Previouse Projects

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Tekla structures ©Copyright. All rights reserved. Tutja Steel (Pty) Ltd 2014/047144/07 20.01.2015 1 0 Issued for Approval A1 1 S355JR PL4*50 Cleat BA1 1 S355JR I254*146*31 Beam BA2 6 S355JR I203*133*25 Beam BA3 6 S355JR I203*133*25 Beam BA4 2 S355JR I203*133*25 Beam BA5 2 S355JR I203*133*25 Beam BA6 1 S355JR I203*133*25 Beam BA7 1 S355JR I203*133*25 Beam CA1 1 S355JR I254*146*31 Column CA2 1 S355JR I254*146*31 Column CA3 1 S355JR I254*146*31 Column CA4 1 S355JR I254*146*31 Column CA5 1 S355JR I254*146*31 Column CA6 1 S355JR TI127*146*16 Column CA7 1 S355JR TI152*165*23 Column CA8 1 S355JR TI152*165*23 Column CA9 1 S355JR TI127*146*16 Column CA10 11 S355JR I254*146*31 Column CA11 4 S355JR I254*146*31 Column CA12 2 S355JR I254*146*31 Column CA13 2 S355JR I254*146*31 Column CA14 16 S355JR I254*146*31 Column CA15 1 S355JR I254*146*31 Column CA16 2 S355JR I254*146*31 Column CA17 4 S355JR I254*146*31 Column CA18 1 S355JR PC180*70 Column CA19 1 S355JR SHS100*100*6.0 Column CA20 1 S355JR SHS100*100*6.0 Column CL1 2 S355JR L150*150*10 Cleat CL2 20 S355JR L100*100*8 Cleat CL3 12 S355JR L70*70*6 Cleat PG1 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG2 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG3 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG4 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG5 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG6 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG7 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG8 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG9 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG10 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG11 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG12 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG13 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG14 1 S355JR CFLC225*75*20*2.5 PurlinGutter PG15 1 S355JR CFLC225*75*20*2.5 PurlinGutter PL1 2 S355JR PLT8*146 Plate PL2 2 S355JR PLT8*263.8 Plate PL3 6 S355JR PLT8*263.6 Plate PL4 2 S355JR PLT8*274.6 Plate PL5 2 S355JR PLT8*271.7 Plate PL6 4 S355JR PLT8*263.6 Plate PL7 2 S355JR PLT8*273.9 Plate PL8 2 S355JR PLT8*272.5 Plate PL9 1 S355JR PLT8*211.9 Plate RA1 1 S355JR I254*146*31 Rafter RA2 1 S355JR I254*146*31 Rafter RA3 1 S355JR I305*165*46 Rafter RA4 1 S355JR I305*165*46 Rafter RA5 2 S355JR I254*146*31 Rafter RA6 2 S355JR I254*146*31 Rafter RA7 2 S355JR I254*146*31 Rafter RA8 1 S355JR I254*146*31 Rafter RA9 1 S355JR I254*146*31 Rafter RA10 1 S355JR I254*146*31 Rafter RA11 2 S355JR I254*146*31 Rafter RA12 2 S355JR I254*146*31 Rafter RA13 2 S355JR I254*146*31 Rafter RA14 4 S355JR I254*146*31 Rafter RA16 2 S355JR I254*146*31 Rafter RA17 7 S355JR I254*146*31 Rafter RA18 1 S355JR I305*165*41 Rafter RA19 1 S355JR I305*165*41 Rafter RA20 2 S355JR I254*146*31 Rafter RA21 2 S355JR I254*146*31 Rafter RA22 2 S355JR I254*146*31 Rafter RA23 2 S355JR I254*146*31 Rafter RA24 2 S355JR I254*146*31 Rafter RA25 2 S355JR I254*146*31 Rafter RA26 1 S355JR I254*146*31 Rafter RA27 1 S355JR I254*146*31 Rafter RA28 2 S355JR I254*146*31 Rafter RA29 2 S355JR I254*146*31 Rafter RA30 2 S355JR I254*146*31 Rafter RA31 4 S355JR I254*146*31 Rafter RA32 19 S355JR I254*146*31 Rafter RA33 2 S355JR I254*146*31 Rafter RA34 1 S355JR I305*165*41 Rafter RA35 2 S355JR I254*146*31 Rafter RA36 2 S355JR I254*146*31 Rafter SA1 4 S355JR L40*40*5 Sag Angle SA2 4 S355JR L40*40*5 Sag Angle SA3 4 S355JR L40*40*5 Sag Angle SA4 4 S355JR L40*40*5 Sag Angle SA5 1 S355JR L40*40*3 Sag Angle SA6 1 S355JR L40*40*3 Sag Angle SA7 2 S355JR L40*40*5 Sag Angle SA8 2 S355JR L40*40*5 Sag Angle SA9 9 S355JR L40*40*5 Sag Angle SA10 5 S355JR