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Bản vẽ thi công chi tiết thép dầm sàn cột vách công trình phụ trợ dự án Sunwah Pearl
D:\Forder GIANG\8.SUNWAY PEARL DETAILS\4 TITLE (khung ten)\logo\logo-sunwah-pearl.png BAY WATER COMPANY., Ltd D:\Forder GIANG\8.SUNWAY PEARL DETAILS\khung ten\logo\du-an-can-ho-sunwah-pearl-300x300.png SUNWAH PEARL PROJECT CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY SHOP DRAWING FOR BEAM, SLAB REBAR AT GROUND, LEVEL COLUMN REBAR FROM GROUND TO ROOF -BOH APR-2019 OWNER OWNER A B C-1/(250x600) C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) C-1/(250x600) (300x700) HS=200 SF+0.000 C-1/(250x600) C-1/(250x600) LV-06(1000x600) TOP:+0.800 (300x700) B1F-3(1000x600) (300x700) B1F-4d(200x1500) C-1a/(250x600) C-3 (300x300) C-03 (300x300) A1 C-3a (300x300) B1F-1 (300x1150) C- (3 00 C-2/(250x500) C-2/(250x500) C-2/(250x500) C-2/(250x500) HS=300 SF+0.550 x3 00 ) CC-01a(200x200) CC-02(200x500) C- (3 00 x3 00 (3 0x 30 B1F-2 (300x1150) Hs=300 0) B1F-4m (300x850) B1 B2 B1F-5m (300x850) C3 A2 C-3 (300x300) ) Hs=300 B3 Scale: : 100 E F OWNER +0.000 +1.300 +0.000 9D20 +0.000 9D20 T1 D10@200 T1 D10@200 L1 L1 L2 L2 B2a 9D20 SECTION 1-1 9D20 B1 B1 (Add B2a (4D25, L=5200) at middle of span) SECTION 2-2 +1.300 4D25 +1.300 T1 D10@100 2D16 L1a +1.300 T1 2D12 S 2D12 S D8@400 SECTION 1-1 T1 2D12 S 2D12 S V2 D10@100 4D25 4D25 V2 OPENING 1000x600 2D16 4D25 L1b B1 L2 D10@100 4D25 SECTION 2-2 L1 B1 D8@400 L2 D10@200 4D25 SECTION 3-3 L1 B1 OWNER +0.950 +0.950 +0.950 3D28 +0.550 T1 D10@100 2D12 L1 S +0.950 3D28 +0.550 T1 D10@100 D8@400 L2 2D12 L1 3D25 D10@100 L1a S D8@400 3D25 B1 D8@400 T1 D10@100 L1a 2D12 L2 S D8@400 L2 B2a SECTION 1-1 SECTION 1-1 3D25 L2 3D25 3D25 +0.550 T1 B1 SECTION 2-2 B1 3D25 B1 (Add B2a (2D25, L=3700) at middle of span) SECTION 3-3 OWNER +0.550 3D25 +0.550 T1 D10@100 D8@400 3D25 T1 D10@100 L1 2D12 L2 L1 S D8@400 L2 B2a 3D25 SECTION 1-1 B1 3D25 B1 (Add B2a (2D25, L=3700) at middle of span) SECTION 2-2 A B OWNER C D A1 A2 B1 B2 B3 E F A B OWNER C D A1 A2 B1 B2 B3 E F A B OWNER C D A1 A2 B1 B2 B3 E F A B OWNER C D A1 A2 B1 B2 B3 E F OWNER A B C D 2 A2 B1 B2 B3 - EXCEPTING THE INDICATED NOTES - THE STRUCTURAL ELEMENT PARAMETERS: - Slap thickness (mm): Hs=300; Level: +1.300m - Slap thickness (mm): Hs=200; Level: +0.950m - Slap thickness (mm): Hs=300; Level: +0.600m - Beam dimension [width (mm)xheight(mm)]: (Show on layout) - THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS - Lneo=40D: Length of rebar anchorage and lap - D: Diameter of bigger rebar E F OWNER A B C D 2 A2 B1 B2 B3 - EXCEPTING THE INDICATED NOTES - THE STRUCTURAL ELEMENT PARAMETERS: - Slap thickness (mm): Hs=300; Level: +1.300m - Slap thickness (mm): Hs=200; Level: +0.950m - Slap thickness (mm): Hs=300; Level: +0.600m - Beam dimension [width (mm)xheight(mm)]: (Show on layout) - THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS - Lneo=40D: Length of rebar anchorage and lap - D: Diameter of bigger rebar E F OWNER A B C D A2 B1 B2 B3 - EXCEPTING THE INDICATED NOTES - THE STRUCTURAL ELEMENT PARAMETERS: - Slap thickness (mm): Hs=300; Level: +1.300m - Slap thickness (mm): Hs=200; Level: +0.950m - Slap thickness (mm): Hs=300; Level: +0.600m - Beam dimension [width (mm)xheight(mm)]: (Show on layout) - THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS - Lneo=40D: Length of rebar anchorage and lap - D: Diameter of bigger rebar E F OWNER A B C D A2 B1 B2 B3 - EXCEPTING THE INDICATED NOTES - THE STRUCTURAL ELEMENT PARAMETERS: - Slap thickness (mm): Hs=300; Level: +1.300m - Slap thickness (mm): Hs=200; Level: +0.950m - Slap thickness (mm): Hs=300; Level: +0.600m - Beam dimension [width (mm)xheight(mm)]: (Show on