2017 04 15 z1 s BLD p1 3,DO1 4,DE1 9 (APPROVED FOR CONST)

CONSTRUCTION DESIGN PROJECT ,T SUBSTRUCTURE ADDRESS: 628C, HANOI HIGHWAY, RESIDENTIAL ZONE 4, AN PHU WARD, DISTRICT HO CHI MINH CITY, VIET NAM Email : southlight.slcc@gmail.com 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-G-DWL DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.04.15 DRAWING LIST RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD C - RULES FOR DRAWINGS A - GENERAL NOTES IV - MATERIAL PROPERTIES: (SHOWN ON CALCULATING REPORTS 1 ALL STRUCTURE DRAWINGS MUST BE USED WITH ARCHITECT & MEP DRAWINGS RELEVANTLY CONTRACTORS SHOULD RE-CHECK ALL DRAWINGS, LEVELS, DIMENSIONS BEFORE CONSTRUCTING THE DESIGNERS MUST BE INFORMED IMMEDIATELY ABOUT CONFLICTS (IF ANY) TO UPDATE OR REVISE 2 ALL DIMENSIONS ARE IN MILIMET (mm) ALL LEVELS ARE IN MET (m) 3 ALL LEVELS ARE TOP OF CONCRETE LEVELS (+SL) FINISHED LEVELS (+FL) ARE SHOWN ON ARCHITECT DRAWINGS 4 IN CASE THAT THERE ARE CONFLICTS AMONG DRAWINGS, THE ORDER OF PRECEDENCE IS: - LOCATION OF MEMBERS: IN LAYOUTS - SIZE OF MEMBERS: IN DETAILS OR SECTIONS - REBAR PARAMETERS (DIAMETERS, NOS, SPACINGS): CONFIRMED BY THE DESIGNERS - SHAPES & DIMENSION OF REBARS: IN DETAILS 5 THE FOLLOWING DETAILS ARE SHOWN ON ARCHITECT DRAWINGS: - SIZES AND LOCATIONS OF ALL DOOR AND WINDOW OPENINGS - SIZES AND LOCATIONS OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS - SIZES AND LOCATIONS OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN ELEVATION, CHAMFERS, GROOVES, INSERTS - SIZES AND LOCATIONS OF ALL FLOOR AND ROOF OPENINGS - FLOOR AND ROOF FINISHES - LOCATIONS OF CONCRETE SURFACE FINISH TYPES, S DIRECTIONS, EDGE TOOLING, NON-SLIP PARTICLES, HARDENERS, SEALERS AND OTHER APPLIED COATINGS - STAIR FRAMING AND DETAILS - DIMENSIONS WHERE SHOWN ON STRUCTURAL DRAWINGS, SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS - FINISH DETAILS AT SLAB EDGES AND DIMENSIONS OF ROUGH OPENINGS AND FINISHED OPENINGS - EXTERIOR/INTERIOR WINDOW WALL AND GLAZING FRAMING, SUPPORT AND CONNECTION DETAILS - ELEVATOR DETAILS, DIMENSIONS, CLEARANCES - HOUSEKEEPING PAD SIZES AND LOCATION - FIRE PROOFING REQUIREMENTS FOR STRUCTURAL STEELWORK AND METAL DECK 6 THE FOLLOWING DETAILS ARE SHOWN ON MEP DRAWINGS: - PIPES/DUCTS, HOOKS, GUTTERS, OPENINGS ON WALLS/SLABS - CONDUITS, BOXES, OUTLETS ON WALLS OR SLABS, CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING FIXTURES - SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS PAD SIZES AND LOCATIONS SHALL BE CONFIRMED DURING SHOP DRAWING PROCESS - CONCRETE: GRADE GRADE MEMBER (TCVN 5574) (TCVN 