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Bản vẽ shop nhà xưởng 25x60, kết cấu thép Thép Cột Thép Kèo Capony ..... Toàn bộ bản vẽ nhà xưởng gia công tại xưởng Liên hệ: 0918603204 chuyên thiết kế và thi công nhà xưởng, nhà dân dụng bao gồm: Kiến trúc, kết cấu, điện, nước.... với đội ngũ trong nghề lâu lăm. Tư vấn, thiết kế và thi công xây dựng

A B C D E F G GRID LOCATION TOP_LEVEL CL/1 EL +7.019 1/B CL/1 EL +7.019 9/A DESCRIPTION '' E '' GRID 193 26 PG/7 20 PG/7 S/7 S/8 BS MBG/2 EP/8 129 S/8 167 29 185 S/8 250 226 EP/8 2- '' C '' MBG/3 PG/3 PG/3 MBG/4 400 MBG/1 PG/2 320 ASSEM.NO MK 30 1*D30 PG/2 (N/S) 1*D30 150 995 '' D '' 25 100 25 MATERIAL UNIT Q'TY - COLUMN CL/1 WEIGHT (KG) UNIT TOTAL SET ( ) 160 REMARK 319.68 EP/8 PL12*150 - 320 SS400 EA 4.52 9.04 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MBG/1 L50x4 - 400 SS400 EA 1.16 2.33 MBG/2 L50x4 - 400 SS400 EA 1.16 2.33 MBG/3 L50x4 - 250 SS400 EA 0.67 1.34 MBG/4 L50x4 - 369 SS400 EA 1.11 2.23 MCL/1 I 200*100*5.5*8 - 6907 SS400 EA 139.49 278.97 PG/2 PL5*127 - 170 SS400 EA 10 0.85 8.47 PG/3 PL5*80 - 160 SS400 EA 10 0.50 5.02 PG/7 PL160*5 - 70 SS400 EA 0.44 0.88 S/7 PL5*100 - 193 SS400 EA 0.76 1.52 S/8 PL5*47 - 184 SS400 EA 0.34 1.34 20 S/7 100 PG/2 (N/S) EP/8 30 2*D14 TOTAL W.T = 319.68 Kg S/8 S/8 110 250 94 50 80 PG/7 50 1350 160 320 MBG/2 206 PG/3 S/8 S/8 50 100 50 60 PG/3 PG/2 S/7 MBG/1 MCL/1 MCL/1 SECT '' E '' PG/2 (N/S) PG/3 50 25 25 10 80 35 SECT '' C '' SECT '' D '' 200 80 6944 2*D14 30 50 60 2*D14 97 35 100 25 50 50 220 10 6443 5356 6706 1350 MCL/1 PG/2 (N/S) PG/3 30 30 150 MCL/1 100 PG/3 10 80 PG/2 PG/3 PG/2 25 25 82 80 70 50 30 40 170 EP/9 10 1350 160 PG/2 25 PG/3 MCL/1 200 10 SECT '' A '' SECT '' B '' 1000 PG/3 '' B '' PG/2 150 6907 PG/2 (N/S) PG/3 295 MCL/1 1*D30 MCL/1 1*D30 30 1*D30 1438 MCL/1 29 654 1*D30 EP/9 12 12 12 12 150 NO DATE 220 - COLUMNS - CL/1 KT DRAWN REVISIONS & DESCRIPTION Project : CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/1 Checked by Part Q'ty : Dwg No : -CL/1 COLUMN Developed by A1(841x594) thay doi Design consultant '' A '' EP/9 Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION TOP_LEVEL CL/1 EL +7.019 1/B CL/1 EL +7.019 9/A DESCRIPTION '' E '' GRID 193 26 PG/7 20 PG/7 S/7 S/8 BS MBG/2 EP/8 129 S/8 167 29 185 S/8 250 226 EP/8 2- '' C '' MBG/3 PG/3 PG/3 MBG/4 400 MBG/1 PG/2 320 ASSEM.NO MK 30 1*D30 PG/2 (N/S) 1*D30 150 995 '' D '' 25 100 25 MATERIAL UNIT Q'TY - COLUMN CL/1 WEIGHT (KG) UNIT TOTAL SET ( ) 160 REMARK 319.68 EP/8 PL12*150 - 320 SS400 EA 4.52 9.04 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MBG/1 L50x4 - 400 SS400 EA 1.16 2.33 MBG/2 L50x4 - 400 SS400 EA 1.16 2.33 MBG/3 L50x4 - 250 SS400 EA 0.67 1.34 MBG/4 L50x4 - 369 SS400 EA 1.11 2.23 MCL/1 I 200*100*5.5*8 - 6907 SS400 EA 139.49 278.97 PG/2 PL5*127 - 170 SS400 EA 10 0.85 8.47 PG/3 PL5*80 - 160 SS400 EA 10 0.50 5.02 PG/7 PL160*5 - 70 SS400 EA 0.44 0.88 S/7 PL5*100 - 193 SS400 EA 0.76 1.52 S/8 PL5*47 - 184 SS400 EA 0.34 1.34 20 S/7 100 50 PG/2 (N/S) 319.68 Kg S/8 S/8 110 250 95 50 80 50 1350 160 320 MBG/2 PG/7 TOTAL W.T = 100 30 EP/8 206 PG/3 S/8 S/8 50 60 PG/3 PG/2 S/7 MBG/1 MCL/1 MCL/1 SECT '' E '' PG/2 (N/S) PG/3 50 25 35 80 35 SECT '' C '' SECT '' D '' 200 80 6944 2*D14 60 80 2*D14 97 35 25 100 50 220 60 6443 5356 6706 1350 MCL/1 30 30 150 MCL/1 100 PG/3 80 PG/2 160 PG/2 25 PG/3 MCL/1 PG/3 PG/2 PG/2 (N/S) PG/3 35 25 82 70 50 30 40 170 EP/9 10 1350 80 200 10 SECT '' A '' SECT '' B '' 1000 PG/3 '' B '' PG/2 150 6907 PG/2 (N/S) PG/3 295 MCL/1 1*D30 MCL/1 1*D30 30 1*D30 1438 MCL/1 29 654 1*D30 NO EP/9 12 12 12 12 150 220 - COLUMNS - CL/1 KT A1(841x594) Project : CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/1 Checked by Part Q'ty : Dwg No : -CL/1 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Design consultant '' A '' EP/9 DATE Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID PG/7 PG/7 20 EP/8 MBG/3 25 S/7 PG/2 (F/S) 50 400 S/8 50 1*D30 30 995 '' D '' 80 PG/7 PG/3 S/8 2*D14 1*D30 30 60 PG/3 MBG/4 MBG/1 EP/8 S/8 S/8 MBG/2 PG/3 SET ( ) 160 REMARK 319.68 EP/8 PL12*150 - 320 SS400 EA 4.52 9.04 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MBG/1 L50x4 - 400 SS400 EA 1.16 2.33 MBG/2 L50x4 - 400 SS400 EA 1.16 2.33 MBG/3 L50x4 - 250 SS400 EA 0.67 1.34 MBG/4 L50x4 - 369 SS400 EA 1.11 2.23 MCL/2 I 200*100*5.5*8 - 6907 SS400 EA 139.49 278.97 PG/2 PL5*127 - 170 SS400 EA 10 0.85 8.47 PG/3 PL5*80 - 160 SS400 EA 10 0.50 5.02 PG/7 PL160*5 - 70 SS400 