L40*40*5 Sag Angle SA11 14 S355JR L40*40*5 Sag Angle SA12 14 S355JR L40*40*5 Sag Angle SA13 80 S355JR L40*40*5 Sag Angle SA14 6 S355JR L40*40*5 Sag Angle SA15 1 S355JR L40*40*5 Sag Angle SA16 5 S355JR L40*40*5 Sag Angle SA17 3 S355JR L40*40*5 Sag Angle SA18 1 S355JR L40*40*5 Sag Angle SA19 1 S355JR L40*40*5 Sag Angle SA20 4 S355JR L40*40*3 Sag Angle SA21 4 S355JR L40*40*3 Sag Angle SA22 2 S355JR L40*40*3 Sag Angle SA23 2 S355JR L40*40*3 Sag Angle SA24 4 S355JR L40*40*3 Sag Angle SA25 32 S355JR L40*40*3 Sag Angle SA26 4 S355JR L40*40*3 Sag Angle SA27 3 S355JR L40*40*3 Sag Angle SA28 1 S355JR L40*40*3 Sag Angle SA29 1 S355JR L40*40*3 Sag Angle SA30 1 S355JR L40*40*3 Sag Angle SA31 2 S355JR L40*40*3 Sag Angle SA32 2 S355JR L40*40*3 Sag Angle SA33 2 S355JR L40*40*3 Sag Angle SA34 4 S355JR L40*40*3 Sag Angle SA35 2 S355JR L40*40*3 Sag Angle SA36 2 S355JR L40*40*3 Sag Angle SA37 1 S355JR L40*40*3 Sag Angle SA38 1 S355JR L40*40*3 Sag Angle ST17 3 S355JR PL10*220 Stringer ST21 1 S355JR PL10*230 Stringer ST27 1 S355JR PL10*220 Stringer ST28 1 S355JR PL10*220 Stringer ST35 1 S355JR PL10*220 Stringer ST36 1 S355JR PL10*220 Stringer ST37 1 S355JR PL10*220 Stringer ST38 1 S355JR PL10*220 Stringer VT1 1 S355JR Z1000*60*6 VASTRAP VT2 8 S355JR Z300*60*6 VASTRAP VT3 1 S355JR PL6*998 VASTRAP VT5 1 S355JR L440*33*6 VASTRAP VT6 5 S355JR Z300*60*6 VASTRAP Mark Main part profile Grade Qty. Assembly Name JPM_Route_21_Steel_Stairs_Rev_2_120515 0 G [1] 20.01.2015 19.12.2014 Issued Revised JPM New Warehouse & Offices Steel Roof 0 J.L 1:150 1:100 PROJECT NUMBER P00705 A0 General Arrangement Drawing DRAWING TITLE DESCRIPTION REFERENCE DRAWINGS WBS NUMBER NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED UNIT/ SECTION AREA SHEET Rev. No. No. DRAWN CHECKED REVIEWED APPROVED ENGINEER SCALE: DRAWING TILTE DWG. SIZE A0 DRAWING NUMBER TS Model : MK. BR1 2 S355JR L70*70*6 Bracing BR2 2 S355JR L70*70*6 Bracing BR3 2 S355JR L70*70*6 Bracing BR4 2 S355JR L70*70*6 Bracing BR5 4 S355JR L70*70*6 Bracing BR6 4 S355JR L70*70*6 Bracing BR7 2 S355JR L70*70*6 Bracing BR8 2 S355JR L70*70*6 Bracing BR9 2 S355JR L70*70*6 Bracing BR10 2 S355JR L70*70*6 Bracing BR11 2 S355JR L70*70*6 Bracing BR12 2 S355JR L70*70*6 Bracing BR13 2 S355JR L70*70*6 Bracing BR14 2 S355JR L70*70*6 Bracing BR15 2 S355JR L70*70*6 Bracing BR16 2 S355JR L70*70*6 Bracing BR17 4 S355JR L70*70*6 Bracing BR18 2 S355JR L70*70*6 Bracing BR19 6 S355JR L70*70*6 Bracing BR20 2 S355JR L70*70*6 Bracing BR21 2 S355JR L70*70*6 Bracing BR22 2 S355JR L70*70*6 Bracing BR23 2 S355JR L70*70*6 Bracing BR24 2 S355JR L70*70*6 Bracing BR25 2 S355JR L70*70*6 Bracing BR26 2 S355JR L50*50*5 Bracing BR27 1 S355JR L50*50*5 Bracing PA1 1 S355JR CFLC125*50*20*2.5 Purlin PA2 1 S355JR CFLC125*50*20*2.5 Purlin PA3 1 S355JR CFLC125*50*20*2.5 Purlin PA4 1 S355JR CFLC125*50*20*2.5 Purlin PA5 1 S355JR CFLC125*50*20*2.5 Purlin PA6 1 S355JR CFLC125*50*20*2.5 Purlin PA7 1 S355JR CFLC125*50*20*2.5 Purlin PA8 1 S355JR CFLC125*50*20*2.5 Purlin PA9 1 S355JR CFLC125*50*20*2.5 Purlin PA10 1 S355JR CFLC125*50*20*2.5 Purlin PA11 1 S355JR CFLC125*50*20*2.5 Purlin PA12 1 S355JR CFLC125*50*20*2.5 Purlin PA13 1 S355JR CFLC125*50*20*2.5 Purlin PA14 3 S355JR CFLC125*50*20*2.5 Purlin PA15 3 S355JR CFLC125*50*20*2.5 Purlin PA16 1 S355JR CFLC125*50*20*2.5 Purlin PA17 1 S355JR CFLC125*50*20*2.5 Purlin PA18 2 S355JR CFLC125*50*20*2.5 Purlin PA19 2 S355JR CFLC125*50*20*2.5 Purlin PA20 1 S355JR CFLC125*50*20*2.5 Purlin PA21 1 S355JR CFLC125*50*20*2.5 Purlin PA22 1 S355JR CFLC125*50*20*2.5 Purlin PA23 1 S355JR CFLC125*50*20*2.5 Purlin PA24 1 S355JR CFLC125*50*20*2.5 Purlin PA25 1 S355JR CFLC125*50*20*2.5 Purlin PA26 1 S355JR CFLC125*50*20*2.5 Purlin PA27 1 S355JR CFLC125*50*20*2.5 