5574) B10 GENERAL DRAWINGS WILL SHOW TYPICAL RULES, DETAILS THAT CAN BE APPLIED FOR ALL PROJECTS IN WHICH DETAIL DRAWINGS DON'T SHOW M150 (SEE DETAIL DRAWING) LEAN CONCRETE PILES B22.5 M300 CFA PILES/DIAPRAGM WALL (IF ANY) B22.5 M300 CAPPING BEAMS (IF ANY) B30 M400 FOOTINGS / PILE CAPS B30 M400 COLUMNS / WALLS (CONTACT TO SOIL/WATER) B30 M400 B30 M400 B30 M400 II - MATERIAL UNIT WEIGHT: B30 M400 STAIR CASES / RAMPS (SHOWN ON CALCULATING REPORTS B30 M400 TANKS III - LIVE LOADS: B15 M200 (SHOWN ON CALCULATING REPORTS B30 M400 B30 M400 IN CASE THAT THERE ARE CONFLICTS AMONG RULES & DETAILS IN GENERAL DRAWINGS & OTHER DETAILED DESIGN DRAWINGS, THE ORDER OF PRECEDENCE IS DETAILED DESIGN DRAWINGS: BESIDE SPECIFIED RULES IN DESIGN DOCUMENTS, OTHER WORKS NEED TO CONFORM TO RELATING CURRENT CODES/RULES B - DESIGN BRIEF I - DESIGE CODES: (SHOWN ON CALCULATING REPORTS COLUMNS / WALLS BEAMS / SLABS (CONTACT TO SOIL/WATER) BEAMS / SLABS OTHER MEMBERS (CONTACT TO SOIL/WATER) OTHER MEMBERS - REBAR: DIAMETER D - RULES FOR CONSTRUCTION GRADE (TCVN 5574) Rsn (MPa) A-I D=1000) OUT SIDE: D10@200 150 Bm Xb D10@200 (200mm thk WALL) D8@200 Lneo1 D10@200 (100mm thk WALL) D8@200 (Level) Hb 120 Hs Hm (Along drainage) D8@200 SIKA HYDROTITE Lneo1 L50x5 (Level) Hb 100 100 D8@200 (Level) SUPPORT AT CORNERS 16 150 Lneo1 12 (Xb, Yb =Hs D12@300 (Round) S D16@200 (Round the Rebar) D16@200 (Round the Rebar) V S V 15D D12@300 (Round) D12@300 (Round) S D16@200 (Round the Rebar) D16@200 (Round the Rebar) V K D20@1000x1000 15D 100 100 100 100 ANCHOR DETAIL - THE REBAR OF BOTTOM SLAB Lneo1 Lneo1 D12@300 (Round) 20D YT-1 20D 3000 V PILE Column/RC wall XT-1 L=Hm-200 YT-1 Lneo1 S -0.900 (DC5Bx800) -1.050 (DC5Cx800) -1.450 (DC5Dx800) Column/RC wall XT-1 3000 +0.300 (DC5Ax800) -0.400 (DC5x800) THE BOTTOM SLAB YB-1 YB-1 TL:1/20 XB-1 XB-1 CHAIR BAR DETAIL TL:1/20 100 400 400 100 100 400 400 4000 Hm: Height of Pilecap 100 4000 DC-5Ax800 DC-5x800 DC-5Bx800 TL:1/25 TL:1/25 TL:1/25 DESCRIPTION REV DATE DC-5Cx800 DC-5Dx800 TL:1/25 REPRESENTATIVE OF CLIENT CONSULTANT SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION 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 TL:1/25 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE5 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.04.15 DC-5,5A,5B,5C,5Dx800 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD 100 ONLY CLOUDED AREA D25@150 40D XB-1 YB-1a D25@150 D25@100 YB-1 D20@200 YT-1a D20@200 D20@200 YT-1 322 5600 XT-1 15D XB-1a D20@200 XB-1a D25@150 YB-1a DETAIL A 2400 XT-1a 100 322 DETAIL A 400 100 100 1600 >=Hs THE BOTTOM