 2-16mm Ø BOTTOM BARS FB2 2-16mm Ø BOTTOM BARS 3-16mm Ø TOP BARS 2-16mm Ø TOP BARS 2-16mm Ø TOP BARS FB1 200 mm x 300 mm 2-16mm Ø BOTTOM BARS 2-16mm Ø BOTTOM BARS 2-16mm Ø BOTTOM BARS 300 mm x 450 mm 3-16mm Ø TOP BARS 2-16mm Ø BOTTOM BARS 2-16mm Ø BOTTOM BARS 2-16mm Ø BOTTOM BARS 2-16mm Ø TOP BARS 2-16mm Ø TOP BARS RB 200 mm x 300 mm 2-16mm Ø BOTTOM BARS 2-16mm Ø BOTTOM BARS BEAM DETAILS

SCHEDULE OF REINFORCED CONCRETE BEAM DIMENSIONS (mm) STEEL REINFORCEMENT STIRRUPS BEAM MARK BD REBAR Ø (mm) END SUPPORT 1 MIDSPAN END SUPPORT 2 REBAR Ø (mm) SPACING (mm) 350 300 TOP BOTTOM TOP BOTTOM TOP BOTTOM TIE BEAM 300 450 16 10 1 @ 50, 4 @ 120, REST @ 350 FB1 200 300 16 22 22 22 10 1 @ 50, 6 @ 190, REST @ 300 FB2 200 300 16 10 1 @ 50, 4 @ 120, REST @ 350 RB 16 3222 32 10 1 @ 50, 4 @ 120, REST @ 350 22 2222 22 2222 BEAM SCHEDULE