Purlin PA28 6 S355JR CFLC125*50*20*2.5 Purlin PA29 6 S355JR CFLC125*50*20*2.5 Purlin PA30 1 S355JR CFLC125*50*20*2.5 Purlin PA31 1 S355JR CFLC125*50*20*2.5 Purlin PA32 1 S355JR CFLC125*50*20*2.5 Purlin PA33 1 S355JR CFLC125*50*20*2.5 Purlin PA34 1 S355JR CFLC125*50*20*2.5 Purlin PA35 1 S355JR CFLC125*50*20*2.5 Purlin PA36 1 S355JR CFLC125*50*20*2.5 Purlin PA37 1 S355JR CFLC125*50*20*2.5 Purlin PA38 1 S355JR CFLC125*50*20*2.5 Purlin PA39 1 S355JR CFLC125*50*20*2.5 Purlin PA40 1 S355JR CFLC125*50*20*2.5 Purlin PA41 1 S355JR CFLC125*50*20*2.5 Purlin PA42 1 S355JR CFLC125*50*20*2.5 Purlin PA43 1 S355JR CFLC125*50*20*2.5 Purlin PA44 1 S355JR CFLC125*50*20*2.5 Purlin PA45 1 S355JR CFLC125*50*20*2.5 Purlin PA46 1 S355JR CFLC125*50*20*2.5 Purlin PA47 3 S355JR CFLC125*50*20*2.5 Purlin PA48 3 S355JR CFLC125*50*20*2.5 Purlin PA49 1 S355JR CFLC125*50*20*2.5 Purlin PA50 1 S355JR CFLC125*50*20*2.5 Purlin PA51 1 S355JR CFLC125*50*20*2.5 Purlin PA52 1 S355JR CFLC125*50*20*2.5 Purlin PA53 1 S355JR CFLC125*50*20*2.5 Purlin PA54 1 S355JR CFLC125*50*20*2.5 Purlin PA55 1 S355JR CFLC125*50*20*2.5 Purlin PA56 5 S355JR CFLC125*50*20*2.5 Purlin PA57 1 S355JR CFLC125*50*20*2.5 Purlin PA58 1 S355JR CFLC125*50*20*2.5 Purlin PA59 1 S355JR CFLC125*50*20*2.5 Purlin PA60 1 S355JR CFLC125*50*20*2.5 Purlin PA61 1 S355JR CFLC125*50*20*2.5 Purlin PA62 1 S355JR CFLC125*50*20*2.5 Purlin PA63 1 S355JR CFLC125*50*20*2.5 Purlin PA64 1 S355JR CFLC125*50*20*2.5 Purlin PA65 1 S355JR CFLC125*50*20*2.5 Purlin PA66 5 S355JR CFLC125*50*20*2.5 Purlin PA67 1 S355JR CFLC125*50*20*2.5 Purlin PA68 1 S355JR CFLC125*50*20*2.5 Purlin PA69 1 S355JR CFLC125*50*20*2.5 Purlin PA70 1 S355JR CFLC125*50*20*2.5 Purlin PA71 1 S355JR CFLC125*50*20*2.5 Purlin PA72 1 S355JR CFLC125*50*20*2.5 Purlin PA73 1 S355JR CFLC125*50*20*2.5 Purlin PA74 1 S355JR CFLC125*50*20*2.5 Purlin PA75 1 S355JR CFLC125*50*20*2.5 Purlin PA76 4 S355JR CFLC125*50*20*2.5 Purlin PA77 4 S355JR CFLC125*50*20*2.5 Purlin PA78 4 S355JR CFLC125*50*20*2.5 Purlin PA79 1 S355JR CFLC125*50*20*2.5 Purlin PA80 3 S355JR CFLC125*50*20*2.5 Purlin PA81 1 S355JR CFLC125*50*20*2.5 Purlin PA82 4 S355JR CFLC125*50*20*2.5 Purlin PA83 3 S355JR CFLC125*50*20*2.5 Purlin PA84 1 S355JR CFLC125*50*20*2.5 Purlin PA85 1 S355JR CFLC125*50*20*2.5 Purlin PA86 1 S355JR CFLC125*50*20*2.5 Purlin PA87 1 S355JR CFLC125*50*20*2.5 Purlin PA88 1 S355JR CFLC125*50*20*2.5 Purlin PA89 1 S355JR CFLC125*50*20*2.5 Purlin PA90 2 S355JR CFLC125*50*20*2.5 Purlin PA91 1 S355JR CFLC125*50*20*2.5 Purlin PA92 3 S355JR CFLC125*50*20*2.5 Purlin PA93 1 S355JR CFLC125*50*20*2.5 Purlin PA94 1 S355JR CFLC125*50*20*2.5 Purlin PA95 1 S355JR CFLC125*50*20*2.5 Purlin PA96 1 S355JR CFLC125*50*20*2.5 Purlin PA97 1 S355JR CFLC125*50*20*2.5 Purlin PA98 1 S355JR CFLC125*50*20*2.5 Purlin PA99 1 S355JR CFLC125*50*20*2.5 Purlin PA100 1 S355JR CFLC125*50*20*2.5 Purlin PA101 1 S355JR CFLC125*50*20*2.5 Purlin PA102 1 S355JR CFLC125*50*20*2.5 Purlin PA103 1 S355JR CFLC125*50*20*2.5 Purlin PA104 1 S355JR CFLC125*50*20*2.5 Purlin PA105 1 S355JR CFLC125*50*20*2.5 Purlin PA106 1 S355JR CFLC125*50*20*2.5 Purlin PA107 1 S355JR CFLC125*50*20*2.5 Purlin PA108 1 S355JR CFLC125*50*20*2.5 Purlin PA109 1 S355JR CFLC125*50*20*2.5 Purlin PA110 1 S355JR CFLC125*50*20*2.5 Purlin PA111 1 S355JR CFLC125*50*20*2.5 Purlin PA112 1 S355JR CFLC125*50*20*2.5 Purlin PA113 1 S355JR CFLC125*50*20*2.5 Purlin PA114 1 S355JR CFLC125*50*20*2.5 Purlin PA115 1 S355JR CFLC125*50*20*2.5 Purlin PA116 1 S355JR CFLC125*50*20*2.5 Purlin PA117 1 S355JR CFLC125*50*20*2.5 Purlin PA118 1 S355JR CFLC125*50*20*2.5 Purlin Mark Main part profile Grade Qty. Assembly Name Prepared using Tekla Structures® ( www.tekla.com) A B C D E F G 9 8 7 6 5 4 3 2 1 Standard rendered 11 10 A B C D E F G 11 10 9 8 7 6 5 4 3 2 1 Standard rendered A B C D E F G 11 10 9 8 7 6 5 4 3 2 1 Roof Plan Layout . - ALL STRUCTURAL STEEL GRADE S355JR. - ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE. - STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION. - SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION. - SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE. - ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED. . 