SLAB PILE Column/RC wall XT-1 100 100 4000 Lneo1 Hs 400 Lneo1 100 -1.050 YT-1a YT-1 3000 S D12@300 (Round) S D16@200 (Round the Rebar) D16@200 (Round the Rebar) V D20@1000x1000 K 15D 100 100 20D V D12@300 (Round) L=Hm-200 ANCHOR DETAIL - THE REBAR OF BOTTOM SLAB Lneo1 YB-1 YB-1a TL:1/20 XB-1 CHAIR BAR DETAIL TL:1/20 100 400 400 4000 Hm: Height of Pilecap 100 6400 DC-5Cx800 rev1 DESCRIPTION REV DATE TL:1/25 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-DE5A DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.04.15 DC-5x800 rev1 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD 100 D20@200 D25@200 YT-1 YB-1 D25@200 YB-1 6200 D20@200 YT-1 300 100 300 D20@200 XB-1 D25@200 XB-1 D25@200 400 400 100 400 400 100 100 Hs 300 100 100 100 Lneo1 Lneo1 XT-1 300 D20@200 100 >=Hs 4000 100 6200 XT-1 THE BOTTOM SLAB 4000 PILE Column/RC wall Lneo1 -1.050 YT-1 Column/RC wall XT-1 ANCHOR DETAIL - THE REBAR OF BOTTOM SLAB YT-1 S V D16@200 (Round the Rebar) D16@200 (Round the Rebar) V D12@300 (Round) S D16@200 (Round the Rebar) D16@200 (Round the Rebar) V 400 400 100 TL:1/20 CONSULTANT CHAIR BAR DETAIL TL:1/20 YB-1 YB-1 XB-1 XB-1 100 300 DC-6Ax800 TL:1/25 TL:1/25 SCALE MAIN-CONTRACTOR DATE 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 4000 DC-6x800 SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION Hm: Height of Pilecap 300 100 4000 REPRESENTATIVE OF CLIENT D20@1000x1000 15D 100 100 100 15D 100 D12@300 (Round) 100 D12@300 (Round) 20D D12@300 (Round) 3000 S 20D 3000 K L=Hm-200 XT-1 Lneo1 -0.900 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE6 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.04.15 DC-6,6Ax800 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD 100 100 100 YT-1 D20@200 YB-1 D32@120 YB-2 D32@120 40D YB-3 2000 X10 D32@240 4000 2000 400 100 18600 D20@200 D32@200 XT-1 XB-1 400 1000 1200 400 100 100 100 400 2000 2000 100 3500 5400 7100 Y5 2600 Y4 Y3 DC-13x800 TL:1/25 THICKNESS OF PILECAP : 3000mm THICKNESS OF PILECAP : 3400mm Lneo1 -1.050 XT-1 YT-1 Lneo1 V 20D 400 400 REPRESENTATIVE OF CLIENT YB-3 YB-1 XB-1 XB-1 100 100 400 400 4000 TL:1/25 TL:1/25 SOUTH LIGHT CONSTRUCTION CONSULTANCY CORPORATION >=Hs THE BOTTOM SLAB YB-2 ANCHOR DETAIL - THE REBAR OF BOTTOM SLAB 100 DESCRIPTION REV SCALE MAIN-CONTRACTOR 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 Hs V PILE 4000 CONSULTANT D16@200 (Round the Rebar) 15D 100 100 100 100 D16@200 (Round the Rebar) Lneo1 100 D16@200 (Round the Rebar) V S S 15D 20D V D16@200 (Round the Rebar) S D12@300 (Round) 100 D12@300 (Round) D12@300 (Round) Lneo1 D12@300 (Round) 100 