X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 7000 7000 7000 6300 7000 6300 7000 7000 7000 M1BX-2A (300x650) 100 850 400 M1BX-12 ) (400x600 200 200 200 X2 X3 X4 X5 200 2400 200 2600 400 3475 3675 9600 M1BY-14 (400x600) HS=500 3100 200 100 1 150 M1BY-13 (400x600) 100 3300 M1BX-25 (400x600) 4950 400 3300 M1BX-24 (400x600) HS=250 SF +3.450 M1BY-14A (400x600) M1BY-3D (400x600) 4800 300 200 M1BX-19 (400x600) (NON STRUCTURE WALL) 200 200 Y2 TOP LEVEL +4.660 (400x600) M1BY-3C 3370 1550 HS=500 (300x600) M1BX-16A (400x600) M1BX-20 (400x600) 200 Y3.1 1 Y1 300 TOP LEVEL +4.660 (NON STRUCTURE WALL) (400x600) M1BY-14 250 300 200 100 100 600 80 CC-1 400 M1BY-12 (300x600) M1BY-4B (400x600) 200 300 200 200 CC-1 M1BY-11 CC-1 M1BY-6B (400x600) M1BY-6B (400x600) M1BX-23 (400x660) (400x500) M1BY-3A (400x500) M1BX-15B (300x750) 100 X1 Y4.1 300 M1BX-15A (250x2150) TOP LEVEL +5.810 (NON STRUCTURE WALL) 200 M1BX-11 (400x600) M1BY-4A CC-2 (400x2500) M1BX-15C (300x600) M1BY-6A M1BY-5A (250x500) 585 (400x2500) M1BY-6A M1BY-4B (400x600) 200 3100 M1BY-1A (400x600) 200 200 200 200 (400x500) M1BY-4A CC-1 1450 300 200 M1BY-2 (400x600) 220 400 220 1500 100 TOP LEVEL +6.610 100 400 980 Y3 M1BY-3B (400x600) 3300 M1BX-7 (400x600) M1BX-13 (400x600) HS=500 M1BX-22 (400x600) 200 M1BY-6 (400x600) M1BY-6 (400x600) M1BY-4 (400x600) 400 400 5950 400 HS=500 200 M1BX-17 (400x600) 400 M1BY-1 (400x600) 4800 300 200 M1BX-21 (400x600) ) Y5 M1BX-10 (300x600) 2100 100 Y1 HS=250 SF +5.550 (400x600 CC-1 M1BY-2B (400x600) 400 1550 300 M1BX-16 (400x600) M1BX-18 (400x600) M1BX-12 M1BX-1 (400x600) Y4 M1BX-9 (300x600) M1BX-15 (250x2150) 1350 8050 M1BY-2A (400x600) 3675 7050 TOP LEVEL +6.610 Y2 (NON STRUCTURE WALL) 3475 M1BX-14 (300x600) M1BY-9 (200x400) 250 M1BY-3A (400x500) 300 400 400 600 800 200 400 600 TOP LEVEL +7.710 5875 Y3.1 26600 Y3 1175 1000 Y4.1 200 1430 M1BX-11 (400x600) 250 100 M1BY-3 (400x600) M1BY-3 (400x600) M1BY-2 (400x600) 6100 M1BY-1A (400x600) M1BX-8 (300x600) TOP LEVEL +7.710 (NON STRUCTURE WALL) 400 H(150x300) 1080 (300x600) STEEL BEAM 1510 M1BX-6A (220x400) (300x650) 2190 150 M1BX-3 (220x400) M1BY-8 300 (300x500) M1BY-7 (300x600) Y4 M1BX-5 1920 M1BX-7 (400x600) M1BY-5 (250x500) 220 220 220 1100 1120 865 1485 100 5400 M1BX-4 940 980 M1BX-1 (400x600) Y5 2000 M1BX-6 (220x400) 130 (NON STRUCTURE WALL) M1BX-2 (300x600) M1BY-10 (300x600) 2000 M1BY-4 (400x600) 500 760 3FBY-10A (220x400) 2000 TOP LEVEL +7.710 100 400 400 100 (NON STRUCTURE WALL) X6 X7 X8 X9 180 X10 TL: 1/100 M1F - BEAM & SLAB LAYOUT D8@100 8D20 L1 400 C TI T DI N C U KI N - TR D8@100 L1 NH TH T C-TI T DI N C U KI N U KI N NH 300 TL: 1/20 DETAIL COLUMN CC-1 SC: 1/20 TL: 1/20 DETAIL COLUMN CC-1 (SL/QTY- 05) -Ti t di n d m [r ng (mm)xcao(mm)]: (Xem m t b ng) C O N NEO-N SC: 1/20 SAU PRELIMINARY STRUCTURAL MEMBER SIZES - EXCEPTING THE INDICATED NOTES -THE STRUCTURAL ELEMENT PARAMETERS: -Slab thickness (mm): Hs=250, Level:SF +6.650m -Slab thickness (mm): Hs=200, Level:SF +6.600m -Slab thickness (mm): Hs=250, Level:SF +4.750m -Inclined,slab thickness (mm): Hs=250 H 300 400 12D20 SC: 1/100 DESCRIPTION REV DETAIL RC WALL 01 CHANGE THE LEVEL OF FLOOR DATE 2017.06.30 TL/ SC: 1/20 (NON STRUCTURE WALL) SCALE MAIN-CONTRACTOR PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM H BEAM - RC Wall : ( Non Structure Wall) (The height of wall: H=1100mm (unless otherwise noted) SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION D10@200 -Beam dimension [width (mm)xheight(mm)]: (Show on layout) -THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS -Lneo:Length of rebar anchorage and lap -Ref to general notes Additional links for beam CONSULTANT V (SL/QTY- 01) REPRESENTATIVE OF CLIENT D12@200 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P14 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M1F - BEAM & SLAB LAYOUT Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION 2D32 T1 2D32 T2 D10@100 L 2D25 T2 TL:1/20 (L=2.47m+0.0+0.0; SL=01) D12@100 L B1 2D32 B1 2D25 B1 2D25 B1 2D32 T1 2D28 T2 2D32 T2 L 2D32 T1 2D32 T2 D10@100 M1BX-10 (300x600) 2D28 T2 TL:1/20 (L=5.55m+0.0+1.0; SL=01) D10@100 B2 2D32 2D32 B1 T1 2D28 2D32 B2 L 2D32 B1 T1 2D20 T2 +6.650 L +6.650 2D25 T1 2D20 T2 D8@100 2D20 B1 2D28 2D32 B1 4D16 M1BX-12(400x600) T1 2D25 L D8@100 2D25 B2 3D25 B1 4D16 T1 L D10@100 4D16 B1 300 +4.750 L B1 T2 L M1BX-14 (300x600) B2 TL:1/20 (L=6.6m+0.4+0.4; SL=01) 300 3D16 T1 +4.750 3D16 T1 T2A D10@200 600 3D25 T1 T2 D8@100 B1 (Add T2B (2D20, L=2350) at supports X3, X4, X7,X8) 3D25 500 2D25 2D25 +6.650 T1 B2 T2A 300 3D25 +6.650 TL:1/20 (L=5.82m+1.0+1.0; SL=02) B1 L 400 D10@200 L D10@100 B2 400 220 2D25 L 600 T1 300 +6.650 L 600 2D32 300 +6.650 600 300 +6.650 300 500 D12@100 2D32 4D16 TL:1/20 (L=2.5m+0.3+0.3; SL=01) T2 B2 2D20 M1BX-4 (300x500) 2D25 2D25 D8@100 +6.650 L T1 B2 400 400 M1BX-9 (300x600) 2D25 2D25 220 TL:1/20 (L=0.77m+0.25+0.3; SL=03) L T1 B2 2D32 M1BX-3 (220x400) T2 2D25 2D32 2D32 +6.650 2D32 D10@100 650 TL:1/20 (L=2.7m+1.0+0.0; SL=01) T1 B2 D10@100 650 M1BX-2A (300x650) 2D32 300 +6.650 2D32 300 +6.650 AT ENDS 300 +6.650 600 600 TL:1/20 (L=1.95m+1.0+0.0; SL=01) 300 +6.650 600 M1BX-2 (300x600) (AT MIDS) 600 300 +6.650 (BEAM NAME) AT ENDS 600 (AT MIDS) 600 (BEAM NAME) CROSS SECTION D10@100 B1 L B2A 3D16 300 T1 2D25 T2 650 TL:1/20 (L=2.47m+0.3+0.3; SL=01) D12@100 2D25 2D25 L T1 2D25 T2 D12@100 650 M1BX-5 (300x650) (Add B2A (2D16, L=4400) at middle of span X2-X3) 2D25 2D25 B2 2D25 B1 300 +5.270 300 3D25 T1 +5.270 3D25 L B2 M1BX-15B (300x750) B1 TL:1/20 (L=6.70m+0.3+0.3; SL=01) B1 (Add T2A (2D16, L=2300) at supports X2, X3) T1 T2A D10@200 2D10 L S D8@400 2D10 770 2D25 +6.650 770 300 +6.650 3D16 B1 S D8@400 L1 D10@100 M1BX-6 (220x400) M1BX-6A (220x400) 220 +6.650 (M1BX-6) +6.600 (M1BX-6A) 2D25 T1 B2A 220 +6.650 (M1BX-6) +6.600 (M1BX-6A) 2D25 400 T1 L D8@100 (Add T2A (2D20, L=2500) at supports X5, X6) 300 2D25 B1 2D32 T1 2D28 TL:1/20 (L=1.95m+1.0+0.0; SL=01) D12@100 600 M1BX-8 (300x600) CONSULTANT 2D28 2D32 +6.650 2D32 2D28 T2 L TL:1/20 (L=5.10m+0.3+0.3; SL=01) D10@200 3D20 T1 L D10@100 L B2A T2 D12@100 T1 +6.650 T2A T1 3D20 3D20 B1 B1 L (Add B2A (2D20, L=3400) at middle of span X5-X6) B2 2D28 B2 B1 2D32 B1 SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION 3D20 M1BX-15C (300x600) 300 600 +6.650 B1 300 600 2D25 B1 L +6.650 300 (Add T2A (2D20, L=2100) at supports X5, X6) SCALE MAIN-CONTRACTOR DESCRIPTION REV 01 CHANGE THE LEVEL OF BEAM PROJECT DATE 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM 3D25 B1 L 600 TL:1/20 (L=1.4m+0.3+0.3; SL=02) REPRESENTATIVE OF CLIENT 3D25 (Add B2A (2D20, L=4500) at middle of span X5-X6) D8@100 400 L1 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE22 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M1F - BEAM DETAIL (1) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION AT ENDS 400 400 +6.650 2D20 T1 +6.650 (BEAM NAME) 2D20 L D10@100 TL:1/20 (L=5.96m+0.0+0.3; SL=02) 4D20 4D20 B1 2D16 200 +6.600 T1 2D16 D8@100 L 2D16 L 2D16 B1 300 4D20 T1 4D20 TL:1/20 (L=4.63m+0.3+0.3; SL=01) T1 2D28 T1 2D25 T2 D10@200 2D25 2D10 2D10 S 2D10 S 2D10 S 2D28 +6.650 L TL:1/20 (L=1.025m+0.0+0.0; SL=02) S D8@400 2D10 2D10 S 2D10 S 2D10 S 2D10 2D25 M1BY-10A (220x400) L 2D20 TL:1/20 (L=0.42m+0.3+0.3; SL=02) S D8@400 L1 T1 2D20 2D25 2D20 T2 D8@100 L1 +6.650 L 2D20 4D25 B1 400 +4.750 S 3D20 M1BY-11 (300x600) TL:1/20 (L=3.17m+0.25+0.4; SL=01) S T1 D10@200 TL:1/20 (L=6.55m+0.4+0.4; SL=01) B1 T1 +4.750 4D25 3D20 L 4D25 4D25 B1 (Add B2A (2D20, L=4670) at middle of span Y1-Y2) 3D20 B1 L B1 M1BY-13 (400x600) T1 B1 2D25 T1 +6.650 +3.450 4D20 D10@200 TL:1/20 (L=6.45m+0.6+0.6; SL=01) 4D20 L D10@100 4D20 B1 2D25 B1 2D25 L B1 M1BY-14A (400x600) TL:1/20 (L=6.45m+0.6+0.6; SL=01) T1 +3.450 4D20 T1 T2A D10@200 4D20 L 600 D10@100 400 4D20 600 600 600 2D25 B1 T1 400 L L (Add T2A (2D20, L=2450) at supports Y1, Y2) +3.450 D10@100 T1 T2A 300 M1BY-7 (300x600) TL:1/20 (L=2.32m+0.0+0.3; SL=01) L 400 4D20 (Add T2A (2D20, L=3050) at supports Y2) 300 M2BY-8 (300x600) T1 D10@100 600 D10@100 +3.450 600 L 600 600 D10@200 B2A TL:1/20 (L=4.28m+0.0+0.3; SL=01) B1 3D20 400 +6.650 L T1 T2A TL:1/20 0L=10.12m+0.0+0.6; SL=02) T2 400 4D25 M1BY-6B (400x600) B1 300 +4.750 600 +4.750 M1BY-12 (300x600) 4D25 B2 S 600 2D10 L T1 D8@100 B1 300 2D10 T2 2D28 B1 400 2D10 S D10@100 L 2D25 220 +6.650 400 2500 D10@200 2500 M1BY-6A (400x2500) T1 S 2D10 S 2D28 2D25 B2 220 2D10 B1 D10@100 600 M1BY-10 (300x600) 400 +6.650 L 300 +6.650 600 +6.650 D8@100 B1 (Add T2A (2D20, L=2300) at supports Y4) 400 T1 M1BY-9 (200x400) TL:1/20 (L=1.6m+0.3+0.3; SL=01) 600 600 M1BY-6(400x600) AT ENDS 200 +6.600 T1 T2A D10@200 (AT MIDS) 400 (AT MIDS) 400 (BEAM NAME) CROSS SECTION D10@100 4D20 B1 L B1 (Add T2A (2D16, L=2450) at supports Y1, Y2) DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF BEAM DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE25 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M1F - BEAM DETAIL (4) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 7000 7000 7000 6300 7000 6300 7000 7000 7000 XT-10 XB-10 Y5 Y5 1650 5400 XT-1D 1650 1650 1650 XT-2 XLT-1 1650 XT-2 XLT-2 1650 XLT-2 1650 XT-3 XT-3 1650 XLT-2 1650 1650 XT-2 1650 XT-2 XLT-2 1650 XT-1 XLT-1 XT-8 XT-9 XB-1 XB-1 XB-8 XB-9 Y4 Y4 1650 1650 1650 XT-2 XLT-1 1650 XT-2 XLT-2 1650 XLT-2 1500 XT-4 1500 XLT-3 1650 XT-4 1650 1500 XT-4 XLT-2 1500 XLT-3 1650 XT-4 1650 XLT-2 1650 1650 XT-2 XLT-2 1650 XT-2 1650 XT-1 XLT-1 6100 XT-1 1650 XB-2 26600 Y3 Y3.1 Y4.1 1175 1000 Y4.1 Y3 1700 XT-1A 1500 5875 XT-1A XLT-2 1550 XT-4 1450 XLT-3 1600 XT-4 1600 1450 XT-4 XLT-2 1550 XLT-3 1700 XT-4 1700 XLT-2 1700 1700 XT-2 XLT-2 Y3.1 XT-1B XB-3 1650 XLT-1 1700 1550 XT-1A XT-1A 1550 XLT-1 XT-1A 1550 XT-2 XB-5 XB-5 Y2 Y2 7050 1500 XT-5 1650 XLT-4 1650 XT-5 1650 XT-6 XT-6 XLT-5 XB-5 1650 XT-1C XB-6 1650 XLT-2 1500 XT-4 1500 XLT-3 1650 XT-4 1650 1500 XT-4 XLT-2 1500 XLT-3 1650 XT-5 1650 XT-7 XLT-5 XB-4 1600 XT-5 XT-6 1600 XT-5 XLT-4 XB-5 XB-7 Y1 Y1 X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 TL: 1/100 PARAMETER OF REBAR SYMBOL SPECIFICATION SYMBOL PARAMETER OF REBAR SPECIFICATION SYMBOL SPECIFICATION SYMBOL M1F - LAYOUT OF UNIFORM ARRANGMENT SC: 1/100 SPECIFICATION PARAMETER OF REBAR SYMBOL SPECIFICATION - LEGEND: XT-1 D12a100 XT-5 D12a100 XB-1 D10a200 XB-8 D12a100 : Top rebars XLT-1 D8a200 XT-1A D12a100 XT-6 D12a100 XB-2 D10a200 XB-9 D10a100 : Bottom rebars XLT-2 D8a200 XT-1B D12a100 XT-7 D12a100 XB-3 D10a200 XB-10 D10a100 XLT-3 D8a200 XT-1C D12a100 XT-8 D12a100 XB-4 D10a200 XLT-4 D8a200 XT-1D D12a100 XT-9 D10a100 XB-5 D10a200 XLT-5 D8a200 XT-2 D12a100 XT-10 D10a100 XB-6 D10a200 XT-3 D12a100 XB-7 D10a200 XT-4 DESCRIPTION REV 01 DATE 2017.06.30 CHANGE SLAB PLAN D12a100 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM PROJECT DWG.No TAKAYUKI MATSUO ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P15 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M1F - SLAB REBAR LAYOUT (DIRECTION X) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 6300 7000 6300 7000 7000 7000 YT-20 YB-20 7000 YT-20 YB-20 7000 YT-20 YB-20 7000 YT-1 1200 YLT-1 1200 YT-1 1200 YLT-1 1200 YT-1 1200 YLT-1 YB-15 YT-15 1200 YB-17 YT-17 YB-18 YT-18 YB-16 YT-16 YB-15 YT-15 YT-1 1200 YLT-1 1200 YT-1 YLT-1 1200 1200 5400 YLT-1 1200 YT-1 Y5 1200 Y5 YT-2 YT-3 YB-1 Y4.1 Y3 YLT-2 2000 YT-4 YB-4 YLT-2 1350 1350 YT-2 YT-8 1200 YB-6 YLT-2 1350 1350 YT-2 YT-10 YLT-2 1350 2950 YB-8 YT-2 YT-10 YLT-9 1650 1650 YB-8 YT-2 YT-10 YLT-9 1650 YLT-9 1650 YT-2 YT-10 YB-8 1650 1650 YB-6 YT-2 YT-10 YB-4 YLT-2 1350 2950 YT-2 YT-8 YB-1 YLT-2 1350 1350 YT-2 YT-4 YB-2 YT-8 YLT-3 Y3.1 YT-5 2000 YT-5 2000 5875 1200 YB-2 YLT-3 Y3.1 26600 Y3 2000 Y4.1 1175 1000 6100 YLT-2 YT-3 1350 Y4 1350 Y4 YT-6 YT-6 YB-3 YLT-4 1250 YLT-5 1250 YT-9 YT-9 YB-5 1250 1250 YB-19 YT-19 YB-7 YT-11 YT-12 YLT-6 1650 1800 YB-7 YT-11 YT-12 YLT-6 1650 1650 YB-7 