EA 0.44 0.88 S/7 PL5*100 - 193 SS400 EA 0.76 1.52 S/8 PL5*47 - 184 SS400 EA 0.34 1.34 50 TOTAL W.T = 319.68 Kg PG/2 (F/S) PG/2 S/7 MCL/2 25 MCL/2 MCL/2 25 50 25 1350 PG/2 SECT '' E '' 170 82 220 50 20 50 40 PG/3 2*D14 30 PG/2 50 80 150 6944 1350 6443 6612 MCL/2 30 2*D14 80 80 10 97 200 35 10 25 PG/2 (F/S) 100 5356 25 SECT '' C '' SECT '' D '' PG/3 PG/3 100 150 100 EP/9 10 35 CL/2 WEIGHT (KG) UNIT TOTAL 110 MBG/2 10 80 100 MBG/1 - COLUMN 50 696 PG/2 PG/3 S/8 BS 129 250 S/8 185 S/8 320 29 EP/8 S/7 MATERIAL UNIT Q'TY 160 9/B 20 EL +7.019 75 206 CL/2 75 2- 193 '' C '' 26 167 94 1/A 320 EL +7.019 250 CL/2 160 TOP_LEVEL DESCRIPTION '' E '' 320 ASSEM.NO MK PG/3 50 100 MCL/2 60 PG/3 SECT '' A '' PG/2 (F/S) SECT '' B '' 1000 1350 PG/2 150 6907 PG/3 PG/3 '' B '' PG/2 1*D30 MCL/2 295 1*D30 PG/2 (F/S) MCL/2 MCL/2 30 1*D30 1438 29 654 1*D30 1 NO DATE 220 12 12 12 12 150 EP/9 - COLUMNS - CL/2 KT A1(841x594) Project : COÂNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/2 Checked by Part Q'ty : Dwg No : -CL/2 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Design consultant '' A '' EP/9 thay doi Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID PG/7 PG/7 20 EP/8 MBG/3 25 S/7 PG/3 MBG/4 PG/2 (F/S) 50 400 S/8 50 S/8 1*D30 PG/3 80 PG/7 MBG/1 EP/8 S/8 MBG/2 PG/3 SET ( ) 160 REMARK 319.68 EP/8 PL12*150 - 320 SS400 EA 4.52 9.04 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MBG/1 L50x4 - 400 SS400 EA 1.16 2.33 MBG/2 L50x4 - 400 SS400 EA 1.16 2.33 MBG/3 L50x4 - 250 SS400 EA 0.67 1.34 MBG/4 L50x4 - 369 SS400 EA 1.11 2.23 MCL/2 I 200*100*5.5*8 - 6907 SS400 EA 139.49 278.97 PG/2 PL5*127 - 170 SS400 EA 10 0.85 8.47 PG/3 PL5*80 - 160 SS400 EA 10 0.50 5.02 PG/7 PL160*5 - 70 SS400 EA 0.44 0.88 S/7 PL5*100 - 193 SS400 EA 0.76 1.52 S/8 PL5*47 - 184 SS400 EA 0.34 1.34 50 TOTAL W.T = 319.68 Kg PG/2 (F/S) PG/2 S/7 MCL/2 25 MCL/2 MCL/2 25 50 25 1350 PG/2 SECT '' E '' 170 82 220 50 20 50 40 PG/3 2*D14 30 PG/2 50 80 150 6944 1350 6443 6612 MCL/2 30 2*D14 80 80 10 97 200 35 10 25 PG/2 (F/S) 100 5356 25 SECT '' C '' SECT '' D '' PG/3 PG/3 100 150 100 EP/9 10 S/8 CL/2 WEIGHT (KG) UNIT TOTAL 110 '' D '' 30 995 1*D30 30 35 60 MBG/2 10 80 100 MBG/1 - COLUMN 50 696 PG/2 PG/3 S/8 BS 129 250 S/8 185 S/8 320 29 EP/8 S/7 MATERIAL UNIT Q'TY 160 9/B 20 EL +7.019 75 206 CL/2 75 2- 193 '' C '' 26 167 94 1/A 320 EL +7.019 250 CL/2 160 TOP_LEVEL DESCRIPTION '' E '' 320 ASSEM.NO MK PG/3 50 100 MCL/2 60 PG/3 SECT '' A '' PG/2 (F/S) SECT '' B '' 1000 1350 PG/2 150 6907 PG/3 PG/3 '' B '' PG/2 1*D30 MCL/2 295 1*D30 PG/2 (F/S) MCL/2 MCL/2 30 1*D30 1438 29 654 1*D30 NO DATE 150 EP/9 220 12 12 12 12 EP/9 - COLUMNS - CL/2 KT COÂNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/2 Checked by Part Q'ty : Dwg No : -CL/2 COLUMN Developed by A1(841x594) Project : Design consultant '' A '' DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID CL/3 EL +7.534 1/B1 CL/3 EL +7.534 9/A1 100 2*D18 2- 152 60 30 32 80 42 127 127 162 324.94 PL12*150 - 220 SS400 EA 3.11 6.22 MCL/3 I 200*100*5.5*8 - 7422 SS400 EA 151.77 303.54 PG/4 PL5*127 - 152 SS400 EA 20 0.76 15.18 8.8 SET G8.8 M16*40 '' C '' 80 30 MCL/3 SECT '' C '' 0.44 324.94 Kg PG/4 32 PG/4 (F/S) 0.11 TOTAL W.T = 2*D14 30 355 97 2*D14 995 SET ( ) EP/9 CL/3 PG/4 (N/S) PG/4 CL/3 REMARK 30 PG/4 '' D '' - COLUMN WEIGHT (KG) UNIT TOTAL MCL/3 30 PG/4 MATERIAL UNIT Q'TY 97 584 110 DESCRIPTION 2*D18 65 TOP_LEVEL 30 ASSEM.NO 200 192 MK 42 152 SECT '' D '' PG/4 PG/4 2*D14 PG/4 30 PG/4 BS 97 60 25 PG/4 EP/9 10 7357 7392 50 100 32 80 30 60 SECT '' A '' 127 10 80 2*D14 42 152 SECT '' B '' 1350 7434 PG/4 BS PG/4 30 PG/4 MCL/3 25 100 150 MCL/3 97 35 100 25 1350 60 127 220 PG/4 PG/4 PG/4 BS 7422 7357 65 2*D18 200 110 192 60 30 1350 MCL/3 PG/4 '' B '' PG/4 30 7392 PG/4 BS 1438 MCL/3 MCL/3 NO DATE Project : Design consultant 150 EP/9 220 12 EP/9 12 12 '' A '' - COLUMNS - CL/3 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/3 Checked by Part Q'ty : Dwg No : -CL/3 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID 1/B2 CL/4 EL +8.284 9/A2 2- 192 100 2*D18 2*D18 110 65 EL +8.284 334 CL/4 DESCRIPTION 200 30 TOP_LEVEL 65 ASSEM.NO MK MATERIAL UNIT Q'TY - COLUMN CL/4 WEIGHT (KG) UNIT TOTAL SET ( ) 179 357.22 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MCL/4 I 200*100*5.5*8 - 8172 SS400 EA 167.15 334.30 PG/4 PL5*127 - 152 SS400 EA 22 0.76 16.70 8.8 SET 60 30 '' C '' CL/4 PG/4 (N/S) PG/4 G8.8 M16*40 0.11 TOTAL W.T = 0.44 357.22 Kg 1000 REMARK