layout) - THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS - Lneo=40D: Length of rebar anchorage and lap - D: Diameter of bigger rebar E F OWNER A B C-1/(250x600) C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) C-1/(250x600) (300x700) HS=200 SF+0.000 C-1/(250x600) C-1/(250x600) LV-06(1000x600) TOP:+0.800 (300x700) B1F-3(1000x600) (300x700) B1F-4d(200x1500) C-1a/(250x600) C-3 (300x300) C-3 (300x300) A1 C-3a (300x300) B1F-1 (300x1150) C3 (3 C-2/(250x500) C-2/(250x500) C-2/(250x500) C-2/(250x500) HS=300 SF+0.550 0x 30 0) CC-CT(200x200) C- (3 CC-02(200x500) 00 x3 ) (3 0x 30 B1F-2 (300x1150) Hs=300 0) B1F-4m (300x850) B1 B2 B1F-5m (300x850) C3 A2 C-3 (300x300) 00 Hs=300 B3 Scale: : 100 E F OWNER A B C-1/(250x600) C D C-1/(250x600) C-1/(250x600) C-1a/(250x600) HS=300 SF+1.300 C-1/(250x600) C-1/(250x600) C-1/(250x600) LV-06(1000x600) TOP:+0.800 B1F-4d(200x1500) C-1a/(250x600) C- C-3 (300x300) C-3a (300x300) B1F-1 (300x1150) C-3a (300x300) C-2/(250x500) B1F-5(300x1000) C-2a/(250x500) (3 00 x3 00 HS=200 ) SF+0.950 CC-CT(200x200) C- C-2a/(250x500) CC-02(200x500) (3 00 C-2/(250x500) x3 00 B1F-6(400x1000) (3 0x 00 ) B1F-2(300x1150) B1F-7(300x900) C3 A2 C-3 (300x300) ) HS=300 SF+0.600 C-2/(250x500) B1F-6(400x1000) B1 B2 C-2a/(250x500) B3 Scale: : 100 B1F-5(300x1000) C-2a/(250x500) C-2/(250x500) - EXCEPTING THE INDICATED NOTES - THE STRUCTURAL ELEMENT PARAMETERS: - Slap thickness (mm): Hs=300; Level: +1.300m - Slap thickness (mm): Hs=200; Level: +0.950m - Slap thickness (mm): Hs=300; Level: +0.600m - Beam dimension [width (mm)xheight(mm)]: (Show on layout) - THE REBAR ANCHORAGE LENGTH AND LAP DIMENSIONS - Lneo=40D: Length of rebar anchorage and lap - D: Diameter of bigger rebar E F OWNER A B C-1/(250x600) C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) BMF-1(300x500) Hs=150 Hs=150 Hs=150 BMF-3(300x500) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-1a/(250x600) C-3a (300x300) C- 3 C-3 (300x300) BMF-4(200x500) C-3a (300x300) C-2/(250x500) C-2a/(250x500) (3 00 x3 00 ) CC-02(200x500) BMF-4a(200x450) C- C-2a/(250x500) C-2/(250x500) (3 00 x3 C- (3 00 B2F-5a(300x500) x3 00 C-3 (300x300) A2 BMF-11(250x500) 0) ) C-250-65-4 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2a/(250x500) Scale: : 100 C-2/(250x500) E F OWNER 10D20 D10 A B C C-1/(250x600) D A B C-1/(250x600) C-1/(250x600) C C-1/(250x600) D C-1a/(250x600) C-1/(250x600) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-2/(250x500) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) A1 L1 C-1/(250x600) (300x700) L2 D10 L1 C-1a/(250x600) (300x700) D10 L2 D10 C-1/(250x600) 10D20 CC-03 (300x300) C-2/(250x500) A1 B1F-1 (300x1150) C-1a/(250x600) C-2a/(250x500) C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) CC-04(200x200) C-2/(250x500) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2/(250x500) B1 KEY PLAN F B3 C-2a/(250x500) C-2/(250x500) E B2 KEY PLAN C-2a/(250x500) C-2a/(250x500) C-2/(250x500) E F OWNER 10D20 D10 A B C C-1/(250x600) A D B C-1/(250x600) C-1/(250x600) C C-1/(250x600) D C-1a/(250x600) C-1/(250x600) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-2/(250x500) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) A1 L1 C-1/(250x600) (300x700) L2 D10 L1 C-1a/(250x600) (300x700) D10 L2 D10 C-1/(250x600) 10D20 CC-03 (300x300) C-2/(250x500) A1 B1F-1 (300x1150) C-1a/(250x600) C-2a/(250x500) C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) CC-04(200x200) C-2/(250x500) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2/(250x500) B1 KEY PLAN F B3 C-2a/(250x500) C-2/(250x500) E B2 KEY PLAN C-2a/(250x500) C-2a/(250x500) C-2/(250x500) E F OWNER 10D20 D10 D10 8D20 L2 D10 L1 D10 L2 L1 sửa lại đai 200x450 A B C-1/(250x600) C C-1/(250x600) D A B