YT-11 YT-12 YLT-6 1650 1650 YB-5 YB-7 YT-11 YT-12 YLT-6 1650 1650 YT-9 YT-9 YLT-5 1250 YB-3 YLT-4 1250 YT-6 YT-7 7050 1250 Y2 1250 Y2 Y1 YT-21 YB-21 Y1 X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 TL: 1/100 PARAMETER OF REBAR SYMBOL SPECIFICATION SYMBOL SPECIFICATION PARAMETER OF REBAR SYMBOL SPECIFICATION SYMBOL SPECIFICATION SYMBOL M1F - LAYOUT OF UNIFORM ARRANGMENT PARAMETER OF REBAR SC: 1/100 SPECIFICATION SYMBOL SPECIFICATION SYMBOL SPECIFICATION - LEGEND: YT-1 D12a100 YT-9 D12a100 YT-17 D10a100 YB-1 D10a200 YB-8 D10a200 : Top rebars YLT-1 D8a200 YLT-6 D8a200 YT-2 D12a100 YT-10 D12a100 YT-18 D10a100 YB-2 D10a200 YB-15 D10a100 : Bottom rebars YLT-2 D8a200 YLT-7 D8a200 YT-3 D12a100 YT-11 D16a100 YT-19 D12a100 YB-3 D10a200 YB-16 D10a100 YLT-3 D8a200 YLT-8 D8a200 YT-4 D12a100 YT-12 D12a100 YT-20 D10a100 YB-4 D10a200 YB-17 D10a100 YLT-4 D8a200 YLT-9 D8a200 YT-5 D12a100 YT-13 D12a100 YT-21 D10a200 YB-5 D10a200 YB-18 D10a100 YLT-5 D8a200 YT-6 D12a100 YT-14 D12a100 YB-6 D10a200 YB-19 D10a200 YT-7 D12a100 YT-15 D10a100 YB-7 D10a200 YB-20 D10a200 YT-8 D12a100 YT-16 D10a100 REPRESENTATIVE OF CLIENT YB-21 CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION 01 DATE 2017.06.30 CHANGE SLAB PLAN D10a200 SCALE MAIN-CONTRACTOR PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM DESCRIPTION REV ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P16 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M1F - SLAB REBAR LAYOUT (DIRECTION Y) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 7000 7000 7000 6300 7000 6300 7000 7000 7000 Y1 750 750 750 750 750 Y5 750 Y5 1100 AYB-1 AYB-1 AXB-2A 1100 AXB-2 1100 1100 AXB-1 1050 1050 750 AXB-2 1100 AYB-1 AYB-1 1100 750 AXB-2 1100 750 1050 750 AXB-1 750 1050 AYB-1 X3 750 X3 AYB-1 5400 AYB-2 850 AYB-2 850 AYB-2 900 AXB-4 1050 Y3.1 AYB-4 X5 1100 750 X5 Y3 X6 AXB-4 950 900 1300 Y4 1300 1050 X1 YB-10 5875 X1 Y4.1 X6 AXB-5 1100 D16@200 AYB-4 Y1 1050 850 AXB-3 900 AXB-1 1050 1300 1100 1100 850 AXB-2 Y4 850 1050 AYB-3 1050 1100 AXB-2 1100 750 1300 900 1100 1550 AXB-3 1550 900 AXB-2 1100 1050 1100 AYB-2 1050 850 AYB-2 AXB-2 1100 AYB-5 Y3.1 26600 Y3 1175 1000 Y4.1 1100 1050 AXB-2 1100 AYB-3 1050 1050 AXB-1 850 1050 850 X2 AYB-2 AYB-2 6100 X2 850 Y4 850 Y4 1100 AXB-9 900 900 AYB-6 AYB-9 AXB-8 AXB-7 1100 AXB-6 1050 750 1100 1050 750 1100 AYB-7 900 750 1050 1050 AYB-8 750 AXB-9 1050 Y2 900 1050 Y3A 1100 1100 1050 AXB-7 AXB-8 1050 1100 750 1050 1100 AYB-9 AYB-8 750 AYB-7 750 AXB-6 750 1050 AYB-6 7050 Y3 1050 Y2 1050 Y2 Y1 Y1 Y3 Y3A X1 X2 Y2 X3 X4 X5 X6 X7 PARAMETER OF REBAR SPECIFICATION SYMBOL X9 X10 TL: 1/100 M1F - LAYOUT OF ADDITIONAL REBARS SYMBOL X8 SC: 1/100 SPECIFICATION AXB-1 D10a200 AYB-1 D10a200 AXB-2 D10a200 AYB-2 D10a200 : Top rebars AXB-2A D10a200 AYB-3 D10a200 : Bottom rebars AXB-3 D10a200 AYB-4 D10a200 AXB-4 D10a200 AYB-5 D10a200 AXB-5 D10a200 AYB-6 D10a200 AXB-6 D10a200 AYB-7 D10a200 REV AXB-7 D10a200 AYB-8 D10a200 01 AXB-8 D10a200 AYB-9 D10a200 AXB-9 D10a200 - LEGEND: REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR DATE 2017.06.30 ADD SECTION X2, X3 PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM DESCRIPTION ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P17 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M1F - LAYOUT OF ADDITIONAL REBARS Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD Y3 1200 - RC Wall : ( Non Structure Wall) +6.650 1200 1350 Lneo2 XLT-2 YLT-1 YT-2 YT-2 K YLT-2 @1000x1000 Lneo2 - RC Wall : ( Non Structure Wall) YT-8 YT-21 500 YT-12 +4.750 250 170 YT-1 1650 1350 XLT-2 - RC Wall : ( Non Structure Wall) 30 15070 Y4 100 50 Y5 Y1 YB-7 XB-1 YB-4 AYB-1 YB-4 XB-2 BEAM AYB-2 AXB-2 YB-4 750 850 4700 400 5300 400 5400 +4.090 100 850 600 400 YB-21 AXB-2 750 100 CT 1050 BEAM 800 +4.750 MC/SECTION Y2 400 7100 TL: 1/25 (X3~X6) BEAM M1BX-14 Y1 MC/SECTION Y1 TL: 1/25 Y3 1900 +6.650 1950 Lneo2 XT-1A Lneo2 XLT-1 500 YB-3 YLT-3 250 150 XT-1A 100 BEAM 750 YT-10a +4.680 1555 250 H1 30 25 H2 CT YB-2 XB-5 AXB-4 D8a400x400 KS CT YB-21 AYB-4 Lneo1 YB-8a H2 CT 1050 YT-21 H1 BEAM +5.550 +5.550 YT-7 170 100 Lneo2 1760 BRICK 1200 MC/SECTION Y3 345 +4.750 BEAM CT MC/SECTION X1 70 D8a400x400 BEAM M1BY-2A KS Bb BEAM TL: 1/25 Hb 15 50 100 +4.090 H1 440 +4.530 TL: 1/25 (X1-X2) BEAM H1 Lneo1 1460 +4.750 CT 400 2870 3D20 +4.090 100 3D20 B-1 CT 100 150 X2 1250 100 50 X1 5290 - RC Wall : ( Non Structure Wall) 870 Y2 B-1 15 3680 6550 MC/SECTION Y4 500 +6.650 +7.750 100 1250 BEAM M2BY-3D BEAM 1400 2560 2310 Slope +6.650 - RC Wall : ( Non Structure Wall) YT-7 100 RAMP +4.750 ~ +5.550 500 YB-3 BEAM 750 YT-21 SLAB M1F +4.680 100 100180 H1 500 180 30 BEAM (M2BY-11) 320 KS 150 H1 100 50 1260 Y1 Lneo2 BEAM (M1BY-3A) 1960 300 100 500 BEAM 2560 +7.750 X10 SLAB M1F Lneo1 600 X9 170 100 250 +6.650 X3 X1 TL : 1/20 70~870 X1 TL: 1/25 D8a400x400 CT 1550 1900 YLT-3 Slope +4.090 Lneo2 XT-1A B-1 Lneo2 XLT-1 BEAM (M1BY-3B) MC/SECTION X2 MC/SECTION X3 TL: 1/25 TL: 1/25 @1000x1000 CONSULTANT K AXB-4 100 1050 MC/SECTION X5 MC/SECTION Y3A XB-5 SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION DESCRIPTION REV DATE 1050 MC/SECTION X6 01 TL: 1/25 BEAM (M1BY-14) +4.090 100 TL: 1/25 (X2-X3) YB-2 2017.06.30 ADD SECTION X2, X3 BEAM (M1BY-14) SCALE MAIN-CONTRACTOR PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM Slope AYB-4 TL: 1/25 REPRESENTATIVE OF CLIENT XT-1A 3D20 250 70 600 50 +4.530 +4.090 700 70 700 +4.530 100 50 100 YB-21 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE26H DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M1F - SECTION & DETAIL Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 100 M2BX-13 (400x600) RC WALL C-1A (TOP LEVEL: +9.650) 200 3475 9780 M2BY-11 (400x600) 3675 200 200 (NON STRUCTURE WALL) (NON STRUCTURE WALL) X3 X4 X5 200 200 200 TOP LEVEL +8.960 400 Y2 150 4770 300 100 200 M2BY-11A (400x600) M2BY-3C (400x600) 200 100 200 200 M2BY-3B (400x600) 200 200 (NON STRUCTURE WALL) 3370 