36 000 6 000 52 700 6 000 PA32 CA17 SA13 PA48 SA7 SA13 BR22 SA13 SA4 PA45 BR8 CL2 SA25 CA14 PA48 PA48 CA17 SA25 6 000 SA11 SA10 SA12 SA13 SA18 SA13 SA13 PA5 SA3 BA6 PA43 PA3 PA42 PA26 PA66 PA24 PA58 PL4 6 000 CA7 RA4 PA53 RA29 SA12 RA32 RA33 PA52 PG13 RA32 CA14 SA9 SA11 CA14 RA32 PA61 PA117 RA30 PA116 PA41 SA13 SA4 SA5 SA13 SA16 6 000 RA28 SA12 SA12 RA28 RA34 6 000 SA9 SA11 PA62 RA32 CA14 PG14 PA74 PA75 PA28 RA32 CA15 SA9 SA11 RA32 CA14 PA55 PA54 PG12 PA29 SA13 CA16 SA13 SA13 SA13 SA13 PA63 PA4 PA28 PA28 PA28 RA27 PA28 PA28 PA29 PA29 SA13 CA16 PA29 SA13 PA29 SA13 PA29 SA13 SA13 RA26 BR16 SA13 BR17 SA13 PA50 PG3 RA32 SA10 CA14 PA77 PA67 RA22 SA11 PA77 SA12 PA34 PA60 PA59 SA6 PA77 SA13 SA13 SA13 SA13 SA13 PG6 PA72 RA32 SA10 RA32 RA20 CA14 PA76 SA11 RA21 PL2 SA12 BR18 SA13 PL3 SA13 SA13 BR19 BR20 SA13 SA13 BR22 PA66 PA66 BR19 PA66 PA66 BR19 BR15 PL3 BR14 PA80 BR11 SA14 SA14 BR24 CA17 CA17 CA5 SA4 SA16 PA83 PA83 PA85 SA1 PA84 SA13 BA1 RA23 PA1 PA27 PA31 SA3 PA83 SA13 SA13 SA2 SA17 SA14 SA13 CA4 SA4 SA16 RA23 PA25 PA30 SA3 BA7 PA44 SA13 SA13 SA2 SA13 SA13 BR17 SA13 RA24 BR21 PA37 BR24 SA1 PA36 BR13 SA13 PL3 SA13 RA25 BR23 BR11 SA14 SA13 PL5 SA17 BR25 SA2 BR12 BR12 PA81 PL5 SA1 PL3 BR21 BR25 BR23 SA2 SA13 SA13 SA13 RA24 BR17 SA1 BR13 PA70 PL4 SA13 PA79 RA25 PA80 PA80 6 000 SA13 SA37 SA19 SA13 SA13 SA12 SA11 SA9 6 000 6 000 RA30 SA12 PA64 CA8 SA9 SA11 RA32 CA14 2 000 RA3 PA65 PA51 PG2 RA32 RA33 SA13 PA6 SA16 SA13 SA3 PA46 PA2 PA7 CA14 RA29 RA32 PA57 6 000 SA13 SA13 CA14 SA13 SA38 SA13 SA13 SA13 PA118 CA14 PA73 RA32 RA22 PA68 PA49 PG7 PA77 SA12 SA11 SA9 BR15 BR19 PA35 PA69 PA71 PA39 BR19 BR14 BR19 BR16 SA13 SA13 PL3 BR20 PA76 BR17 SA13 PL3 SA13 6 000 PA76 PA76 BR18 PL2 SA12 SA11 RA32 SA9 CA14 RA32 RA21 RA20 PL8 CA11 PA100 PA110 PA16 PA19 SA15 PA93 SA34 RA17 CA13 SA28 RA17 CA13 SA13 SA10 RA32 SA11 PA78 SA12 RA31 CA14 PA78 RA12 SA13 PA78 SA13 SA13 SA13 SA13 CL2 RA14 CL2 CA10 PA92 PA92 PA96 CL2 BR5 CL2 CL2 RA31 PG5 PA33 SA10 RA32 SA12 PA82 SA11 CA14 PG15 SA25 BR6 RA14 CA10 SA25 RA11 SA36 SA35 SA24 PA94 PL6 SA25 SA25 BR8 BR3 PA19 RA5 SA24 SA30 SA25 SA25 PA105 PA104 BR6 PA47 SA14 BR10 SA26 SA21 SA26 BR2 CA12 BR5 CA11 CL2 SA8 SA13 SA13 SA13 SA14 SA13 SA17 RA7 BR7 CL2 CL2 PA15 PA15 PA15 SA20 CL2 CL2 CL2 BR9 CL2 CL2 BR4 CL2 SA8 SA13 SA13 SA13 SA13 PA40 PA38 SA7 CL2 CL2 PA56 PA47 PA47 BR1 RA6 SA25 RA6 BR5 SA25 SA21 BR4 BR1 SA25 SA25 PL6 PA11 SA25 SA26 PL7 SA31 BR10 CA11 SA25 SA25 PA10 SA25 SA26 SA31 SA20 CA12 SA20 RA7 BR9 BR7 PL7 SA25 BR2 SA25 BR6 PL6 SA25 SA25 PL8 SA21 SA25 SA25 SA25 CA11 SA25 PA22 RA18 CA9 PA21 PA111 RA16 CA10 RA13 PA103 PA9 PA112 PG1 RA16 RA35 PA14 SA34 CA10 SA33 PA102 PA98 SA22 CA10 SA33 SA34 CA10 RA2 PA99 SA22 CA3 PA87 SA32 SA21 PA89 PA88 CA1 SA23 RA9 SA25 SA25 RA8 PA14 PA14 PA106 PA12 PA17 RA1 SA25 SA23 SA32 CA2 PA107 SA25 RA10 PA13 SA20 PA109 PA86 PG8 SA27 RA35 RA17 PA108 SA27 RA17 6 000 6 000 SA13 SA16 PG10 CA10 BR3 CA10 PA56 CA10 SA13 SA13 SA13 SA13 PA56 PA56 RA11 BR6 CL2 CL2 PA56 PA95 PA90 PA92 RA17 CL2 PA90 RA14 SA12 SA9 SA11 RA31 PG4 PA78 CA14 RA32 RA17 RA12 PA18 SA24 SA35 RA14 CA10 SA24 SA29 PA18 SA25 SA25 PL6 BR5 PA82 SA27 SA34 SA36 PA101 SA25 SA25 RA5 PG11 PA91 PA82 PA82 SA12 RA31 SA9 SA11 RA32 CA14 6 000 PA23 CA6 PA115 PA114 PA97 RA13 CA10 RA36 RA19 PA20 PG9 PA8 PA113 RA36 RA17 2 700