C-1/(250x600) C-1/(250x600) C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) C-1a/(250x600) (300x700) C-1/(250x600) (300x700) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-2/(250x500) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) A1 (300x700) C-1a/(250x600) C-2a/(250x500) CC-03 (300x300) C-2/(250x500) A1 B1F-1 (300x1150) C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) CC-04(200x200) C-2/(250x500) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2/(250x500) B1 KEY PLAN E B2 C-2a/(250x500) F B3 KEY PLAN C-2a/(250x500) C-2/(250x500) C-2a/(250x500) C-2/(250x500) E F OWNER 8D20 D10 D10 6D20 L2 D10 L1 L1 sửa lại đai 200x450 BEAM A B C-1/(250x600) C C-1/(250x600) A D B C-1/(250x600) C-1/(250x600) C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) C-1a/(250x600) (300x700) C-1/(250x600) (300x700) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-2/(250x500) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) A1 (300x700) CC-03 (300x300) C-2/(250x500) A1 B1F-1 (300x1150) C-1a/(250x600) C-2a/(250x500) C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) CC-04(200x200) C-2/(250x500) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2/(250x500) B1 KEY PLAN E B2 C-2a/(250x500) F B3 KEY PLAN C-2a/(250x500) C-2/(250x500) C-2a/(250x500) C-2/(250x500) E F OWNER 6D20 D10 A B C-1/(250x600) D10 L1 C C-1/(250x600) 6D20 A D B C-1/(250x600) C-1/(250x600) L1 C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) C-1a/(250x600) (300x700) C-1/(250x600) (300x700) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-2/(250x500) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) A1 (300x700) C-2a/(250x500) CC-03 (300x300) C-2/(250x500) A1 B1F-1 (300x1150) C-1a/(250x600) C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) CC-04(200x200) C-2/(250x500) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2/(250x500) B1 KEY PLAN E B2 C-2a/(250x500) F B3 KEY PLAN C-2a/(250x500) C-2/(250x500) C-2a/(250x500) C-2/(250x500) E F OWNER 6D20 D10 6D20 D10 L1 L1 BEAM A B C-1/(250x600) C C-1/(250x600) D A B C-1/(250x600) C-1/(250x600) C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) C-1a/(250x600) (300x700) C-1/(250x600) (300x700) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-2/(250x500) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) A1 (300x700) CC-03 (300x300) C-2/(250x500) A1 B1F-1 (300x1150) C-1a/(250x600) C-2a/(250x500) C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) CC-04(200x200) C-2/(250x500) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2/(250x500) B1 KEY PLAN E B2 C-2a/(250x500) F B3 KEY PLAN C-2a/(250x500) C-2/(250x500) C-2a/(250x500) C-2/(250x500) E F OWNER 10D20 6D20 D10 D10 L1 D10 L2 L1 BEAM WALL A B C-1/(250x600) C C-1/(250x600) A D B C-1/(250x600) C-1/(250x600) C C-1/(250x600) D C-1/(250x600) C-1a/(250x600) C-1a/(250x600) 1 BEAM (300x700) C-1/(250x600) (300x700) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1/(250x600) C-2/(250x500) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) A1 (300x700) CC-03 (300x300) C-2/(250x500) A1 B1F-1 (300x1150) C-1a/(250x600) C-2a/(250x500) C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) CC-04(200x200) C-2/(250x500) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 C-2/(250x500) B1 KEY PLAN E B2 C-2a/(250x500) F B3 KEY PLAN C-2a/(250x500) C-2/(250x500) C-2a/(250x500) C-2/(250x500) E F OWNER 8D20 D10 D10 A B C-1/(250x600) C C-1/(250x600) L2 L1 D C-1/(250x600) C-1a/(250x600) (300x700) C-1/(250x600) (300x700) (300x700) C-1/(250x600) C-1/(250x600) C-1a/(250x600) CC-03 (300x300) C-2/(250x500) A1 C-2a/(250x500) B1F-1 (300x1150) CC-04(200x200) CC-02(200x500) C-2/(250x500) C-2a/(250x500) A2 C-2/(250x500) B1 B2 C-2a/(250x500) B3 KEY PLAN C-2a/(250x500) C-2/(250x500) E F