PG/4 97 PG/4 BS 32 1350 30 PG/4 127 MCL/4 PG/4 80 30 42 2*D14 152 SECT '' C '' PG/4 PG/4 PG/4 BS 2*D14 97 127 97 MCL/4 80 MCL/4 100 150 127 PG/4 10 35 200 25 1350 10 30 220 EP/9 100 PG/4 32 60 80 30 42 2*D14 152 SECT '' B '' SECT '' A '' 1350 60 30 35 25 PG/4 BS 8184 PG/4 8107 8142 PG/4 PG/4 PG/4 8172 PG/4 BS 8107 65 2*D18 200 110 192 60 1350 30 MCL/4 PG/4 '' B '' PG/4 PG/4 BS 1438 MCL/4 MCL/4 NO DATE Project : Design consultant 150 EP/9 220 12 EP/9 12 12 '' A '' - COLUMNS - CL/4 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/4 Checked by Part Q'ty : Dwg No : -CL/4 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID 1/A2 CL/5 EL +8.284 9/B2 100 2*D18 200 192 2*D18 '' C '' PG/4 110 DESCRIPTION 2- 65 EL +8.284 334 CL/5 30 TOP_LEVEL 65 ASSEM.NO MK 60 30 MATERIAL UNIT Q'TY - COLUMN CL/5 WEIGHT (KG) UNIT TOTAL SET ( ) 179 PL12*150 - 220 SS400 EA 3.11 6.22 MCL/4 I 200*100*5.5*8 - 8172 SS400 EA 167.15 334.30 PG/4 PL5*127 - 152 SS400 EA 22 0.76 16.70 8.8 SET CL/5 G8.8 M16*40 0.11 TOTAL W.T = 0.44 357.22 Kg 1000 357.22 EP/9 PG/4 (F/S) REMARK PG/4 PG/4 152 PG/4 BS 32 42 30 2*D14 97 127 1350 30 PG/4 80 MCL/4 PG/4 PG/4 PG/4 BS 1350 SECT '' C '' 152 32 100 60 30 2*D14 97 127 97 127 150 100 MCL/4 EP/9 10 200 10 30 1350 25 80 MCL/4 35 PG/4 BS 8184 PG/4 8107 8142 35 PG/4 PG/4 42 25 30 60 80 PG/4 220 SECT '' A '' PG/4 2*D14 SECT '' B '' PG/4 BS PG/4 8172 8107 1350 65 2*D18 PG/4 110 '' B '' 200 PG/4 192 60 30 MCL/4 PG/4 BS 1438 MCL/4 MCL/4 NO DATE Project : Design consultant 150 EP/9 12 EP/9 12 12 '' A '' 220 - COLUMNS - CL/5 KT A1(841x594) COÂNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/5 Checked by Part Q'ty : Dwg No : -CL/5 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C GRID LOCATION GRID EL +7.534 1/A1 CL/6 EL +7.534 9/B1 65 CL/6 100 2*D18 F G MK 60 30 584 110 - COLUMN CL/6 SET ( ) 162 - 220 SS400 EA 3.11 6.22 MCL/3 I 200*100*5.5*8 - 7422 SS400 EA 151.77 303.54 PG/4 PL5*127 - 152 SS400 EA 20 0.76 15.18 8.8 SET G8.8 M16*40 0.11 TOTAL W.T = REMARK 324.94 PL12*150 PG/4 (F/S) PG/4 WEIGHT (KG) UNIT TOTAL 0.44 324.94 Kg '' C '' PG/4 (N/S) 152 42 2*D14 30 2*D14 PG/4 32 PG/4 BS 80 30 97 30 PG/4 PG/4 127 97 995 PG/4 30 MCL/3 80 127 32 MCL/3 42 152 SECT '' D '' 1350 SECT '' C '' 2*D14 PG/4 30 355 MATERIAL UNIT Q'TY EP/9 CL/6 '' D '' PG/4 DESCRIPTION 2- 65 TOP_LEVEL E 200 192 2*D18 30 ASSEM.NO D 200 10 25 MCL/3 1350 EP/9 32 60 100 60 80 30 SECT '' A '' 30 2*D14 35 25 7434 7357 7392 PG/4 127 MCL/3 97 150 PG/4 BS 80 PG/4 100 PG/4 35 97 10 127 220 42 152 SECT '' B '' PG/4 PG/4 PG/4 BS 7422 7357 65 2*D18 PG/4 '' B '' PG/4 200 110 192 60 30 1350 MCL/3 PG/4 BS 1438 MCL/3 MCL/3 NO DATE Project : Design consultant EP/9 EP/9 220 12 150 12 12 '' A '' - COLUMNS - CL/6 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/6 Checked by Part Q'ty : Dwg No : -CL/6 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION MK TOP_LEVEL GRID CL/7 EL +6.372 2/B-B1 CL/7 EL +6.372 4/A1-A CL/7 EL +6.372 5/B-B1 CL/7 EL +6.372 8/A1-A ASSEM.NO 4- 720 10 700 50 772 S/1 45 MATERIAL UNIT Q'TY - COLUMN CL/7 SET ( ) 398 REMARK 1590.05 EP/4 PL16*200 - 320 SS400 EA 8.04 32.15 EP/5 PL16*200 - 720 SS400 EA 18.09 72.35 FC/2 PL10*200 - 5856 SS400 EA 91.94 367.77 FC/3 PL10*200 - 5869 SS400 EA 92.15 368.59 PG/1 PL5*170 - 176 SS400 EA 32 1.17 37.52 S/1 PL8*90 - 100 SS400 EA 0.51 4.07 S/14 PL5*96 - 100 SS400 EA 0.19 1.51 WC/1 PL8*680 - 5856 SS400 EA 176.52 706.10 190 TOTAL W.T = FC/3 10*D26 WC/1 1590.05 Kg S/14 PG/1 BS PG/1 70 120 220 120 120 70 170 PG/1 50 80 40 30 SECT '' B '' 2*D14 FC/3 FC/2 WC/1 10 300 10 146 1350 320 176 WEIGHT (KG) UNIT TOTAL 50 S/14 BS FC/2 100 S/1 (N/S) S/14 200 '' B '' 10*D26 16 16 10*D26 16 250 S/14 720 EP/5 250 200 EP/5 10 S/14 EP/5 DESCRIPTION PG/1 EP/4 FC/2 200 50 50 4*D26 5888 (PL8*680 x 5856) 5356 5356 1350 PG/1 BS PG/1 PG/1 30 PG/1 146 PG/1 WC/1 100 PG/1 BS 176 50 FC/2 FC/3 40 2*D14 170 WC/1 70 180 70 SECT '' C '' SECT '' A '' 80 WC/1 PL8*680 400 1350 PG/1 FC/3 FC/2 PG/1 '' C '' 680 PG/1 PG/1 BS 45 250 EP/4 200 EP/4 5856 16 '' A '' 16 16 190 250 S/1 (N/S) S/1 280 1034 WC/1 320 NO DATE Project : Design consultant - COLUMNS - CL/7 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/7 Checked by Part Q'ty : Dwg No : -CL/7 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION 2/A1-A 1- 720 16 200 EP/5 10*D26 S/14 EP/5 10*D26 '' B '' 190 S/14 - COLUMN CL/8 WEIGHT (KG) UNIT TOTAL SET ( ) 398 REMARK 397.51 EP/4 PL16*200 - 320 SS400 EA 8.04 8.04 EP/5 