Transcript of Previouse Projects

Page 1: Previouse Projects

Tekl

a st

ruct

ures

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

20.01.201510 Issued for Approval

A1 1S355JRPL4*50CleatBA1 1S355JRI254*146*31BeamBA2 6S355JRI203*133*25BeamBA3 6S355JRI203*133*25BeamBA4 2S355JRI203*133*25BeamBA5 2S355JRI203*133*25BeamBA6 1S355JRI203*133*25BeamBA7 1S355JRI203*133*25BeamCA1 1S355JRI254*146*31ColumnCA2 1S355JRI254*146*31ColumnCA3 1S355JRI254*146*31ColumnCA4 1S355JRI254*146*31ColumnCA5 1S355JRI254*146*31ColumnCA6 1S355JRTI127*146*16ColumnCA7 1S355JRTI152*165*23ColumnCA8 1S355JRTI152*165*23ColumnCA9 1S355JRTI127*146*16ColumnCA10 11S355JRI254*146*31ColumnCA11 4S355JRI254*146*31ColumnCA12 2S355JRI254*146*31ColumnCA13 2S355JRI254*146*31ColumnCA14 16S355JRI254*146*31ColumnCA15 1S355JRI254*146*31ColumnCA16 2S355JRI254*146*31ColumnCA17 4S355JRI254*146*31ColumnCA18 1S355JRPC180*70ColumnCA19 1S355JRSHS100*100*6.0ColumnCA20 1S355JRSHS100*100*6.0ColumnCL1 2S355JRL150*150*10CleatCL2 20S355JRL100*100*8CleatCL3 12S355JRL70*70*6CleatPG1 1S355JRCFLC225*75*20*2.5PurlinGutterPG2 1S355JRCFLC225*75*20*2.5PurlinGutterPG3 1S355JRCFLC225*75*20*2.5PurlinGutterPG4 1S355JRCFLC225*75*20*2.5PurlinGutterPG5 1S355JRCFLC225*75*20*2.5PurlinGutterPG6 1S355JRCFLC225*75*20*2.5PurlinGutterPG7 1S355JRCFLC225*75*20*2.5PurlinGutterPG8 1S355JRCFLC225*75*20*2.5PurlinGutterPG9 1S355JRCFLC225*75*20*2.5PurlinGutterPG10 1S355JRCFLC225*75*20*2.5PurlinGutterPG11 1S355JRCFLC225*75*20*2.5PurlinGutterPG12 1S355JRCFLC225*75*20*2.5PurlinGutterPG13 1S355JRCFLC225*75*20*2.5PurlinGutterPG14 1S355JRCFLC225*75*20*2.5PurlinGutterPG15 1S355JRCFLC225*75*20*2.5PurlinGutterPL1 2S355JRPLT8*146PlatePL2 2S355JRPLT8*263.8PlatePL3 6S355JRPLT8*263.6PlatePL4 2S355JRPLT8*274.6PlatePL5 2S355JRPLT8*271.7PlatePL6 4S355JRPLT8*263.6PlatePL7 2S355JRPLT8*273.9PlatePL8 2S355JRPLT8*272.5PlatePL9 1S355JRPLT8*211.9PlateRA1 1S355JRI254*146*31RafterRA2 1S355JRI254*146*31RafterRA3 1S355JRI305*165*46RafterRA4 1S355JRI305*165*46RafterRA5 2S355JRI254*146*31RafterRA6 2S355JRI254*146*31RafterRA7 2S355JRI254*146*31RafterRA8 1S355JRI254*146*31RafterRA9 1S355JRI254*146*31RafterRA10 1S355JRI254*146*31RafterRA11 2S355JRI254*146*31RafterRA12 2S355JRI254*146*31RafterRA13 2S355JRI254*146*31RafterRA14 4S355JRI254*146*31RafterRA16 2S355JRI254*146*31RafterRA17 7S355JRI254*146*31RafterRA18 1S355JRI305*165*41RafterRA19 1S355JRI305*165*41RafterRA20 2S355JRI254*146*31RafterRA21 2S355JRI254*146*31RafterRA22 2S355JRI254*146*31RafterRA23 2S355JRI254*146*31RafterRA24 2S355JRI254*146*31RafterRA25 2S355JRI254*146*31RafterRA26 1S355JRI254*146*31RafterRA27 1S355JRI254*146*31RafterRA28 2S355JRI254*146*31RafterRA29 2S355JRI254*146*31RafterRA30 2S355JRI254*146*31RafterRA31 4S355JRI254*146*31RafterRA32 19S355JRI254*146*31RafterRA33 2S355JRI254*146*31RafterRA34 1S355JRI305*165*41RafterRA35 2S355JRI254*146*31RafterRA36 2S355JRI254*146*31RafterSA1 4S355JRL40*40*5Sag AngleSA2 4S355JRL40*40*5Sag AngleSA3 4S355JRL40*40*5Sag AngleSA4 4S355JRL40*40*5Sag AngleSA5 1S355JRL40*40*3Sag AngleSA6 1S355JRL40*40*3Sag AngleSA7 2S355JRL40*40*5Sag AngleSA8 2S355JRL40*40*5Sag AngleSA9 9S355JRL40*40*5Sag AngleSA10 5S355JRL40*40*5Sag AngleSA11 14S355JRL40*40*5Sag AngleSA12 14S355JRL40*40*5Sag AngleSA13 80S355JRL40*40*5Sag AngleSA14 6S355JRL40*40*5Sag AngleSA15 1S355JRL40*40*5Sag AngleSA16 5S355JRL40*40*5Sag AngleSA17 3S355JRL40*40*5Sag AngleSA18 1S355JRL40*40*5Sag AngleSA19 1S355JRL40*40*5Sag AngleSA20 4S355JRL40*40*3Sag AngleSA21 4S355JRL40*40*3Sag AngleSA22 2S355JRL40*40*3Sag AngleSA23 2S355JRL40*40*3Sag AngleSA24 4S355JRL40*40*3Sag AngleSA25 32S355JRL40*40*3Sag AngleSA26 4S355JRL40*40*3Sag AngleSA27 3S355JRL40*40*3Sag AngleSA28 1S355JRL40*40*3Sag AngleSA29 1S355JRL40*40*3Sag AngleSA30 1S355JRL40*40*3Sag AngleSA31 2S355JRL40*40*3Sag AngleSA32 2S355JRL40*40*3Sag AngleSA33 2S355JRL40*40*3Sag AngleSA34 4S355JRL40*40*3Sag AngleSA35 2S355JRL40*40*3Sag AngleSA36 2S355JRL40*40*3Sag AngleSA37 1S355JRL40*40*3Sag AngleSA38 1S355JRL40*40*3Sag AngleST17 3S355JRPL10*220StringerST21 1S355JRPL10*230StringerST27 1S355JRPL10*220StringerST28 1S355JRPL10*220StringerST35 1S355JRPL10*220StringerST36 1S355JRPL10*220StringerST37 1S355JRPL10*220StringerST38 1S355JRPL10*220StringerVT1 1S355JRZ1000*60*6VASTRAPVT2 8S355JRZ300*60*6VASTRAPVT3 1S355JRPL6*998VASTRAPVT5 1S355JRL440*33*6VASTRAPVT6 5S355JRZ300*60*6VASTRAPMark Main part profile Grade Qty.Assembly Name