300 6750 M2BY-4B (400x600) M2BY-6B (400x600) M2BY-6B (400x600) M2BY-4B (400x600) M2BY-3B (400x600) 200 M2BX-19 (400x600) Y3.1 200 M2BY-3D (400x1350) M2BY-3A (400x500) 250 (400x500) M2BY-3A (400x500) M2BY-4A (400x2500) M2BY-6A M2BY-6A (400x2500) 200 M2BY-4A HS=500 M2BX-16A (400x600) M2BX-23 (400x600) 200 Y4.1 Y3 TOP LEVEL +8.960 X2 200 400 00) (400x6 M2BX-12 200 200 M2BX-11 (400x600) M2BY-1B (400x600) M2BY-3 (400x600) 220 400 220 1500 100 200 200 400 980 M2BY-4 (400x600) 200 M2BY-6 (400x600) M2BY-6 (400x600) M2BX-7 (400x600) M2BX-10 (300x600) 2100 200 400 3FBY-10A (220x400) (300x600) M2BX-9 (300x600) M2BY-4 (400x600) 400 ) Y5 Y4 TOP LEVEL +9.760 X1 200 M2BY-9 (200x400) 250 (400x600 250 100 M2BX-1 (400x600) M2BY-10 (300x600) 940 M2BY-8 M2BY-7 (300x600) 2190 300 100 130 M2BY-3 (400x600) 1080 1500 6050 400 1350 HS=500 200 100 400 H(150x300) M2BX-22 (400x600) 100 300 M2BY-2B (400x600) M2BX-21 (400x600) 100 M2BY-1A (400x600) HS=250 SF +8.550 (300x650) STEEL BEAM TOP LEVEL +10.860 M2BX-17 (400x600) 400 1550 400 4950 150 (NON STRUCTURE WALL) TOP LEVEL +9.760 7050 Y1 M2BX-18 (400x600) (300x500) 7000 (NON STRUCTURE WALL) M2BX-6A (220x400) 1430 M2BX-12 M2BX-14 (300x600) M2BX-5 7000 M2BX-2A (300x650) M2BX-15 (250x2150) M2BX-16 (400x600) Y2 M2BX-4 M2BX-8 (300x600) M2BY-3A (400x500) 300 400 400 500 800 M2BY-2A (400x600) M2BY-1 (400x600) 200 400 8050 3675 3475 5875 Y3.1 26600 Y3 TOP LEVEL +10.860 Y4.1 1175 1000 M2BX-11 (400x600) 150 220 220 220 1100 1120 865 1485 250 400 M2BY-2 (400x600) 6100 M2BY-1B (400x600) Y4 M2BX-3 (220x400) (400x500) 5400 RC WALL C-1A (TOP LEVEL: +9.650) M2BX-7 (400x600) M2BY-5 (250x500) M2BX-1 (400x600) 7000 M2BX-6 (220x400) 100 100 (NON STRUCTURE WALL) Y5 6300 M2BX-2 (300x600) TOP LEVEL +10.860 100 250 7000 400 6300 M2BY-2 (400x600) 7000 400 7000 1920 7000 Y1 400 100 X6 X7 X8 X9 180 X10 TL: 1/100 M2F - BEAM & SLAB LAYOUT - TR NH TH T C-TI T DI N C U KI N U KI N NH -Ti t di n d m [r ng (mm)xcao(mm)]: (Xem m t b ng) C O N NEO-N SAU PRELIMINARY STRUCTURAL MEMBER SIZES - EXCEPTING THE INDICATED NOTES -THE STRUCTURAL ELEMENT PARAMETERS: -Slab thickness (mm): Hs=250, Level:SF +9.650m -Slab thickness (mm): Hs=200, Level:SF +9.600m -Slab thickness (mm): Hs=250, Level:SF +7.750m -Inclined,slab thickness (mm): Hs=250 H C TI T DI N C U KI N SC: 1/100 SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION H BEAM DESCRIPTION REV DETAIL RC WALL 01 CHANGE THE LEVEL OF FLOOR DATE 2017.06.30 TL/ SC: 1/20 (NON STRUCTURE WALL) SCALE MAIN-CONTRACTOR PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM D10@200 -Beam dimension [width (mm)xheight(mm)]: (Show on layout) -THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS -Lneo:Length of rebar anchorage and lap -Ref to general notes - RC Wall : ( Non Structure Wall) (The height of wall: H=1100mm (unless otherwise noted) CONSULTANT V Additional links for beam REPRESENTATIVE OF CLIENT D12@200 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P18 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M2F - BEAM & SLAB LAYOUT Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION 400 +9.650 (AT MIDS) 400 4D20 T1 +9.650 4D20 600 600 D10@100 TL:1/20 (L=20m+1.0+1.0; SL=02) 4D20 2D25 M2BX-6A (220x400) TL:1/20 (L=1.4m+0.3+0.3; SL=01) L 4D20 B1 220 +9.600 T1 2D25 +9.600 T1 D8@100 L 2D25 L 2D25 TL:1/20 (L=1.95m+1.0+0.0; SL=01) D12@100 L 2D32 B1 T1 +9.650 2D32 2D32 2D32 2D32 B2 2D32 B1 220 2D25 2D20 M2BX-3 (220x400) 400 TL:1/20 (L=0.77m+0.25+0.3; SL=03) T1 2D20 T2 D8@100 2D20 2D25 L 2D20 B1 M2BX-9 (300x600) 2D25 T2 TL:1/20 (L=2.47m+0.0+0.0; SL=01) D12@100 2D25 2D25 2D32 +9.650 L M2BX-10 (300x600) 2D28 T2 TL:1/20 (L=5.55m+0.0+1.0; SL=01) D10@100 B1 L +9.650 L T2 TL:1/20 (L=5.82m+1.0+1.0; SL=02) L D8@100 2D25 3D25 2D25 T1 2D25 T2 M2BX-5 (300x650) D12@100 650 TL:1/20 (L=2.47m+0.3+0.3; SL=01) 2D25 2D25 +9.650 L B1 2D32 B1 400 4D16 T1 2D25 REPRESENTATIVE OF CLIENT D8@100 CONSULTANT T1 L B1 SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION +9.650 2D25 T1 2D25 T2 2D25 400 400 TL:1/20 (L=1.4m+0.3+0.3; SL=01) B1 (Add T2B (2D20, L=2350) at supports X3, X4, X7,X8) L 300 3D16 T1 +7.750 3D16 M2BX-14 (300x600) TL:1/20 (L=6.6m+0.4+0.4; SL=01) T1 T2A D10@200 L D10@100 L B2A B2 3D16 3D16 B1 B1 B1 (Add T2A (2D16, L=2300) at supports X2, X3) D8@100 T1 L DESCRIPTION REV 2D25 B1 01 SCALE MAIN-CONTRACTOR CHANGE THE LEVEL OF BEAM PROJECT DATE 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM 4D16 B1 L 220 2D25 M2BX-6 (220x400) T1 D10@100 300 2D25 220 4D16 T2A (Add B2A (2D16, L=4400) at middle of span X2-X3) +9.650 +9.650 L B1 +7.750 2D25 B1 L B2 D12@100 B2 T2 2D32 4D16 L 300 650 +9.650 2D28 D10@100 600 2D25 300 T1 B2 600 T2 B1 2D32 600 3D25 B1 2D28 D10@200 M2BX-12(400x600) B2 B2 B2 600 2D25 L B1 T1 500 TL:1/20 (L=2.5m+0.3+0.3; SL=01) 2D25 +9.650 T2 2D28 T2 3D25 D8@100 500 M2BX-4 (300x500) T1 2D25 300 T1 300 3D25 B1 T1 2D25 400 +9.650 B2 2D25 2D25 B1 2D32 +9.650 300 L D12@100 B2 300 +9.650 T1 D8@100 T2 L 220 +9.650 400 +9.650 2D28 300 T1 B2 2D32 T1 2D28 B1 2D25 T2 D10@100 650 L +9.650 T1 +9.650 T2 D10@100 650 TL:1/20 (L=2.7m+1.0+0.0; SL=01) B1 2D32 2D32 L 300 2D32 2D32 B2 2D32 B1 D12@100 B2 300 2D32 300 M2BX-2A (300x650) T2 D10@100 B2 2D28 L 600 2D32 T1 2D32 T2 D10@100 600 TL:1/20 (L=1.95m+1.0+0.0; SL=01) 2D32 600 300 600 M2BX-2 (300x600) T2 2D28 600 2D32 T1 M2BX-8 (300x600) 600 T1 2D32 (Add T2B (2D16, L=4000) at supports X2, X3, X8, X9) +9.650 L 300 +9.650 600 +9.650 600 2D32 D8@100 B1 300 +9.650 T1 B1 (Add T2A (2D16, L=2150) at supports X1, X4, X7, X10) 300 AT ENDS 220 T2A T2B D10@200 M2BX-1 (400x600) (BEAM NAME) AT ENDS 400 (AT MIDS) 400 (BEAM NAME) CROSS SECTION ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE27 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M2F - BEAM DETAIL (1) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION 400 +8.650 (AT MIDS) 400 4D16 T1 +8.650 T1 L 4D16 +8.550 T1 4D16 T1 T2A M2BX-21 (400x600) L