PL16*200 - 720 SS400 EA 18.09 18.09 FC/2 PL10*200 - 5856 SS400 EA 91.94 91.94 FC/3 PL10*200 - 5869 SS400 EA 92.15 92.15 PG/1 PL5*170 - 176 SS400 EA 1.17 9.38 S/1 PL8*90 - 100 SS400 EA 0.51 1.02 S/14 PL5*96 - 100 SS400 EA 0.19 0.38 WC/1 PL8*680 - 5856 SS400 EA 176.52 176.52 772 S/14 BS S/1 S/1 (F/S) TOTAL W.T = 720 10 PG/1 700 FC/3 10 FC/2 WC/1 S/14 100 FC/2 397.51 Kg PG/1 BS PG/1 MATERIAL UNIT Q'TY 10*D26 FC/3 WC/1 200 EL +6.372 DESCRIPTION 50 GRID 16 CL/8 TOP_LEVEL 250 ASSEM.NO MK 50 1350 FC/2 S/14 EP/5 70 120 220 120 120 70 170 50 SECT '' B '' 80 40 180 WC/1 70 30 70 4*D26 EP/4 PG/1 2*D14 50 50 80 40 170 FC/2 100 200 PG/1 BS PG/1 5888 (PL8*680 x 5856) 5356 1350 FC/2 176 176 PG/1 PG/1 146 30 2*D14 146 PG/1 BS PG/1 50 '' C '' PG/1 WC/1 SECT '' C '' FC/3 10 300 10 320 1350 SECT '' A '' WC/1 PL8*680 FC/3 PG/1 BS 400 PG/1 680 PG/1 1034 WC/1 190 16 EP/4 200 '' A '' EP/4 320 5856 16 250 S/1 (F/S) 280 S/1 NO DATE Project : Design consultant ONE - COLUMN - CL/8 KT A1(841x594) COÂNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/8 Checked by Part Q'ty : Dwg No : -CL/8 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION ASSEM.NO CL/12 MK TOP_LEVEL GRID EL +6.372 5/A1-A 1- 170 80 40 PG/1 2*D14 S/14 BS 146 176 S/1 (F/S) FC/1 752 190 S/10 S/10 50 30 '' B '' EP/5 S/14 S/1 45 10*D26 16 16 10*D26 16 S/14 720 697 250 EP/5 772 16 200 DESCRIPTION PG/1 BS MATERIAL UNIT Q'TY - COLUMN CL/12 WEIGHT (KG) UNIT TOTAL SET ( ) 404 PL16*200 - 320 SS400 EA 8.04 8.04 EP/5 PL16*200 - 720 SS400 EA 18.09 18.09 FC/1 PL10*200 - 5856 SS400 EA 91.94 91.94 FC/3 PL10*200 - 5869 SS400 EA 92.15 92.15 PG/1 PL5*170 - 176 SS400 EA 1.17 7.03 S/1 PL8*90 - 100 SS400 EA 0.51 1.02 S/9 PL5*96 - 586 SS400 EA 2.20 4.40 S/10 PL5*96 - 632 SS400 EA 2.38 4.76 S/14 PL5*96 - 100 SS400 EA 0.19 0.38 WC/1 PL8*680 - 5856 SS400 EA 176.52 176.52 WC/1 70 70 720 EP/4 10 4*D26 10*D26 FC/3 WC/1 10 300 10 S/14 EP/5 320 70 752 70 SECT '' B '' 120 165 165 120 4534 5*D22 50 4534 150 4474 120 120 5856 '' C '' 220 200 PG/1 (F/S) 120 SECT '' A '' 5888 (PL8*680 x 5856) 1350 5356 PG/1 S/14 FC/3 50 PG/1 (F/S) FC/1 WC/1 200 50 200 745 PG/1 10 FC/1 PG/1 (N/S) S/9 700 100 S/9 50 S/9 180 50 FC/3 SECT '' C '' 100 PG/1 FC/1 404.33 Kg 50 605 WC/1 FC/3 685 PG/1 120 165 165 120 S/10 BS 404.33 EP/4 TOTAL W.T = PG/1 REMARK 1350 FC/1 WC/1 PL8*680 WC/1 PG/1 PG/1 (F/S) 250 S/1 (F/S) 45 EP/4 200 '' A '' 16 16 16 5856 16 190 280 S/1 1034 680 400 FC/1 EP/4 320 NO DATE Project : Design consultant ONE - COLUMN - CL/12 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/12 Checked by Part Q'ty : Dwg No : -CL/12 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION ASSEM.NO CL/13 MK TOP_LEVEL GRID EL +6.372 6/A1-A DESCRIPTION 1- 720 10*D26 '' B '' WC/1 FC/1 16 10*D26 EP/5 16 16 200 - COLUMN CL/13 WEIGHT (KG) UNIT TOTAL SET ( ) 403 REMARK 403.31 EP/4 PL16*200 - 320 SS400 EA 8.04 8.04 EP/5 PL16*200 - 720 SS400 EA 18.09 18.09 FC/1 PL10*200 - 5856 SS400 EA 91.94 91.94 FC/3 PL10*200 - 5869 SS400 EA 92.15 92.15 PG/1 PL5*170 - 176 SS400 EA 1.17 7.03 S/9 PL5*96 - 586 SS400 EA 2.20 4.40 S/10 PL5*96 - 632 SS400 EA 2.38 4.76 S/14 PL5*96 - 100 SS400 EA 0.19 0.38 WC/1 PL8*680 - 5856 SS400 EA 176.52 176.52 PG/1 PG/1 BS S/10 PG/1 PG/1 605 685 S/10 BS FC/3 PG/1 S/9 S/9 FC/1 FC/3 50 40 TOTAL W.T = 80 170 120 165 165 120 S/10 2*D14 30 752 772 697 S/14 BS 146 S/14 S/14 176 EP/5 MATERIAL UNIT Q'TY 403.31 Kg SECT '' C '' S/9 PG/1 (F/S) 70 EP/4 WC/1 70 4*D26 720 10 FC/1 10*D26 700 10 S/14 WC/1 FC/3 10 320 5888 (PL8*680 x 5856) 1350 FC/1 FC/3 EP/5 S/14 70 120 220 120 120 70 SECT '' B '' SECT '' A '' 5856 4534 4474 FC/1 1350 50 200 150 PG/1 300 PG/1 (N/S) '' C '' 10 100 200 WC/1 50 PG/1 (N/S) PG/1 100 50 200 50 FC/1 180 50 745 50 5*D22 752 120 165 165 120 4534 WC/1 PL8*680 PG/1 (N/S) 400 1034 680 PG/1 EP/4 200 16 16 16 280 WC/1 '' A '' EP/4 5856 320 NO DATE Project : Design consultant ONE - COLUMN - CL/13 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/13 Checked by Part Q'ty : Dwg No : -CL/13 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION TOP_LEVEL CL/1 EL +7.019 1/B CL/1 EL +7.019 9/A DESCRIPTION '' E '' GRID 193 26 PG/7 20 PG/7 S/7 S/8 BS MBG/2 EP/8 129 S/8 167 29 185 S/8 250 226 EP/8 2- '' C '' MBG/3 PG/3 PG/3 MBG/4 400 MBG/1 PG/2 320 ASSEM.NO MK 30 1*D30 PG/2 (N/S) 1*D30 150 995 '' D '' 25 100 25 MATERIAL UNIT Q'TY - COLUMN CL/1 WEIGHT (KG) UNIT TOTAL SET ( ) 160 REMARK 319.68 EP/8 PL12*150 - 320 SS400 EA 4.52 9.04 