JPM_Route_21_Steel_Stairs_Rev_2_120515 0G [1]

20.01.201519.12.2014Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:150 1:100

PROJECT NUMBER

P00705 A0 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

BR1 2S355JRL70*70*6BracingBR2 2S355JRL70*70*6BracingBR3 2S355JRL70*70*6BracingBR4 2S355JRL70*70*6BracingBR5 4S355JRL70*70*6BracingBR6 4S355JRL70*70*6BracingBR7 2S355JRL70*70*6BracingBR8 2S355JRL70*70*6BracingBR9 2S355JRL70*70*6BracingBR10 2S355JRL70*70*6BracingBR11 2S355JRL70*70*6BracingBR12 2S355JRL70*70*6BracingBR13 2S355JRL70*70*6BracingBR14 2S355JRL70*70*6BracingBR15 2S355JRL70*70*6BracingBR16 2S355JRL70*70*6BracingBR17 4S355JRL70*70*6BracingBR18 2S355JRL70*70*6BracingBR19 6S355JRL70*70*6BracingBR20 2S355JRL70*70*6BracingBR21 2S355JRL70*70*6BracingBR22 2S355JRL70*70*6BracingBR23 2S355JRL70*70*6BracingBR24 2S355JRL70*70*6BracingBR25 2S355JRL70*70*6BracingBR26 2S355JRL50*50*5BracingBR27 1S355JRL50*50*5BracingPA1 1S355JRCFLC125*50*20*2.5PurlinPA2 1S355JRCFLC125*50*20*2.5PurlinPA3 1S355JRCFLC125*50*20*2.5PurlinPA4 1S355JRCFLC125*50*20*2.5PurlinPA5 1S355JRCFLC125*50*20*2.5PurlinPA6 1S355JRCFLC125*50*20*2.5PurlinPA7 1S355JRCFLC125*50*20*2.5PurlinPA8 1S355JRCFLC125*50*20*2.5PurlinPA9 1S355JRCFLC125*50*20*2.5PurlinPA10 1S355JRCFLC125*50*20*2.5PurlinPA11 1S355JRCFLC125*50*20*2.5PurlinPA12 1S355JRCFLC125*50*20*2.5PurlinPA13 1S355JRCFLC125*50*20*2.5PurlinPA14 3S355JRCFLC125*50*20*2.5PurlinPA15 3S355JRCFLC125*50*20*2.5PurlinPA16 1S355JRCFLC125*50*20*2.5PurlinPA17 1S355JRCFLC125*50*20*2.5PurlinPA18 2S355JRCFLC125*50*20*2.5PurlinPA19 2S355JRCFLC125*50*20*2.5PurlinPA20 1S355JRCFLC125*50*20*2.5PurlinPA21 1S355JRCFLC125*50*20*2.5PurlinPA22 1S355JRCFLC125*50*20*2.5PurlinPA23 1S355JRCFLC125*50*20*2.5PurlinPA24 1S355JRCFLC125*50*20*2.5PurlinPA25 1S355JRCFLC125*50*20*2.5PurlinPA26 1S355JRCFLC125*50*20*2.5PurlinPA27 1S355JRCFLC125*50*20*2.5PurlinPA28 6S355JRCFLC125*50*20*2.5PurlinPA29 6S355JRCFLC125*50*20*2.5PurlinPA30 1S355JRCFLC125*50*20*2.5PurlinPA31 1S355JRCFLC125*50*20*2.5PurlinPA32 1S355JRCFLC125*50*20*2.5PurlinPA33 1S355JRCFLC125*50*20*2.5PurlinPA34 1S355JRCFLC125*50*20*2.5PurlinPA35 1S355JRCFLC125*50*20*2.5PurlinPA36 1S355JRCFLC125*50*20*2.5PurlinPA37 1S355JRCFLC125*50*20*2.5PurlinPA38 1S355JRCFLC125*50*20*2.5PurlinPA39 1S355JRCFLC125*50*20*2.5PurlinPA40 1S355JRCFLC125*50*20*2.5PurlinPA41 1S355JRCFLC125*50*20*2.5PurlinPA42 1S355JRCFLC125*50*20*2.5PurlinPA43 1S355JRCFLC125*50*20*2.5PurlinPA44 1S355JRCFLC125*50*20*2.5PurlinPA45 1S355JRCFLC125*50*20*2.5PurlinPA46 1S355JRCFLC125*50*20*2.5PurlinPA47 3S355JRCFLC125*50*20*2.5PurlinPA48 3S355JRCFLC125*50*20*2.5PurlinPA49 1S355JRCFLC125*50*20*2.5PurlinPA50 1S355JRCFLC125*50*20*2.5PurlinPA51 1S355JRCFLC125*50*20*2.5PurlinPA52 1S355JRCFLC125*50*20*2.5PurlinPA53 1S355JRCFLC125*50*20*2.5PurlinPA54 1S355JRCFLC125*50*20*2.5PurlinPA55 1S355JRCFLC125*50*20*2.5PurlinPA56 5S355JRCFLC125*50*20*2.5PurlinPA57 1S355JRCFLC125*50*20*2.5PurlinPA58 1S355JRCFLC125*50*20*2.5PurlinPA59 1S355JRCFLC125*50*20*2.5PurlinPA60 1S355JRCFLC125*50*20*2.5PurlinPA61 1S355JRCFLC125*50*20*2.5PurlinPA62 1S355JRCFLC125*50*20*2.5PurlinPA63 1S355JRCFLC125*50*20*2.5PurlinPA64 1S355JRCFLC125*50*20*2.5PurlinPA65 1S355JRCFLC125*50*20*2.5PurlinPA66 5S355JRCFLC125*50*20*2.5PurlinPA67 1S355JRCFLC125*50*20*2.5PurlinPA68 1S355JRCFLC125*50*20*2.5PurlinPA69 1S355JRCFLC125*50*20*2.5PurlinPA70 1S355JRCFLC125*50*20*2.5PurlinPA71 1S355JRCFLC125*50*20*2.5PurlinPA72 1S355JRCFLC125*50*20*2.5PurlinPA73 1S355JRCFLC125*50*20*2.5PurlinPA74 1S355JRCFLC125*50*20*2.5PurlinPA75 1S355JRCFLC125*50*20*2.5PurlinPA76 4S355JRCFLC125*50*20*2.5PurlinPA77 4S355JRCFLC125*50*20*2.5PurlinPA78 4S355JRCFLC125*50*20*2.5PurlinPA79 1S355JRCFLC125*50*20*2.5PurlinPA80 3S355JRCFLC125*50*20*2.5PurlinPA81 1S355JRCFLC125*50*20*2.5PurlinPA82 4S355JRCFLC125*50*20*2.5PurlinPA83 3S355JRCFLC125*50*20*2.5PurlinPA84 1S355JRCFLC125*50*20*2.5PurlinPA85 1S355JRCFLC125*50*20*2.5PurlinPA86 1S355JRCFLC125*50*20*2.5PurlinPA87 1S355JRCFLC125*50*20*2.5PurlinPA88 1S355JRCFLC125*50*20*2.5PurlinPA89 1S355JRCFLC125*50*20*2.5PurlinPA90 2S355JRCFLC125*50*20*2.5PurlinPA91 1S355JRCFLC125*50*20*2.5PurlinPA92 3S355JRCFLC125*50*20*2.5PurlinPA93 1S355JRCFLC125*50*20*2.5PurlinPA94 1S355JRCFLC125*50*20*2.5PurlinPA95 1S355JRCFLC125*50*20*2.5PurlinPA96 1S355JRCFLC125*50*20*2.5PurlinPA97 1S355JRCFLC125*50*20*2.5PurlinPA98 1S355JRCFLC125*50*20*2.5PurlinPA99 1S355JRCFLC125*50*20*2.5PurlinPA100 1S355JRCFLC125*50*20*2.5PurlinPA101 1S355JRCFLC125*50*20*2.5PurlinPA102 1S355JRCFLC125*50*20*2.5PurlinPA103 1S355JRCFLC125*50*20*2.5PurlinPA104 1S355JRCFLC125*50*20*2.5PurlinPA105 1S355JRCFLC125*50*20*2.5PurlinPA106 1S355JRCFLC125*50*20*2.5PurlinPA107 1S355JRCFLC125*50*20*2.5PurlinPA108 1S355JRCFLC125*50*20*2.5PurlinPA109 1S355JRCFLC125*50*20*2.5PurlinPA110 1S355JRCFLC125*50*20*2.5PurlinPA111 1S355JRCFLC125*50*20*2.5PurlinPA112 1S355JRCFLC125*50*20*2.5PurlinPA113 1S355JRCFLC125*50*20*2.5PurlinPA114 1S355JRCFLC125*50*20*2.5PurlinPA115 1S355JRCFLC125*50*20*2.5PurlinPA116 1S355JRCFLC125*50*20*2.5PurlinPA117 1S355JRCFLC125*50*20*2.5PurlinPA118 1S355JRCFLC125*50*20*2.5PurlinMark Main part profile Grade Qty.Assembly Name

Prepared using Tekla Structures® (www.tekla.com)