D10@100 400 +8.550 T2A 600 TL:1/20 (L=6.2m+0.6+0.6; SL=01) AT ENDS 400 4D16 600 D10@200 M2BX-16(400x600) (BEAM NAME) AT ENDS D10@200 TL:1/20 (L=6.2m+0.6+0.6; SL=01) L 600 (AT MIDS) 600 (BEAM NAME) CROSS SECTION D10@100 L B2A 4D16 B1 (Add B2A (2D16, L=4200) at middle of span X1-X2) TL:1/20 (L=6.2m+0.6+0.6; SL=01) T1 T2A D10@100 L B2A 4D16 4D16 B1 (Add B2A (2D16, L=4200) at middle of span X9-X10) T1 4D16 T1 D10@200 L D10@100 TL:1/20 (L=6.35m+0.6+0.6; SL=01) 4D16 B1 4D16 B1 L B1 (Add T2A (2D20, L=2500) at supports X2, X3) 400 T1 D10@200 TL:1/20 (L=6.2m+0.6+0.6; SL=01) L +7.750 4D16 600 4D16 600 M2BX-19 (400x600) 4D16 (Add T2A (2D20, L=2400) at supports X9, X10) 400 +7.750 400 +-. - T2A M2BX-22 (400x600) L 600 M2BX-16A(400x600) 4D16 600 D10@200 400 +-. - 600 T1 +7.450 B1 (Add T2A (2D20, L=2400) at supports X1, X2) 400 4D16 4D16 B1 (Add T2A (2D20, L=2400) at supports X1, X2) 400 +7.450 4D16 B1 600 4D16 T1 D10@100 L B2A 2500 B1 PL1-10x80x250 Bulong: 2x2 M16 (5.6) 100 50 PL2-12x200x360 80 PL3-6x100x100 20 20 50 Bulong: M16 (8.8) 80 200 Steel Beam H-150x300x6x9 80 (Add B2A (2D16, L=4200) at middle of span X9-X10) 4D16 (H-150x300x6x9) 80 B1 250 60 65 65 60 4D16 RC Wall 25 BEAM STEEL BEAM DETAIL 150 25 TL : 1/20 TL/SC : 1/10 DESCRIPTION REV REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM PROJECT DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE28 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.10 M2F - BEAM DETAIL (2) RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION (BEAM NAME) (AT MIDS) CROSS SECTION (BEAM NAME) AT ENDS (AT MIDS) AT ENDS 400 +9.650 TL:1/20 (L=4.28m+0.0+0.3; SL=01) 600 D10@200 M2BY-8 (300x600) L 2D25 2D25 M2BY-10A (220x400) TL:1/20 (L=0.42m+0.3+0.3; SL=02) D10@100 TL:1/20 (L=2.32m+0.0+0.3; SL=01) +9.650 T1 2D25 B1 2D25 T1 2D20 T2 D8@100 L 2D20 +9.650 L 2D16 200 +9.600 T1 2D16 M2BY-11A (400x600) 400 TL:1/20 (L=1.6m+0.3+0.3; SL=01) D8@100 2D16 400 M2BY-9 (200x400) L D8@100 2D16 B1 L D10@200 L 4D20 T1 2D28 2D25 M2BY-10 (300x600) 600 TL:1/20 (L=4.63m+0.3+0.3; SL=01) 2D28 2D25 L 2D25 2D28 B1 2D10 S D10@100 L S L1 2D10 L 4D20 4D20 B1 S 2D10 B1 S 2D10 2D25 T1 S B2A 4D25 T2 D10@100 B2 S TL:1/20 (L=6.45m+0.6+0.6; SL=01) B1 2D28 T2 D10@200 2D25 +9.650 T1 2D10 D8@400 300 600 +9.650 S 2D10 (Add T2A (2D16, L=2450) at supports Y1, Y2) 300 2D10 B1 T2A T1 T1 D10@100 +7.750 T1 4D20 L 400 4D20 600 +9.600 T2 2D20 B1 600 2D20 D8@100 400 200 T1 B1 +7.750 2D25 2500 M2BY-7 (300x600) +9.650 T1 220 400 2D25 220 600 +9.650 300 400 300 B1 L TL: 1/20 B2 B1 Y3 1025 2655 720 400 +7.750 400 4D25 4D20 T1 +7.750 4D25 T1 Lneo1 D10@200 Y2 D10@100 4D25 L D10@100 1600 L D10@200 L 1600 D10@100 L 1470 D10@100 L D10@100 1900 1600 D10@100 L 7x2D10 S L 4D25 B1 TL: 1/20 2D25 2D25 RC Wall 4D25 Lneo1 +7.750 400 4D25 2D25 600 600 4D25 2D25 4D25 4D25 Lneo1 4D25 L D10@100 2D25 B2A L B2A 4D25 B1 TL: 1/20 1000 T1 T2A D10@100 2D25 4D25 T1 +7.750 600 4D25 B1 TL: 1/20 400 +7.750 L 600 Y1 M2BY- 6A 600 M2BY- 6B B1 TL: 1/20 1025 7050 4395 2655 DESCRIPTION REV TL: 1/25 - (L=10.720, SL:02) 01 CHANGE THE LEVEL OF BEAM DATE 2017.06.30 TL: 1/25 - (L=1.025, SL:02) REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM PROJECT DWG.No TAKAYUKI MATSUO ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE30 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M2F - BEAM DETAIL (4) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 6300 7000 6300 100 980 220 1325 300 220 400 M3BY-3A (300x600) 2100 (400x600 M3BX-12 M3BX-11 (400x600) ) M3BX-13 (400x600) Y4.1 Y3 400 400 Y5 400 940 M3BY-6 (300x600) 400 ) M3BX-1 (400x600) M3BX-10 (300x600) 200 400 500 400 1200 300 (400x600 400 100 Y4 1080 M3BX-14 (300x600) M3BY-1 (400x600) M3BY-1 (400x600) Y3.1 200 5875 Y3.1 26600 Y3 1175 1000 Y4.1 M3BX-12 200 M3BY-9 (200x400) M3BX-9 (300x600) 400 M3BY-3A (300x600) 6100 M3BX-11 (400x600) 770 250 300 1080 (300x600) 2190 H(150x300) 7000 M3BX-2A (300x600) (300x650) STEEL BEAM 1920 150 M3BX-3 (220x400) 7000 M3BY-10 (300x600) (300x500) M3BX-8 (300x600) 1430 M3BX-5 M3BY-8 300 M3BX-4 M3BY-7 (300x600) Y4 M3BY-5 (250x500) 5400 400 220 220 220 1100 1120 865 1485 100 M3BX-1 (400x600) Y5 M3BX-6 (220x400) 130 M3BX-2 (300x600) 7000 200 400 7000 3FBY-10A (220x400) 7000 M3BY-6 (300x600) 7000 M3BX-15 (400x600) Y2 300 M3BY-2 (400x600) M3BY-2 (400x600) M3BY-3 (400x600) 200 200 200 200 200 200 200 200 200 200 200 200 200 200 100 M3BX-16 (400x600) 100 Y1 M3BY-4 (400x600) M3BY-4 (400x600) M3BY-3 (400x600) M3BY-2 (400x600) 300 7050 M3BY-2 (400x600) 200 Y2 200 200 100 400 Y1 400 100 X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 TL: 1/100 Additional links for beam M3F - BEAM & SLAB LAYOUT C TI T DI N C U KI N - TR NH TH T C-TI T DI N C U KI N U KI N NH -Ti t di n d m [r ng (mm)xcao(mm)]: (Xem m t b ng) C O N NEO-N SAU SC: 1/100 PRELIMINARY STRUCTURAL MEMBER SIZES - EXCEPTING THE INDICATED NOTES -THE STRUCTURAL ELEMENT PARAMETERS: -Slab thickness (mm): Hs=250, Level:SF +12.850m -Beam dimension [width (mm)xheight(mm)]: (Show on layout) -THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS -Lneo:Length of rebar anchorage and lap -Ref to general notes DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF FLOOR DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P22 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM & SLAB LAYOUT Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION 300 2D32 T1 2D32 T2 M3BX-2 (300x600) D10@100 600 TL:1/20 (L=1.95m+1.0+0.0; SL=01) M3BX-2A (300x600) TL:1/20 (L=2.7m+1.0+0.0; SL=01) (AT MIDS) 300 2D32 T1 2D32 T2 L AT ENDS 220 +12.850 D10@100 600 +12.850 (BEAM NAME) AT ENDS L 2D32 B2 2D32 B2 2D32 B1 2D32 B1 220 +12.850 M3BX-6 (220x400) 2D25 +12.850 T1 2D25 D8@100 2D25 L 2D25 400 TL:1/20 (L=0.77m+0.25+0.3; SL=03) 2D20 T2 D8@100 2D20 +12.850 2D25 T1 2D20 T2 L D8@100 2D20 B1 M3BX-8 (300x600) TL:1/20 (L=1.95m+1.0+0.0; SL=01) 2D32 T1 2D28 T2 D12@100 L 2D28 2D32 B1 2D32 T1 2D28 T2 L 2D28 2D32 B1 TL:1/20 (L=2.5m+0.3+0.3; SL=01) T2 D8@100 2D25 3D25 3D25 2D25 L T1 T2 D8@100 2D25 B2 3D25 B1 L M3BX-9 (300x600) 2D25 2D25 TL:1/20 (L=2.47m+0.0+0.0; SL=01) T1 T2 D12@100 2D25 B2 2D25 B1 +12.850 2D25 2D25 L 2D25 B2 2D25 B1 300 2D25 650 TL:1/20 (L=2.47m+0.3+0.3; SL=01) T1 T2 D12@100 2D25 2D25 L B2 B1 +12.850 2D25 2D25 T1 T2 D12@100 2D25 2D25 M3BX-10 (300x600) TL:1/20 (L=5.55m+0.0+1.0; SL=01) L 2D32 T1 2D28 T2 B2 B1 T1 T2 L B2 B1 300 +12.850 D10@100 L +12.850 600 M3BX-5 (300x650) 2D25 650 +12.850 300 600 300 B2 D12@100 600 T1 +12.850 L 300 +12.850 600 2D25 500 M3BX-4 (300x500) 3D25 500 +12.850 300 D12@100 B2 300 300 B1 +12.850 600 T1 600 M3BX-3 (220x400) 2D25 L 300 220 400 +12.850 D8@100 B1 300 +12.850 220 T1 TL:1/20 (L=1.4m+0.3+0.3; SL=02) 400 (AT MIDS) 400 (BEAM NAME) CROSS SECTION 2D32 T1 2D28 T2 D10@100 L 2D28 B2 2D28 B2 2D32 B1 2D32 B1 B1 DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF BEAM DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE32 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (1) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION 400 +12.850 (AT MIDS) 400 4D20 T1 +12.850 4D20 T2A M3BX-14 (300x600) 600 D10@100 3D16 +12.850 T1 3D16 D10@200 TL:1/20 (L=6.6m+0.4+0.4; SL=01) TL:1/20 (L=5.82m+1.0+1.0; SL=02) 300 +12.850 T1 L 600 D10@200 AT ENDS 300 1 M3BX-12(400x600) (BEAM NAME) AT ENDS T1 T2A L 600 (AT MIDS) 600 (BEAM NAME) CROSS SECTION D10@100 L L B2A 4D20 4D20 B1 3D16 B1 3D16 B1 B1 (Add T2B (2D16, L=2150) at supports X3, X4, X7,X8) (Add B2A (2D16, L=4400) at middle of span X2-X3) 400 T1 TL:1/20 (L=18.4m+1.0+1.0; SL=01) 4D20 B1 D10@100 4D20 L 400 +12.850 4D16 L 600 M3BX-13(400x600) 400 T1 T2A T2B 600 D10@200 4D20 M3BX-16 (400x600) +12.850 T1 D10@200 4D16 L D10@100 TL:1/20 (L=60.6m+0.6+0.6; SL=01) B1 4D16 T1 T2A T2B 600 4D20 +12.850 600 400 +12.850 (Add T2A (2D16, L=2300) at supports X2, X3) 4D16 B1 L B1 (Add T2A (2D16, L=2150) at supports X4, X7) (Add T2A (2D20, L=2400) at supports X1, X10) (Add T2B (2D16, L=3500) at supports X5, X6) (Add T2B (2D20, L=3800) at supports X2, > X9) 2500 PL1-10x80x250 PL2-12x200x360 (H-150x300x6x9) 80 20 80 200 PL3-6x100x100 20 50 80 100 250 60 65 65 60 Steel Beam H-150x300x6x9 80 50 Bulong: 2x2 M16 (5.6) Bulong: M16 (8.8) RC Wall 25 BEAM STEEL BEAM DETAIL 150 25 TL : 1/20 TL/SC : 1/10 DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF BEAM DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE33 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (2) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD CROSS SECTION FOR BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S-CD)) CROSS SECTION (AT MIDS) 2D20 T1 2D20 300 T1 L D8@100 TL:1/20 (L=4.28m+0.0+0.3; SL=01) L B2A 2D20 2D25 T1 M3BY-7 (300x600) 500 2D20 B1 D10@200 TL:1/20 (L=2.32m+0.0+0.3; SL=01) 2D25 3D20 T1 2D25 B1 D10@200 L 200 T1 T2A 600 TL:1/20 (L=6.08m+0.0+0.4; SL=02) 3D20 600 M3BY-6 (300x600) L L B1 300 +12.850 D10@100 L 200 +12.850 M3BY-9 (200x400) 2D16 B1 3D20 T1 2D16 T1 D8@100 2D16 3D20 +12.850 TL:1/20 (L=1.6m+0.3+0.3; SL=01) 400 300 T1 D10@100 (Add B2A (2D20, L=3600) at middle of span Y4-Y5 ) +12.850 2D25 1 M3BY-8 (300x600) B1 +12.850 400 500 D8@100 300 +12.850 TL:1/20 (L=5.35m+0.3+0.3; SL=01) AT ENDS 250 +12.850 M3BY-5 (250x500) (AT MIDS) 600 250 +12.850 (BEAM NAME) AT ENDS 600 (BEAM NAME) CROSS SECTION L D8@100 2D16 B1 L B1 B1 300 300 +12.850 M3BY-10 (300x600) 2D28 2D25 T2 D10@200 600 TL:1/20 (L=4.63m+0.3+0.3; SL=01) T1 2D25 2D28 +12.850 2D28 2D25 L 2D25 B2 2D28 B1 220 2D25 T1 2D20 T2 D8@100 2D20 L +12.850 400 400 TL:1/20 (L=0.42m+0.3+0.3; SL=02) T2 L B2 B1 220 +12.850 M3BY-10A (220x400) T1 D10@100 600 (Add T2A (2D16, L=2200) at supports Y3, Y4) 2D25 T1 2D20 T2 D8@100 2D20 B1 L B1 DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF BEAM DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE34 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (3) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X8 X2 X7 X1 1500 L X9 X3 1500 D10@200 D10@100 L 1500 D10@100 L X10 X4 1500 D10@100 D10@200 L 1500 D10@100 L 1500 D10@200 D10@100 L D10@100 2D16 4D20 2D16 2D16 4D20 2D16 2D16 4D20 2D16 600 +12.850 4D20 4D20 7000 T1 2D16 T2A D10@100 4D20 +12.850 4D20 T1 D10@200 400 +12.850 4D20 TL: 1/20 4D20 T1 2D16 T2B TL: 1/25 - (L=22.000, SL:02) L D10@100 L B1 7000 4D20 B1 TL: 1/20 L B1 TL: 1/20 X1 X8 X2 X9 1500 L D10@100 X3 X10 1500 D10@200 L 1500 L D10@100 1500 D10@100 D10@200 L D10@100 1 1 400 4D20 2D16 2D16 4D20 +12.850 2D16 600 600 +12.850 4D20 4D20 T1 2D16 T2A D10@100 4D20 4D20 4D20 T1 D10@200 +12.850 4D20 B1 4D20 T1 2D16 T2B L D10@100 L TL: 1/20 7000 400 +12.850 600 2D16 400 600 4D20 400 600 600 +12.850 7000 600 400 4D20 4D20 B1 TL: 1/20 L B1 TL: 1/20 7000 TL: 1/25 - (L=15.100, SL:02) DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF BEAM DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE35 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (4) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X2 X3 X1 1600 L 1600 D10@100 L D10@200 L 1600 D10@100 L X5 X4 1600 D10@200 D10@100 L 1600 D10@100 L 1600 D10@200 D10@100 L 1600 D10@100 L D10@100 2D16 4D20 2D16 2D16 4D20 2D20 2D20 4D20 2D20 600 +12.850 4D20 4D20 7000 4D20 7000 6300 TL: 1/25 - (L=61.800, SL:01) X5 X6 1600 1600 D10@100 L D10@100 X7 X8 X9 1600 D10@200 L 2D20 D10@100 4D20 1600 L D10@100 2D16 1600 D10@200 L 2D16 D10@100 4D20 X10 1600 L D10@100 2D16 1600 D10@200 L 2D16 L 4D20 D10@100 L 2D16 600 +12.850 4D20 4D20 7000 4D20 6300 7000 TL: 1/25 - (L=61.800, SL:01) 1 4D20 T1 2D16 T2A D10@100 4D20 +12.850 4D20 T1 D10@200 +12.850 4D20 4D20 T1 2D16 T2B 400 +12.850 4D20 T1 2D20 T2C L D10@100 L B1 400 600 600 +12.850 400 4D20 B1 600 400 600 D10@100 L 4D20 B1 L B1 DESCRIPTION REV TL: 1/20 TL: 1/20 TL: 1/20 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR CHANGE THE LEVEL OF BEAM PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM DATE TL: 1/20 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE35A DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (5) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD Y1 Y2 1600 L Y4.1 1800 D10@100 L 2D20 D10@200 L 4D20 1800 D10@100 L 1800 D10@200 D10@100 2D25 2D25 L 4D20 1800 D10@100 D10@100 2D20 L 2D20 600 +12.850 4D20 4D20 7050 8050 TL: 1/25 - (L=25.800, SL:02) Y4.1 1800 L Y5 Y4 1800 L D10@100 D10@200 D10@100 2D20 2D20 L 4D20 1500 1500 D10@100 D10@100 2D20 1300 L L 2D20 4D20 D10@100 2D20 600 +12.850 4D20 4D20 6100 5400 TL: 1/25 - (L=25.800, SL:02) 1 400 2D20 T2A D10@100 4D20 4D20 T1 D10@200 4D20 T1 2D25 T2B 4D20 T1 2D20 T2C +12.850 4D20 T1 2D20 T2D 400 +12.850 4D20 T1 2D20 T2E L D10@100 L B1 4D20 +12.850 400 4D20 B1 D10@100 L 4D20 B1 D10@100 L 4D20 B1 600 T1 +12.850 400 600 4D20 +12.850 600 600 +12.850 400 600 400 600 D10@100 L 4D20 B1 L B1 DESCRIPTION REV TL: 1/20 TL: 1/20 TL: 1/20 TL: 1/20 TL: 1/20 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR CHANGE THE LEVEL OF BEAM PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM DATE TL: 1/20 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE35B DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (6) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD Y3 Y2 1 400 400 +12.850 1600 D10@100 L D10@200 L 1600 D10@100 L 1600 D10@200 D10@100 L 2D20 D10@100 600 L 1600 4D20 2D20 4D20 2D25 2D25 4D20 T1 4D20 2D20 4D20 T2A D10@100 +12.850 T1 D10@200 L 600 Y1 L B1 4D20 B1 4D20 T1 2D20 T2C +12.850 600 TL: 1/20 TL: 1/20 1 400 400 4D20 600 4D20 4D20 T1 2D25 T2B D10@100 4D20 7050 +12.850 600 +12.850 D10@100 L 4D20 B1 L B1 7050 TL: 1/20 TL: 1/20 TL: 1/25 - (L=15.000, SL:02) Y3 Y5 Y4 1500 L 1500 D10@200 D10@100 L 1500 D10@100 L 1100 D10@100 D10@200 L 300 D10@100 300 +12.850 3D20 T1 2D16 T2A +12.850 3D20 T1 3D20 2D16 2D16 3D20 600 2D16 2D16 +12.850 600 D10@200 D10@100 +9.650 L 3D20 B1 B1 600 600 3D20 L TL: 1/20 3D20 3D20 TL: 1/20 1 300 300 T1 2D16 T2B D10@100 7100 3D20 5400 CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR T2C L B1 TL: 1/20 DESCRIPTION PROJECT DATE DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM 2D16 3D20 B1 REV REPRESENTATIVE OF CLIENT T1 D10@100 L TL: 1/20 TL: 1/25 - (L=13.600, SL:02) 3D20 600 3D20 +12.850 600 +12.850 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE35C DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (7) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD Y1 Y3 Y2 1600 L 1600 D10@100 L D10@200 L 1000 D10@100 L 1000 D10@200 D10@100 L D10@100 2D20 4D20 4D25 4D25 4D20 Lneo1 4D25 4D20 Lneo1 600 +12.850 Lneo1 4D20 7050 4395 2655 TL: 1/25 - (L=15.000, SL:02) 4D20 600 2D20 +12.850 T1 4D20 +12.850 4D20 4D25 T2A D10@100 T1 400 D10@200 L T1 D10@100 L 400 +12.850 4D20 4D25 T2B D8@400 600 +12.850 400 600 T1 T2B D8@400 L1 600 400 L L1 D10@200 D10@100 L 4D25 B2A 4D20 B1 TL: 1/20 TL: 1/20 Y1 4D20 B1 4D20 B1 TL: 1/20 B1 TL: 1/20 Y2 Y4.1 +12.850 1600 D10@100 L D10@200 L 1800 D10@100 L D10@100 4D20 T1 2D20 T2A 1800 D10@200 L D10@100 600 L 1800 400 D10@100 400 +12.850 4D20 T1 D10@200 L 600 4D20 L 2D20 4D20 4D20 4D20 4D20 2D20 4D20 600 +12.850 4D20 B1 TL: 1/20 TL: 1/20 1 400 4D20 400 4D20 T1 4D20 T2B 600 D10@400 D10@100 4D20 7050 +12.850 L1 600 +12.850 4D20 B1 4D20 T1 2D20 T2C D10@100 L 4D20 B1 L B1 8050 TL: 1/20 TL: 1/20 TL: 1/25 - (L=16.000, SL:04) DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF BEAM DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE35D DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - BEAM DETAIL (8) Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD Y3 Y2 1650 XT-5 +12.850 Y1 +12.850 YT-5A Lneo2 Lneo2 YLT-2 YT-3 250 250 YT-5 1650 XLT-5 YB-5 BEAM BEAM YB-2 BEAM K AYB-6 XB-4 XB-5 YB-2 @1000x1000 1050 400 1700 BEAM AXB-6 300 1050 400 1600 6550 7050 400 7050 100 MC/SECTION Y1 TL: 1/25 DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR PROJECT 2017.06.30 DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM CHANGE THE LEVEL OF SLAB DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE35E DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 M3F - SECTION & DETAIL Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 7000 6300 100 130 400 100 220 100 2FBY-3 (400x600) A 2FBX-12 0) (400x170 200 2FBX-11A (400x1700) 2FBX-13A (400x1700) 2FBY-11 (400x700) 200 2FBY-4B (400x1500) 2FBY-3C (400x700) 2FBY-3C (400x700) 2FBX-13B (300x660) 2FBX-15A (400x700) SLOPE i=1% C 2FBY-2B (400x700) 2FBY-2B (400x700) 2FBY-2B (400x700) B SLOPE i=1% 2965 5930 2FBY-2B (400x700) 2965 2FBY-2B (400x700) 2FBY-1B (400x1500) 200 Y2 C 150 X6 +15.910 100 120 SC: 1/100 +16.000 D10@200 510 450 +15.400 D12@200 V TL: 1/100 2F - BEAM & SLAB LAYOUT H D12@200 V D10@200 H H D10@200 SLAB - RC Wall : ( Non Structure Wall) - A D12@150 BEAM 2FBX-1, 2BY-6 TYPICAL WALL - A SLAB - TR NH TH T C-TI T DI N C U KI N U KI N NH BEAM 2FBX-16 MC/SECTION B-B TL/ SC: 1/20 TL/ SC: 1/20 -Ti t di n d m [r ng (mm)xcao(mm)]: (Xem m t b ng) C O N NEO-N Y1 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION D12@150 BEAM 2FBX-15 5930 D12@150 TYPICAL WALL - B TL/ SC: 1/20 SAU - EXCEPTING THE INDICATED NOTES -THE STRUCTURAL ELEMENT PARAMETERS: -Slab thickness (mm): Hs=210, Level:SF +16.000m -Slab thickness (mm): Hs=260, Level:SF +16.050m -Slab thickness (mm): Hs=250, Level:SF +15.590m -Slab thickness (mm): Hs=250, Level:SF +14.550m -Slab thickness (mm): Hs=180, Level:SF +15.970m 2965 V D10@200 H i=1% PRELIMINARY STRUCTURAL MEMBER SIZES SLAB i=1% BEAM 2FBX-16 DESCRIPTION REV MC/SECTION A-A -Beam dimension [width (mm)xheight(mm)]: (Show on layout) -THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS -Lneo:Length of rebar anchorage and lap -Ref to general notes Y1 SCALE MAIN-CONTRACTOR 01 CHANGE THE LEVEL OF FLOOR DATE 2017.06.30 TL/ SC: 1/20 PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM +15.800 ADDING CONCRETE D12@200 +14.550 C TI T DI N C U KI N CT/DETAIL A 400 - RC Wall : ( Non Structure Wall) - B +14.550 X5 200 2965 TL/ SC: 