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MBG/1 L50x4 - 400 SS400 EA 1.16 2.33 MBG/2 L50x4 - 400 SS400 EA 1.16 2.33 MBG/3 L50x4 - 250 SS400 EA 0.67 1.34 MBG/4 L50x4 - 369 SS400 EA 1.11 2.23 MCL/1 I 200*100*5.5*8 - 6907 SS400 EA 139.49 278.97 PG/2 PL5*127 - 170 SS400 EA 10 0.85 8.47 PG/3 PL5*80 - 160 SS400 EA 10 0.50 5.02 PG/7 PL160*5 - 70 SS400 EA 0.44 0.88 S/7 PL5*100 - 193 SS400 EA 0.76 1.52 S/8 PL5*47 - 184 SS400 EA 0.34 1.34 20 S/7 100 50 PG/2 (N/S) 319.68 Kg S/8 S/8 110 250 95 50 80 50 1350 160 320 MBG/2 PG/7 TOTAL W.T = 100 30 EP/8 206 PG/3 S/8 S/8 50 60 PG/3 PG/2 S/7 MBG/1 MCL/1 MCL/1 SECT '' E '' PG/2 (N/S) PG/3 50 25 35 80 35 SECT '' C '' SECT '' D '' 200 80 6944 2*D14 60 80 2*D14 97 35 25 100 50 220 60 6443 5356 6706 1350 MCL/1 30 30 150 MCL/1 100 PG/3 80 PG/2 160 PG/2 25 PG/3 MCL/1 PG/3 PG/2 PG/2 (N/S) PG/3 35 25 82 70 50 30 40 170 EP/9 10 1350 80 200 10 SECT '' A '' SECT '' B '' 1000 PG/3 '' B '' PG/2 150 6907 PG/2 (N/S) PG/3 295 MCL/1 1*D30 MCL/1 1*D30 30 1*D30 1438 MCL/1 29 654 1*D30 NO EP/9 12 12 12 12 150 220 - COLUMNS - CL/1 KT A1(841x594) Project : CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/1 Checked by Part Q'ty : Dwg No : -CL/1 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Design consultant '' A '' EP/9 DATE Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID PG/7 PG/7 20 EP/8 MBG/3 25 S/7 PG/3 MBG/4 PG/2 (F/S) 50 400 S/8 50 S/8 1*D30 PG/3 80 PG/7 MBG/1 EP/8 S/8 MBG/2 PG/3 SET ( ) 160 REMARK 319.68 EP/8 PL12*150 - 320 SS400 EA 4.52 9.04 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MBG/1 L50x4 - 400 SS400 EA 1.16 2.33 MBG/2 L50x4 - 400 SS400 EA 1.16 2.33 MBG/3 L50x4 - 250 SS400 EA 0.67 1.34 MBG/4 L50x4 - 369 SS400 EA 1.11 2.23 MCL/2 I 200*100*5.5*8 - 6907 SS400 EA 139.49 278.97 PG/2 PL5*127 - 170 SS400 EA 10 0.85 8.47 PG/3 PL5*80 - 160 SS400 EA 10 0.50 5.02 PG/7 PL160*5 - 70 SS400 EA 0.44 0.88 S/7 PL5*100 - 193 SS400 EA 0.76 1.52 S/8 PL5*47 - 184 SS400 EA 0.34 1.34 50 TOTAL W.T = 319.68 Kg PG/2 (F/S) PG/2 S/7 MCL/2 25 MCL/2 MCL/2 25 50 25 1350 PG/2 SECT '' E '' 170 82 220 50 20 50 40 PG/3 2*D14 30 PG/2 50 80 150 6944 1350 6443 6612 MCL/2 30 2*D14 80 80 10 97 200 35 10 25 PG/2 (F/S) 100 5356 25 SECT '' C '' SECT '' D '' PG/3 PG/3 100 150 100 EP/9 10 S/8 CL/2 WEIGHT (KG) UNIT TOTAL 110 '' D '' 30 995 1*D30 30 35 60 MBG/2 10 80 100 MBG/1 - COLUMN 50 696 PG/2 PG/3 S/8 BS 129 250 S/8 185 S/8 320 29 EP/8 S/7 MATERIAL UNIT Q'TY 160 9/B 20 EL +7.019 75 206 CL/2 75 2- 193 '' C '' 26 167 94 1/A 320 EL +7.019 250 CL/2 160 TOP_LEVEL DESCRIPTION '' E '' 320 ASSEM.NO MK PG/3 50 100 MCL/2 60 PG/3 SECT '' A '' PG/2 (F/S) SECT '' B '' 1000 1350 PG/2 150 6907 PG/3 PG/3 '' B '' PG/2 1*D30 MCL/2 295 1*D30 PG/2 (F/S) MCL/2 MCL/2 30 1*D30 1438 29 654 1*D30 NO DATE 150 EP/9 220 12 12 12 12 EP/9 - COLUMNS - CL/2 KT CÔNG TY TNHH THÉP & XÂY DỰNG KIM TAÏO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/2 Checked by Part Q'ty : Dwg No : -CL/2 COLUMN Developed by A1(841x594) Project : Design consultant '' A '' DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID CL/3 EL +7.534 1/B1 CL/3 EL +7.534 9/A1 100 2*D18 2- 152 60 30 32 80 42 127 127 162 324.94 PL12*150 - 220 SS400 EA 3.11 6.22 MCL/3 I 200*100*5.5*8 - 7422 SS400 EA 151.77 303.54 PG/4 PL5*127 - 152 SS400 EA 20 0.76 15.18 8.8 SET G8.8 M16*40 '' C '' 80 30 MCL/3 SECT '' C '' 0.44 324.94 Kg PG/4 32 PG/4 (F/S) 0.11 TOTAL W.T = 2*D14 30 355 97 2*D14 995 SET ( ) EP/9 CL/3 PG/4 (N/S) PG/4 CL/3 REMARK 30 PG/4 '' D '' - COLUMN WEIGHT (KG) UNIT TOTAL MCL/3 30 PG/4 MATERIAL UNIT Q'TY 97 584 110 DESCRIPTION 2*D18 65 TOP_LEVEL 30 ASSEM.NO 200 192 MK 42 152 SECT '' D '' PG/4 PG/4 2*D14 PG/4 30 PG/4 BS 97 60 25 PG/4 EP/9 10 7357 7392 50 100 32 80 30 60 SECT '' A '' 127 10 80 2*D14 42 152 SECT '' B '' 1350 7434 PG/4 BS PG/4 30 PG/4 MCL/3 25 100 150 MCL/3 97 35 100 25 1350 60 127 220 PG/4 PG/4 PG/4 BS 7422 7357 65 2*D18 200 110 192 60 30 1350 MCL/3 PG/4 '' B '' PG/4 30 7392 PG/4 BS 1438 MCL/3 MCL/3 NO DATE Project : Design consultant 150 EP/9 220 12 EP/9 12 12 '' A '' - COLUMNS - CL/3 KT A1(841x594) COÂNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/3 Checked by Part Q'ty : Dwg No : -CL/3 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID 1/B2 CL/4 EL +8.284 9/A2 2- 192 100 2*D18 2*D18 110 65 EL +8.284 334 CL/4 DESCRIPTION 200 30 TOP_LEVEL 65 ASSEM.NO MK MATERIAL UNIT Q'TY - COLUMN CL/4 WEIGHT (KG) UNIT TOTAL SET ( ) 179 357.22 EP/9 PL12*150 - 220 SS400 EA 3.11 6.22 