A

B

C

D

E

F

G

9

8

7

6

5

4

3

21

Standard rendered11

10

A

B

C

D

E

F

G

1110

9

8

7

6

5

4

3

21

Standard rendered

A

B

C

D

E

F

G

1110987654321Roof Plan Layout

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

36 0

00

6 00

0

52 700

6 000

PA32

CA17

SA13

PA48

SA7

SA13 BR22

SA13SA4

PA45

BR8

CL2

SA25

CA14

PA48

PA48

CA17

SA25

6 00

0

SA11

SA10

SA12

SA13

SA18

SA13

SA13

PA5

SA3

BA6PA43

PA3

PA42

PA26

PA66

PA24

PA58 PL4

6 00

0

CA7

RA4

PA53

RA29

SA12

RA32

RA3

3

PA52

PG13

RA32

CA14

SA9 SA11

CA14

RA3

2

PA61

PA117

RA3

0

PA116

PA41

SA13 SA4

SA5

SA13 SA16

6 00

0

RA28

SA12

SA12

RA28

RA34

6 00

0

SA9 SA11

PA62

RA32

CA14

PG14

PA74

PA75

PA28

RA32

CA15

SA9 SA11

RA32

CA14

PA55

PA54

PG12

PA29

SA13

CA16

SA13 SA13 SA13SA13

PA63

PA4

PA28

PA28

PA28

RA27

PA28

PA28

PA29

PA29

SA13

CA16

PA29

SA13

PA29

SA13

PA29

SA13SA13

RA26

BR16

SA13 BR17

SA13

PA50 PG3

RA3

2

SA10

CA14

PA77

PA67

RA2

2

SA11PA77

SA12

PA34

PA60

PA59

SA6

PA77

SA13

SA13

SA13

SA13

SA13

PG6PA72RA3

2

SA10 RA3

2

RA2

0

CA14

PA76SA11

RA2

1

PL2

SA12 BR18

SA13

PL3

SA13

SA13

BR19

BR20

SA13

SA13

BR22

PA66

PA66BR19

PA66

PA66

BR19

BR15

PL3

BR14

PA80BR11

SA14

SA14 BR24

CA17

CA17CA5

SA4

SA16

PA83

PA83

PA85SA1

PA84

SA13

BA1

RA2

3

PA1

PA27

PA31

SA3

PA83

SA13

SA13

SA2

SA17

SA14

SA13

CA4

SA4

SA16

RA2

3

PA25

PA30

SA3

BA7PA44

SA13

SA13

SA2

SA13

SA13

BR17

SA13

RA2

4

BR21

PA37

BR24

SA1

PA36

BR13

SA13

PL3

SA13

RA2

5BR23

BR11

SA14

SA13

PL5

SA17

BR25SA2

BR12

BR12

PA81PL5SA1

PL3

BR21

BR25

BR23

SA2

SA13

SA13

SA13

RA2

4

BR17

SA1

BR13

PA70PL4

SA13

PA79

RA2

5PA80

PA80

6 000

SA13

SA37SA

19SA

13SA

13SA

12SA11

SA9

6 00

0

6 000

RA30

SA12

PA64

CA8

SA9 SA11

RA32

CA14

2 000

RA3

PA65

PA51PG2

RA32RA3

3

SA13

PA6

SA16SA13

SA3

PA46

PA2

PA7

CA14

RA2

9R

A32

PA57

6 000

SA13

SA13

CA14

SA13

SA38

SA13

SA13

SA13

PA118

CA14

PA73

RA3

2R

A22

PA68

PA49

PG7

PA77

SA12SA

11SA

9

BR15BR19PA35

PA69

PA71

PA39

BR19

BR14

BR19BR16

SA13

SA13

PL3

BR20

PA76BR17

SA13

PL3

SA13

6 000

PA76

PA76

BR18

PL2

SA12SA

11

RA3

2

SA9

CA14

RA3

2

RA2

1

RA2

0

PL8

CA11

PA10

0

PA11

0

PA16

PA19

SA15 PA93SA

34

RA1

7

CA13

SA28

RA1

7

CA13

SA13

SA10 RA3

2SA11PA78

SA12

RA3

1

CA14

PA78

RA1

2SA13

PA78

SA13

SA13

SA13

SA13

CL2

RA1

4C

L2C

A10

PA92

PA92

PA96

CL2

BR5

CL2

CL2

RA3

1

PG5PA33

SA10

RA3

2

SA12

PA82

SA11

CA14

PG15

SA25 BR6

RA1

4C

A10

SA25

RA1

1

SA36

SA35SA

24

PA94

PL6SA

25SA

25

BR8

BR3

PA19

RA5

SA24

SA30

SA25

SA25

PA105

PA104

BR6

PA47SA14

BR10

SA26

SA21

SA26

BR2

CA12

BR5

CA11

CL2

SA8

SA13

SA13

SA13

SA14

SA13

SA17

RA7

BR7C

L2C

L2

PA15

PA15

PA15

SA20CL2

CL2

CL2

BR9

CL2

CL2

BR4

CL2

SA8

SA13

SA13

SA13

SA13

PA40

PA38

SA7

CL2

CL2

PA56

PA47

PA47BR1

RA6

SA25

RA6

BR5

SA25

SA21

BR4

BR1

SA25

SA25

PL6

PA11

SA25

SA26

PL7

SA31

BR10

CA11

SA25

SA25

PA10

SA25

SA26SA

31

SA20

CA12

SA20

RA7

BR9

BR7

PL7SA2

5

BR2

SA25

BR6

PL6

SA25

SA25

PL8

SA21

SA25

SA25

SA25

CA11

SA25

PA22

RA18

CA9

PA21

PA11

1

RA1

6

CA10

RA1

3

PA103

PA9

PA11

2

PG1RA1

6

RA35

PA14

SA34

CA10

SA33

PA10

2

PA98

SA22

CA10

SA33SA34

CA10

RA2

PA99

SA22

CA3

PA87

SA32SA21

PA89

PA88

CA1 SA23

RA9

SA25 SA25

RA8

PA14

PA14

PA10

6

PA12

PA17

RA1

SA25

SA23

SA32

CA2

PA10

7

SA25

RA10

PA13SA20

PA10

9

PA86

PG8

SA27

RA35

RA17

PA10

8

SA27

RA17

6 0006 000

SA13

SA16PG10 CA10

BR3

CA10

PA56 CA1

0

SA13

SA13

SA13

SA13

PA56

PA56

RA1

1

BR6

CL2

CL2

PA56

PA95

PA90PA92R

A17

CL2

PA90RA1

4

SA12

SA9

SA11

RA3

1

PG4

PA78

CA14

RA3

2

RA1

7R

A12

PA18

SA24

SA35

RA1

4C

A10

SA24

SA29

PA18SA25

SA25

PL6

BR5

PA82

SA27

SA34

SA36

PA101

SA25

SA25

RA5

PG11PA91

PA82

PA82

SA12

RA3

1

SA9

SA11

RA3

2 CA14

6 000

PA23CA6

PA115

PA114

PA97

RA1

3

CA10

RA3

6

RA19

PA20 PG9

PA8

PA11

3R

A36

RA17

2 700

http://www.tekla.com)
Page 2: Previouse Projects

Tekl

a st

ruct

ures

20.01.201510 Issued for Approval

Prepared using Tekla Structures® (www.tekla.com)

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_Route_21_Steel_Stairs_Rev_2_120515 0G [2]

20.01.201519.12.2014Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:25 1:10

PROJECT NUMBER

P00705 A1 HD Bolt Layout DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

A

B

C

D

E

F

G

1110987654321

Plan +1513310

Detail A

Detail A

Detail ADetail ADetail ADetail ADetail ADetail B

Detail B

Detail C

Detail C

Detail C

Detail D

Detail D

Detail D

Detail D

Detail D

Detail CDetail C

Detail DDetail D

Detail CDetail C

Detail D

Detail E

Detail E

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

CA14

9595

95 95

CA14

CA14CA14CA14CA14CA14

CA8

95 35 6095

95

CA8

CA14

9595

95 95

CA14

CA14

CA16

9595

95 95

CA16

CA14

CA14

CA15

CA14CA14

CA16CA14

CA14CA14

CA14

CA7

95 35 60

9595

CA7

http://www.tekla.com)
Page 3: Previouse Projects

Tekl

a st

ruct

ures

20.01.201510 Issued for Approval

Prepared using Tekla Structures® (www.tekla.com)

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_Route_21_Steel_Stairs_Rev_2_120515 0G [3]

20.01.201519.12.2014Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:25 1:10

PROJECT NUMBER

P00705 A1 HD Bolt Layout DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

A

B

C

D

E

F

G

1110987654321

Detail AA Detail A

Detail B

B

Detail B

Detail C

C

Detail CDetail C

Detail D

DDetail DDetail D

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

+1513.735

3 60

02

400

6 000

2 40

0+1515.387

6 000

3 60

0

2 40

03

600

3 60

0

+1515.387

2 40

0

CA10

9595

95 95

CA10

CA10

CA13

9595

95 95

CA13

CA13

CA17

9595

95 95

CA17 CA17

CA4

CA17

9595

95 95

CA17

CA17

CA5

http://www.tekla.com)
Page 4: Previouse Projects

Tekl

a st

ruct

ures

20.01.201510 Issued for Approval

Prepared using Tekla Structures® (www.tekla.com)