1/20 +14.550 500 X10 400 100 280 H +15.300 Additional links for beam 650 500 D10@200 V D12@150 200 2900 200 200 V X9 +15.800 SLAB +14.550 D12@150 200 50 +15.910 +17.450 180 350 +15.850 D12@200 50 50 200 200 B 200 1360 200 200 X8 +16.350 +17.450 200 X7 100 120 620 200 320 DETAIL A 200 1500 X5 200 210 110 X4 200 100 200 200 250 A X3 200 Y1 280 200 250 X2 200 50 200 500 100X1 400 200 2150 200 400 200 2600 2FBX-16 (400x700) 550 (400x1950) 2900 100 Y1 Y4.1 Y3 2FBY-3B (400x700) 1755 200 220 Y3.1 2FBY-4A (400x700) 300 2FBX-15 (400x1500) 2FBY-6 (400x600) 1500 400 200 980 2FBY-2 (400x600) 2100 2FBY-4 (400x600) 2FBY-4 (400x600) 2325 680 200 400 2FBX-13 (400x660) A 2FBX-7 (400x600) 500 2FBX-10 (300x600) 200 40 2200 Y4 1080 1940 Y5 90 2470 (300x600) 200 2FBY-9 (220x400) 2FBX-9 (300x600) 910 4270 2FBX-1 (400x600) 400 940 1080 2FBY-8 300 2190 150 H(150x300) 2FBY-3A (400x700) 2FBX-14 (300x600) 2FBX-15 (400x1290) 2FBY-1 (400x700) 6450 STEEL BEAM 7000 300 7050 50 2FBY-2A (400x700) 300 500 2FBY-2A (400x700) 2FBX-14 (300x600) 2200 300 3750 2FBY-1A (400x700) (400x660 ) 300 Y2 2FBX-3 (220x400) 7000 2FBX-2A (300x650) (300x650) 770 250 300 100 2FBX-12 2FBY-3 (400x600) 2FBY-2 (400x600) 1430 400 2FBX-11 (400x660) 100 5875 7350 Y3.1 26600 Y3 600 2FBY-2 (400x600) 200 1175 1000 Y4.1 (300x500) 2FBX-8 (300x600) 2990 100 6100 2465 2145 Y4 2FBX-5 2FBY-7 (300x600) 2FBX-7 (400x600) 2FBX-4 1920 1100 2FBY-6 (400x600) 5400 220 220 220 1120 865 1485 400 250 120 2FBY-5 (250x500) 2FBX-1 (400x600) Y5 2FBX-6 (220x400) 100 100 2FBX-2 (300x600) 7000 2FBY-2 (400x600) 6300 600 7000 2FBY-10 (300x600) 7000 3FBY-10A (220x400) 7000 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P26 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 2F - BEAM & SLAB LAYOUT Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 61600 7000 7000 7000 6300 7000 6300 7000 7000 7000 1100 1100 AYB-1 750 AYB-1 750 AXB-2 1100 AXB-2 1100 1100 AXB-1 1050 1050 750 AXB-2 1100 AYB-1 750 750 1100 750 AXB-2 750 1100 AYB-1 AYB-1 1050 750 AXB-1 750 1050 750 5400 AYB-1 750 Y5 750 Y5 AXB-3 AYB-2 850 AYB-2 850 AYB-2 1050 850 850 Y4.1 AXB-5A AYB-4A AXB-4A 1100 1100 Y3.1 1200 AXB-4A 1050 1050 1300 1100 1800 AYB-4A 1800 1800 AYB-5A AYB-6A 1100 AXB-1 1050 1300 AXB-7 900 1200 1400 1100 AXB-6A 900 1100 Y3 1200 900 AXB-2 1100 900 1300 AXB-6 1100 1650 900 AXB-2 1100 1250 1100 850 AYB-6 900 1100 850 1050 AYB-3 1050 AYB-2 AXB-2 1250 1100 1200 1800 AYB-5 AXB-5 900 1250 1650 850 850 1100 1300 1150 1300 5875 AXB-4 AXB-3 X1 AYB-4 X1 1050 Y3 1100 AYB-7 AXB-2 1100 1050 850 1100 1800 Y3.1 26600 Y3 AXB-2 900 1175 1000 Y4.1 1100 850 Y2 1050 AYB-3 AXB-1 Y3 AYB-2 AYB-2 6100 1050 Y1 AYB-2 Y2 850 Y4 850 Y4 1100 1100 AXB-9 900 900 1100 AXB-8 1100 1050 AYB-8 1050 AYB-8 1050 AYB-8 AYB-9 AXB-10 AXB-8 1100 1100 AXB-8 1100 1050 1050 900 1050 AXB-9 1050 900 1050 950 AYB-10 950 1100 1050 AXB-8 1050 1100 AYB-9 AYB-8 1100 1050 AXB-8 1050 1100 1050 7050 AYB-8 950 Y2 950 Y2 Y1 Y1 X1 X2 Y1 X3 X4 X5 X6 X7 PARAMETER OF REBAR TL: 1/100 2F - LAYOUT OF ADDITIONAL REBARS SYMBOL AXB-1 SPECIFICATION D10a200 SYMBOL AYB-1 X8 X9 X10 PARAMETER OF REBAR SC: 1/100 SPECIFICATION SPECIFICATION SYMBOL D10a200 SYMBOL SPECIFICATION AXB-4A D16a200 AYB-4A D16a200 - LEGEND: AXB-2 D10a200 AYB-2 D10a200 : Top rebars AXB-5A D16a200 AYB-5A D16a200 AXB-3 D10a200 AYB-3 D10a200 : Bottom rebars AXB-6A D16a200 AYB-6A D16a200 AXB-4 D10a200 AYB-4 D10a200 AXB-8 D16a200 AYB-8 D16a200 AXB-5 D10a200 AYB-5 D10a200 AXB-9 D16a200 AYB-9 D16a200 AXB-6 D10a200 AYB-6 D10a200 AXB-10 D16a200 AYB-10 D16a200 AXB-7 D10a200 AYB-7 D10a200 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR DATE 2017.06.30 ADD SECTION Y2, Y3 PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM DESCRIPTION REV ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-P29 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 2F - LAYOUT OF ADDITIONAL REBARS Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD Y1 Y3 Y2 300 500 200 +16.550 YLT-5 D10@200 +15.590 550 H XT-5 +15.590 BEAM +16.000 YT-3 250 600 H H YT-5 YB-1 850 BEAM XB-5 BEAM +14.550 YT-9 250 YT-10 D10@200 D10@150 1350 YB-5 XB-5 XLT-5 Lneo2 v v Lneo1 1650 Lneo2 D10@150 YB-5 BEAM 1650 295 YT-5 250 210 - RC Wall : ( Non Structure Wall) D10@150 XT-5 v +16.190 250 - RC Wall : ( Non Structure Wall) +16.290 250 Lneo1 v 400 700 180 YB-8 BEAM @1000x1000 K AYB-8 XB-4 YB-8 AXB-8 1050 1050 400 6450 100 400 2100 300 7050 3750 300 900 7050 400 800 MC/SECTION Y1 TL: 1/25 X2 250 6600 400 +16.190 ~ +16.290 H H Lneo1 D10@200 BEAM +16.050 +15.590 +16.000 30 D10@200 v 50 v D10@150 295 v 600~700 D10@150 Lneo1 250 295 +15.590 D10@150 600~700 D10@150 v 180 180 +16.190 ~ +16.290 250 210 400 250 180 X2 BEAM 7000 MC/SECTION Y2 MC/SECTION Y3 TL: 1/25 TL: 1/25 MC/SECTION X1 TL: 1/25 DESCRIPTION REV 01 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION SCALE MAIN-CONTRACTOR 2017.06.30 ADD SECTION Y2, Y3 PROJECT DWG.No TAKAYUKI MATSUO ADDRESS: RM.09, FLOOR 19, VINCOM CENTER, 72 LE THANH TON ST, DIST.1, HCMC, VIETNAM ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE AN PHU WARD, DISTRICT 2, HO CHI MINH CITY, VIET NAM DATE ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE40E DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.06.30 2F - SECTION & DETAIL Rev 01 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD ... PARAMETERS: -Slab thickness (mm): Hs=210, Level:SF +16.000m -Slab thickness (mm): Hs=260, Level:SF +16.050m -Slab thickness (mm): Hs=250, Level:SF +15.590m -Slab thickness (mm): Hs=250, Level:SF +14.550m... BEAMS (REBAR ARRANGEMENT, ANCHORS OR LAPS REFERED TO LONGITUDINAL SECTION FOR BEAMS) (SHOWN ON GENERAL NOTE DWGS (S- CD)) CROSS SECTION (BEAM NAME) (AT MIDS) CROSS SECTION (BEAM NAME) AT ENDS (AT... NEO-N SAU PRELIMINARY STRUCTURAL MEMBER SIZES - EXCEPTING THE INDICATED NOTES -THE STRUCTURAL ELEMENT PARAMETERS: -Slab thickness (mm): Hs=250, Level:SF +9.650m -Slab thickness (mm): Hs=200,