MCL/4 I 200*100*5.5*8 - 8172 SS400 EA 167.15 334.30 PG/4 PL5*127 - 152 SS400 EA 22 0.76 16.70 8.8 SET 60 30 '' C '' CL/4 PG/4 (N/S) PG/4 G8.8 M16*40 0.11 TOTAL W.T = 0.44 357.22 Kg 1000 REMARK PG/4 97 PG/4 BS 32 1350 30 PG/4 127 MCL/4 PG/4 80 30 42 2*D14 152 SECT '' C '' PG/4 PG/4 PG/4 BS 2*D14 97 127 97 MCL/4 80 MCL/4 100 150 127 PG/4 10 35 200 25 1350 10 30 220 EP/9 100 PG/4 32 60 80 30 42 2*D14 152 SECT '' B '' SECT '' A '' 1350 60 30 35 25 PG/4 BS 8184 PG/4 8107 8142 PG/4 PG/4 PG/4 8172 PG/4 BS 8107 65 2*D18 200 110 192 60 1350 30 MCL/4 PG/4 '' B '' PG/4 PG/4 BS 1438 MCL/4 MCL/4 NO DATE Project : Design consultant 150 EP/9 220 12 EP/9 12 12 '' A '' - COLUMNS - CL/4 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/4 Checked by Part Q'ty : Dwg No : -CL/4 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION GRID 1/A2 CL/5 EL +8.284 9/B2 100 2*D18 200 192 2*D18 '' C '' PG/4 110 DESCRIPTION 2- 65 EL +8.284 334 CL/5 30 TOP_LEVEL 65 ASSEM.NO MK 60 30 MATERIAL UNIT Q'TY - COLUMN CL/5 WEIGHT (KG) UNIT TOTAL SET ( ) 179 PL12*150 - 220 SS400 EA 3.11 6.22 MCL/4 I 200*100*5.5*8 - 8172 SS400 EA 167.15 334.30 PG/4 PL5*127 - 152 SS400 EA 22 0.76 16.70 8.8 SET CL/5 G8.8 M16*40 0.11 TOTAL W.T = 0.44 357.22 Kg 1000 357.22 EP/9 PG/4 (F/S) REMARK PG/4 PG/4 152 PG/4 BS 32 42 30 2*D14 97 127 1350 30 PG/4 80 MCL/4 PG/4 PG/4 PG/4 BS 1350 SECT '' C '' 152 32 100 60 30 2*D14 97 127 97 127 150 100 MCL/4 EP/9 10 200 10 30 1350 25 80 MCL/4 35 PG/4 BS 8184 PG/4 8107 8142 35 PG/4 PG/4 42 25 30 60 80 PG/4 220 SECT '' A '' PG/4 2*D14 SECT '' B '' PG/4 BS PG/4 8172 8107 1350 65 2*D18 PG/4 110 '' B '' 200 PG/4 192 60 30 MCL/4 PG/4 BS 1438 MCL/4 MCL/4 NO DATE Project : Design consultant 150 EP/9 12 EP/9 12 12 '' A '' 220 - COLUMNS - CL/5 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/5 Checked by Part Q'ty : Dwg No : -CL/5 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C GRID LOCATION GRID EL +7.534 1/A1 CL/6 EL +7.534 9/B1 65 CL/6 100 2*D18 F G MK 60 30 584 110 - COLUMN CL/6 SET ( ) 162 - 220 SS400 EA 3.11 6.22 MCL/3 I 200*100*5.5*8 - 7422 SS400 EA 151.77 303.54 PG/4 PL5*127 - 152 SS400 EA 20 0.76 15.18 8.8 SET G8.8 M16*40 0.11 TOTAL W.T = REMARK 324.94 PL12*150 PG/4 (F/S) PG/4 WEIGHT (KG) UNIT TOTAL 0.44 324.94 Kg '' C '' PG/4 (N/S) 152 42 2*D14 30 2*D14 PG/4 32 PG/4 BS 80 30 97 30 PG/4 PG/4 127 97 995 PG/4 30 MCL/3 80 127 32 MCL/3 42 152 SECT '' D '' 1350 SECT '' C '' 2*D14 PG/4 30 355 MATERIAL UNIT Q'TY EP/9 CL/6 '' D '' PG/4 DESCRIPTION 2- 65 TOP_LEVEL E 200 192 2*D18 30 ASSEM.NO D 200 10 25 MCL/3 1350 EP/9 32 60 100 60 80 30 SECT '' A '' 30 2*D14 35 25 7434 7357 7392 PG/4 127 MCL/3 97 150 PG/4 BS 80 PG/4 100 PG/4 35 97 10 127 220 42 152 SECT '' B '' PG/4 PG/4 PG/4 BS 7422 7357 65 2*D18 PG/4 '' B '' PG/4 200 110 192 60 30 1350 MCL/3 PG/4 BS 1438 MCL/3 MCL/3 NO DATE Project : Design consultant EP/9 EP/9 220 12 150 12 12 '' A '' - COLUMNS - CL/6 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/6 Checked by Part Q'ty : Dwg No : -CL/6 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION MK TOP_LEVEL GRID CL/7 EL +6.372 2/B-B1 CL/7 EL +6.372 4/A1-A CL/7 EL +6.372 5/B-B1 CL/7 EL +6.372 8/A1-A ASSEM.NO 4- 720 10 700 50 772 S/1 45 MATERIAL UNIT Q'TY - COLUMN CL/7 SET ( ) 398 REMARK 1590.05 EP/4 PL16*200 - 320 SS400 EA 8.04 32.15 EP/5 PL16*200 - 720 SS400 EA 18.09 72.35 FC/2 PL10*200 - 5856 SS400 EA 91.94 367.77 FC/3 PL10*200 - 5869 SS400 EA 92.15 368.59 PG/1 PL5*170 - 176 SS400 EA 32 1.17 37.52 S/1 PL8*90 - 100 SS400 EA 0.51 4.07 S/14 PL5*96 - 100 SS400 EA 0.19 1.51 WC/1 PL8*680 - 5856 SS400 EA 176.52 706.10 190 TOTAL W.T = FC/3 10*D26 WC/1 1590.05 Kg S/14 PG/1 BS PG/1 70 120 220 120 120 70 170 PG/1 50 80 40 30 SECT '' B '' 2*D14 FC/3 FC/2 WC/1 10 300 10 146 1350 320 176 WEIGHT (KG) UNIT TOTAL 50 S/14 BS FC/2 100 S/1 (N/S) S/14 200 '' B '' 10*D26 16 16 10*D26 16 250 S/14 720 EP/5 250 200 EP/5 10 S/14 EP/5 DESCRIPTION PG/1 EP/4 FC/2 200 50 50 4*D26 5888 (PL8*680 x 5856) 5356 5356 1350 PG/1 BS PG/1 PG/1 30 PG/1 146 PG/1 WC/1 100 PG/1 BS 176 50 FC/2 FC/3 40 2*D14 170 WC/1 70 180 70 SECT '' C '' SECT '' A '' 80 WC/1 PL8*680 400 1350 PG/1 FC/3 FC/2 PG/1 '' C '' 680 PG/1 PG/1 BS 45 250 EP/4 200 EP/4 5856 16 '' A '' 16 16 190 250 S/1 (N/S) S/1 280 1034 WC/1 320 NO DATE Project : Design consultant - COLUMNS - CL/7 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/7 Checked by Part Q'ty : Dwg No : -CL/7 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION 2/A1-A 1- 720 16 200 EP/5 10*D26 S/14 EP/5 10*D26 '' B '' 190 S/14 - COLUMN CL/8 WEIGHT (KG) UNIT TOTAL SET ( ) 398 REMARK 397.51 EP/4 PL16*200 - 320 SS400 EA 8.04 8.04 EP/5 PL16*200 - 720 SS400 EA 18.09 18.09 FC/2 PL10*200 - 5856 SS400 EA 91.94 91.94 FC/3 PL10*200 - 5869 SS400 EA 92.15 92.15 PG/1 PL5*170 - 176 SS400 EA 1.17 9.38 S/1 PL8*90 - 100 SS400 EA 0.51 1.02 S/14 PL5*96 - 100 SS400 EA 0.19 0.38 WC/1 PL8*680 - 5856 SS400 EA 176.52 176.52 772 S/14 BS S/1 S/1 (F/S) TOTAL W.T = 720 10 PG/1 700 FC/3 10 FC/2 WC/1 S/14 100 FC/2 397.51 Kg PG/1 BS PG/1 MATERIAL UNIT Q'TY 10*D26 FC/3 WC/1 200 EL +6.372 DESCRIPTION 50 GRID 16 CL/8 TOP_LEVEL 250 ASSEM.NO MK 50 1350 FC/2 S/14 EP/5 70 120 220 120 120 70 170 50 SECT '' B '' 80 40 180 WC/1 70 30 70 4*D26 EP/4 PG/1 2*D14 50 50 80 40 170 FC/2 100 200 PG/1 BS PG/1 5888 (PL8*680 x 5856) 5356 1350 FC/2 176 176 PG/1 PG/1 146 30 2*D14 146 PG/1 BS PG/1 50 '' C '' PG/1 WC/1 SECT '' C '' FC/3 10 300 10 320 1350 SECT '' A '' WC/1 PL8*680 FC/3 PG/1 BS 400 PG/1 680 PG/1 1034 WC/1 190 16 EP/4 200 '' A '' EP/4 320 5856 16 250 S/1 (F/S) 280 S/1 NO DATE Project : Design consultant ONE - COLUMN - CL/8 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/8 Checked by Part Q'ty : Dwg No : -CL/8 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION MK CL/9 EL +6.372 3/B-B1 CL/9 EL +6.372 7/B-B1 2- FC/1 200 EP/5 '' B '' PG/1 50 WC/1 PG/1 BS 50 WC/1 788.30 EP/4 PL16*200 - 320 SS400 EA 8.04 16.08 EP/5 PL16*200 - 720 SS400 EA 18.09 36.17 FC/1 PL10*200 - 5856 SS400 EA 91.94 183.89 FC/3 PL10*200 - 5869 SS400 EA 92.15 184.30 PG/1 PL5*170 - 176 SS400 EA 12 1.17 14.07 S/14 PL5*96 - 100 SS400 EA 0.19 0.75 WC/1 PL8*680 - 5856 SS400 EA 176.52 353.05 40 788.30 Kg SECT '' C '' FC/3 720 320 10 PG/1 300 10 EP/4 50 10*D26 50 100 200 FC/3 S/14 FC/1 FC/1 50 50 WC/1 FC/3 70 180 70 S/14 EP/5 PG/1 70 1350 5888 (PL8*680 x 5856) PG/1 (N/S) 10 WC/1 FC/1 PG/1 (N/S) 700 10 4*D26 PG/1 (F/S) 745 394 TOTAL W.T = 120 165 165 120 120 165 165 PG/1 SET ( ) REMARK 170 120 PG/1 80 CL/9 752 772 2*D14 S/14 S/14 BS 605 30 16 10*D26 S/14 10*D26 16 EP/5 176 720 146 WC/1 - COLUMN WEIGHT (KG) UNIT TOTAL MATERIAL UNIT Q'TY 100 GRID 200 TOP_LEVEL ASSEM.NO DESCRIPTION SECT '' A '' 120 220 120 120 70 SECT '' B '' WC/1 PL8*680 1350 280 680 PG/1 400 4534 4534 '' C '' 5856 FC/3 FC/1 5856 PG/1 PG/1 (N/S) 120 165 165 120 5*D22 200 150 1034 50 752 EP/4 200 '' A '' EP/4 16 16 16 FC/1 PL10*200 320 NO DATE Project : Design consultant - COLUMNS - CL/9 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/9 Checked by Part Q'ty : Dwg No : -CL/9 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION MK TOP_LEVEL GRID CL/10 EL +6.372 3/A1-A CL/10 EL +6.372 6/B-B1 CL/10 EL +6.372 7/A1-A ASSEM.NO 3- 720 200 16 10*D26 S/14 EP/5 10*D26 '' B '' 16 EP/5 S/14 S/14 BS 772 50 170 80 PG/1 176 146 176 146 PG/1 PG/1 FC/2 CL/10 SET ( ) 396 REMARK 1189.49 EP/4 PL16*200 - 320 SS400 EA 8.04 24.12 EP/5 PL16*200 - 720 SS400 EA 18.09 54.26 FC/2 PL10*200 - 5856 SS400 EA 91.94 275.83 FC/3 PL10*200 - 5869 SS400 EA 92.15 276.44 PG/1 PL5*170 - 176 SS400 EA 24 1.17 28.14 S/14 PL5*96 - 100 SS400 EA 0.19 1.13 WC/1 PL8*680 - 5856 SS400 EA 176.52 529.57 2*D14 TOTAL W.T = 1189.49 Kg FC/2 2*D14 WC/1 FC/3 FC/2 PG/1 1350 WC/1 - COLUMN WEIGHT (KG) UNIT TOTAL 30 PG/1 BS MATERIAL UNIT Q'TY 40 30 WC/1 DESCRIPTION 50 80 40 170 SECT '' C '' PG/1 BS PG/1 10 320 300 720 10 10 EP/4 4*D26 PG/1 BS PG/1 10*D26 FC/3 70 180 EP/5 70 70 120 SECT '' A '' PG/1 FC/2 S/14 '' C '' 220 120 120 70 SECT '' B '' 1350 S/14 50 200 50 WC/1 FC/3 WC/1 10 50 50 FC/2 200 100 5888 (PL8*680 x 5856) 5856 1350 700 100 PG/1 WC/1 PL8*680 FC/3 PG/1 BS 400 PG/1 1034 280 680 PG/1 EP/4 16 16 5856 '' A '' 200 EP/4 320 NO DATE Project : Design consultant - COLUMNS - CL/10 KT A1(841x594) COÂNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Ñ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/10 Checked by Part Q'ty : Dwg No : -CL/10 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION MK GRID CL/11 EL +6.372 4/B-B1 CL/11 EL +6.372 8/B-B1 2- 50 170 80 200 720 S/14 S/14 250 190 S/1 (F/S) CL/11 SET ( ) 395 REMARK 790.34 PL16*200 - 320 SS400 EA 8.04 16.08 EP/5 PL16*200 - 720 SS400 EA 18.09 36.17 FC/1 PL10*200 - 5856 SS400 EA 91.94 183.89 FC/3 PL10*200 - 5869 SS400 EA 92.15 184.30 PG/1 PL5*170 - 176 SS400 EA 12 1.17 14.07 S/1 PL8*90 - 100 SS400 EA 0.51 2.03 S/14 PL5*96 - 100 SS400 EA 0.19 0.75 WC/1 PL8*680 - 5856 SS400 EA 176.52 353.05 SECT '' C '' TOTAL W.T = 790.34 Kg PG/1 BS PG/1 120 165 165 120 WC/1 180 70 50 PG/1 10 4*D26 EP/4 50 10 300 5888 (PL8*680 x 5856) 5356 S/14 70 120 220 120 120 70 10 SECT '' B '' 5856 FC/1 200 PG/1 (F/S) PG/1 FC/1 FC/3 SECT '' A '' S/14 EP/5 WC/1 FC/3 PG/1 (F/S) PG/1 10 FC/1 50 200 PG/1 (N/S) 700 WC/1 10*D26 50 FC/3 70 720 200 FC/3 320 50 PG/1 100 120 120 165 165 WC/1 - COLUMN WEIGHT (KG) UNIT TOTAL S/14 BS S/1 45 FC/1 16 10*D26 '' B '' 752 10*D26 EP/5 16 EP/5 176 146 30 PG/1 40 2*D14 MATERIAL UNIT Q'TY EP/4 100 TOP_LEVEL ASSEM.NO DESCRIPTION 4534 4534 50 '' C '' 752 120 165 165 120 5*D22 4534 WC/1 PL8*680 WC/1 FC/1 PG/1 680 400 FC/1 45 S/1 S/1 (F/S) 280 PG/1 (F/S) 190 16 16 EP/4 200 '' A '' 16 250 5856 EP/4 320 NO DATE Project : Design consultant - COLUMNS - CL/11 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/11 Checked by Part Q'ty : Dwg No : -CL/11 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION ASSEM.NO CL/12 MK TOP_LEVEL GRID EL +6.372 5/A1-A 1- 170 80 40 PG/1 2*D14 S/14 BS 146 176 S/1 (F/S) FC/1 752 190 S/10 S/10 50 30 '' B '' EP/5 S/14 S/1 45 10*D26 16 16 10*D26 16 S/14 720 697 250 EP/5 772 16 200 DESCRIPTION PG/1 BS MATERIAL UNIT Q'TY - COLUMN CL/12 WEIGHT (KG) UNIT TOTAL SET ( ) 404 PL16*200 - 320 SS400 EA 8.04 8.04 EP/5 PL16*200 - 720 SS400 EA 18.09 18.09 FC/1 PL10*200 - 5856 SS400 EA 91.94 91.94 FC/3 PL10*200 - 5869 SS400 EA 92.15 92.15 PG/1 PL5*170 - 176 SS400 EA 1.17 7.03 S/1 PL8*90 - 100 SS400 EA 0.51 1.02 S/9 PL5*96 - 586 SS400 EA 2.20 4.40 S/10 PL5*96 - 632 SS400 EA 2.38 4.76 S/14 PL5*96 - 100 SS400 EA 0.19 0.38 WC/1 PL8*680 - 5856 SS400 EA 176.52 176.52 WC/1 70 70 720 EP/4 10 4*D26 10*D26 FC/3 WC/1 10 300 10 S/14 EP/5 320 70 752 70 SECT '' B '' 120 165 165 120 4534 5*D22 50 4534 150 4474 120 120 5856 '' C '' 220 200 PG/1 (F/S) 120 SECT '' A '' 5888 (PL8*680 x 5856) 1350 5356 PG/1 S/14 FC/3 50 PG/1 (F/S) FC/1 WC/1 200 50 200 745 PG/1 10 FC/1 PG/1 (N/S) S/9 700 100 S/9 50 S/9 180 50 FC/3 SECT '' C '' 100 PG/1 FC/1 404.33 Kg 50 605 WC/1 FC/3 685 PG/1 120 165 165 120 S/10 BS 404.33 EP/4 TOTAL W.T = PG/1 REMARK 1350 FC/1 WC/1 PL8*680 WC/1 PG/1 PG/1 (F/S) 250 S/1 (F/S) 45 EP/4 200 '' A '' 16 16 16 5856 16 190 280 S/1 1034 680 400 FC/1 EP/4 320 NO DATE Project : Design consultant ONE - COLUMN - CL/12 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/12 Checked by Part Q'ty : Dwg No : -CL/12 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design A B C D E F G GRID LOCATION ASSEM.NO CL/13 MK TOP_LEVEL GRID EL +6.372 6/A1-A DESCRIPTION 1- 720 10*D26 '' B '' WC/1 FC/1 16 10*D26 EP/5 16 16 200 - COLUMN CL/13 WEIGHT (KG) UNIT TOTAL SET ( ) 403 REMARK 403.31 EP/4 PL16*200 - 320 SS400 EA 8.04 8.04 EP/5 PL16*200 - 720 SS400 EA 18.09 18.09 FC/1 PL10*200 - 5856 SS400 EA 91.94 91.94 FC/3 PL10*200 - 5869 SS400 EA 92.15 92.15 PG/1 PL5*170 - 176 SS400 EA 1.17 7.03 S/9 PL5*96 - 586 SS400 EA 2.20 4.40 S/10 PL5*96 - 632 SS400 EA 2.38 4.76 S/14 PL5*96 - 100 SS400 EA 0.19 0.38 WC/1 PL8*680 - 5856 SS400 EA 176.52 176.52 PG/1 PG/1 BS S/10 PG/1 PG/1 605 685 S/10 BS FC/3 PG/1 S/9 S/9 FC/1 FC/3 50 40 TOTAL W.T = 80 170 120 165 165 120 S/10 2*D14 30 752 772 697 S/14 BS 146 S/14 S/14 176 EP/5 MATERIAL UNIT Q'TY 403.31 Kg SECT '' C '' S/9 PG/1 (F/S) 70 EP/4 WC/1 70 4*D26 720 10 FC/1 10*D26 700 10 S/14 WC/1 FC/3 10 320 5888 (PL8*680 x 5856) 1350 FC/1 FC/3 EP/5 S/14 70 120 220 120 120 70 SECT '' B '' SECT '' A '' 5856 4534 4474 FC/1 1350 50 200 150 PG/1 300 PG/1 (N/S) '' C '' 10 100 200 WC/1 50 PG/1 (N/S) PG/1 100 50 200 50 FC/1 180 50 745 50 5*D22 752 120 165 165 120 4534 WC/1 PL8*680 PG/1 (N/S) 400 1034 680 PG/1 EP/4 200 16 16 16 280 WC/1 '' A '' EP/4 5856 320 NO DATE Project : Design consultant ONE - COLUMN - CL/13 KT A1(841x594) CÔNG TY TNHH THÉP & XÂY DỰNG KIM TẠO CHECKED Drawn by KS Đ T P REVIEWED APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/13 Checked by Part Q'ty : Dwg No : -CL/13 COLUMN Developed by DRAWN REVISIONS & DESCRIPTION Pre Design Pev Design Cons Design ... APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/1 Checked by Part Q'ty : Dwg No : -CL/1 COLUMN Developed... APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/2 Checked by Part Q'ty : Dwg No : -CL/2 COLUMN Developed... APPROVED Job code : P-K-01/2019 NHA XUONG 25M x 60M Item : Item no : Location : Date : Issued for Part Mark No : Part Mark : CL/2 Checked by Part Q'ty : Dwg No : -CL/2 COLUMN Developed

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