S Column/RC wall XT-1 YT-1 3000 3400 -1.050 ISSUED FOR FAX: (+84-8) 3936-9111 CONTRACT APPL CONST AS-BUILT S-BLD-DE7 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.04.15 DC-13x800 RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD X4 X5 700 X6 6300 X7 7000 6300 800 YT-4 D20a200 D20a200 1900 YT-2 2570 170 XT-1 D25a150 Y5 1000 XT-3A D20a200 D25a200 5400 XT-2 XT-3 D20a200 Lneo1 (TYP) XT-7 YT-5 D20a200 D20a150 XT-4 D25a200 D20a200 50 YT-1 D20a200 YT-1 1900 120 120 D20a200 1900 YT-1 Y4 1980 D20a200 YT-6 2200 D20a150 520 XT-5 D20a200 XT-8 D20a200 YT-3 YT-3 D20a200 XT-6 D25a150 DC-36x800 TL:1/50 YT-1 XT-4 YT-5 -1.900 YT-1 XT-8 XT-5 YT-6 -1.900 YT-1 D16@300 (Round) S 3650 Lneo1 D20@200 (Round the XB-2 YB-2 V1 20D 1150 100 D16@300 (Round) Lneo1 100 -4.050 100 700 3730 2570 7000 6300 TL:1/20 CHAIR BAR DETAIL 100 Lneo1 2150 20D S YB-1 Lneo1 D20@1000x1000 L=Hm-200 700 V2 XT-7 2200 XT-2 K XB-1 100 -2.900 S 2200 D16@300 (Round) D16@200 (Round the 2500 -0.400 +0.300 700 +0.300 TL:1/20 Hm: Height of Pilecap 800 DESCRIPTION REV DATE TL:1/50 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-DE8 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.04.15 DC-36x800 DETAIL (TOP REBAR LAYER) RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD 100 X4 X5 700 X6 6300 X7 7000 6300 800 100 YB-2 D32a150 1900 100 2570 5400 D32a150 YB-1 Y5 XB-1 D20a200 XB-2 D25a150 100 1900 Y4 DC-36x800 TL:1/50 +0.300 120 170 K XT-6 D20@200 (Round the YT-5 V2 2150 D20@200 (Round the S D16@300 (Round) S V2 XT-7 YB-2 20D D16@300 (Round) XT-1 Lneo1 -1.900 Lneo1 3650 YT-2 1500 YT-3 D20@1000x1000 L=Hm-200 700 -0.400 1480 XB-2 -4.050 100 100 TL:1/20 100 CHAIR BAR DETAIL 100 300 TL:1/20 300 1900 5400 Y4 1900 Hm: Height of Pilecap Y5 DESCRIPTION REV DATE TL:1/50 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-DE9 DATE : DRAWING TITLE BINH THANH , HO CHI MINH CITY , VIET NAM DATE : TENDER 2017.04.15 DC-36x800 DETAIL (BOTTOM REBAR LAYER) RESERVED COPYRIGHT BY MAEDA VIETNAM CO.,LTD ... IN THESE ZONES, CONCRETE WORKS & COMPACTING WORKS MUST BE CAREFULLY >= 235 A-III >= 390 SD 490 >= 490 - PRESTRESSED TENDONS/CABLES: (IF ANY) (SHOWN ON DETAILED DRAWINGS) - STEEL STRUCTURES: (IF... SLOPES, DEPRESSED AREAS, CHANGES IN ELEVATION, CHAMFERS, GROOVES, INSERTS - SIZES AND LOCATIONS OF ALL FLOOR AND ROOF OPENINGS - FLOOR AND ROOF FINISHES - LOCATIONS OF CONCRETE SURFACE FINISH... CODES: (SHOWN ON CALCULATING REPORTS COLUMNS / WALLS BEAMS / SLABS (CONTACT TO SOIL/WATER) BEAMS / SLABS OTHER MEMBERS (CONTACT TO SOIL/WATER) OTHER MEMBERS - REBAR: DIAMETER D - RULES FOR CONSTRUCTION