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_Route_21_Steel_Stairs_Rev_2_120515 0G [4]

20.01.201519.12.2014Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:25 1:10

PROJECT NUMBER

P00705 A1 HD Bolt Layout DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

Detail G

Detail H

A

B

C

D

E

F

G

11109876

Detail H

Detail GDetail G

Detail A

Detail G

Detail A

Detail B

Detail B

Detail B

Detail C

Detail C

Detail D

Detail D

Detail E

Detail E

Detail E

Detail DDetail D

Detail DDetail DDetail D

Detail B

Detail F

Detail F

Detail I

Detail I

Detail I

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

9595

95 95

CA3

9595

95 95

CA10

+1516.030

+1516.455

+1516.030

CA10

CA3

CA11

CA6

CA11

9595

60 35 95

CA6

CA10

9595

93 2 95

CA10

CA10

CA10

9595

95 95

CA10

CA2

9595

95 95

CA2

CA10

9694

95 95

CA10

CA10

CA11CA11

CA1

CA12CA12

CA10

CA9

9535

60

95 95

CA9

CA10

9496

95 95

CA10

CA10

http://www.tekla.com)
Page 5: Previouse Projects

Tekl

a st

ruct

ures

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

20.01.201510 Issued for Approval

A1 1S355JRPL4*50CleatBA1 1S355JRI254*146*31BeamBA2 6S355JRI203*133*25BeamBA3 6S355JRI203*133*25BeamBA4 2S355JRI203*133*25BeamBA5 2S355JRI203*133*25BeamBA6 1S355JRI203*133*25BeamBA7 1S355JRI203*133*25BeamCA1 1S355JRI254*146*31ColumnCA2 1S355JRI254*146*31ColumnCA3 1S355JRI254*146*31ColumnCA4 1S355JRI254*146*31ColumnCA5 1S355JRI254*146*31ColumnCA6 1S355JRTI127*146*16ColumnCA7 1S355JRTI152*165*23ColumnCA8 1S355JRTI152*165*23ColumnCA9 1S355JRTI127*146*16ColumnCA10 11S355JRI254*146*31ColumnCA11 4S355JRI254*146*31ColumnCA12 2S355JRI254*146*31ColumnCA13 2S355JRI254*146*31ColumnCA14 16S355JRI254*146*31ColumnCA15 1S355JRI254*146*31ColumnCA16 2S355JRI254*146*31ColumnCA17 4S355JRI254*146*31ColumnCA18 1S355JRPC180*70ColumnCA19 1S355JRSHS100*100*6.0ColumnCA20 1S355JRSHS100*100*6.0ColumnCL1 2S355JRL150*150*10CleatCL2 20S355JRL100*100*8CleatCL3 12S355JRL70*70*6CleatPG1 1S355JRCFLC225*75*20*2.5PurlinGutterPG2 1S355JRCFLC225*75*20*2.5PurlinGutterPG3 1S355JRCFLC225*75*20*2.5PurlinGutterPG4 1S355JRCFLC225*75*20*2.5PurlinGutterPG5 1S355JRCFLC225*75*20*2.5PurlinGutterPG6 1S355JRCFLC225*75*20*2.5PurlinGutterPG7 1S355JRCFLC225*75*20*2.5PurlinGutterPG8 1S355JRCFLC225*75*20*2.5PurlinGutterPG9 1S355JRCFLC225*75*20*2.5PurlinGutterPG10 1S355JRCFLC225*75*20*2.5PurlinGutterPG11 1S355JRCFLC225*75*20*2.5PurlinGutterPG12 1S355JRCFLC225*75*20*2.5PurlinGutterPG13 1S355JRCFLC225*75*20*2.5PurlinGutterPG14 1S355JRCFLC225*75*20*2.5PurlinGutterPG15 1S355JRCFLC225*75*20*2.5PurlinGutterPL1 2S355JRPLT8*146PlatePL2 2S355JRPLT8*263.8PlatePL3 6S355JRPLT8*263.6PlatePL4 2S355JRPLT8*274.6PlatePL5 2S355JRPLT8*271.7PlatePL6 4S355JRPLT8*263.6PlatePL7 2S355JRPLT8*273.9PlatePL8 2S355JRPLT8*272.5PlatePL9 1S355JRPLT8*211.9PlateRA1 1S355JRI254*146*31RafterRA2 1S355JRI254*146*31RafterRA3 1S355JRI305*165*46RafterRA4 1S355JRI305*165*46RafterRA5 2S355JRI254*146*31RafterRA6 2S355JRI254*146*31RafterRA7 2S355JRI254*146*31RafterRA8 1S355JRI254*146*31RafterRA9 1S355JRI254*146*31RafterRA10 1S355JRI254*146*31RafterRA11 2S355JRI254*146*31RafterRA12 2S355JRI254*146*31RafterRA13 2S355JRI254*146*31RafterRA14 4S355JRI254*146*31RafterRA16 2S355JRI254*146*31RafterRA17 7S355JRI254*146*31RafterRA18 1S355JRI305*165*41RafterRA19 1S355JRI305*165*41RafterRA20 2S355JRI254*146*31RafterRA21 2S355JRI254*146*31RafterRA22 2S355JRI254*146*31RafterRA23 2S355JRI254*146*31RafterRA24 2S355JRI254*146*31RafterRA25 2S355JRI254*146*31RafterRA26 1S355JRI254*146*31RafterRA27 1S355JRI254*146*31RafterRA28 2S355JRI254*146*31RafterRA29 2S355JRI254*146*31RafterRA30 2S355JRI254*146*31RafterRA31 4S355JRI254*146*31RafterRA32 19S355JRI254*146*31RafterRA33 2S355JRI254*146*31RafterRA34 1S355JRI305*165*41RafterRA35 2S355JRI254*146*31RafterRA36 2S355JRI254*146*31RafterSA1 4S355JRL40*40*5Sag AngleSA2 4S355JRL40*40*5Sag AngleSA3 4S355JRL40*40*5Sag AngleSA4 4S355JRL40*40*5Sag AngleSA5 1S355JRL40*40*3Sag AngleSA6 1S355JRL40*40*3Sag AngleSA7 2S355JRL40*40*5Sag AngleSA8 2S355JRL40*40*5Sag AngleSA9 9S355JRL40*40*5Sag AngleSA10 5S355JRL40*40*5Sag AngleSA11 14S355JRL40*40*5Sag AngleSA12 14S355JRL40*40*5Sag AngleSA13 80S355JRL40*40*5Sag AngleSA14 6S355JRL40*40*5Sag AngleSA15 1S355JRL40*40*5Sag AngleSA16 5S355JRL40*40*5Sag AngleSA17 3S355JRL40*40*5Sag AngleSA18 1S355JRL40*40*5Sag AngleSA19 1S355JRL40*40*5Sag AngleSA20 4S355JRL40*40*3Sag AngleSA21 4S355JRL40*40*3Sag AngleSA22 2S355JRL40*40*3Sag AngleSA23 2S355JRL40*40*3Sag AngleSA24 4S355JRL40*40*3Sag AngleSA25 32S355JRL40*40*3Sag AngleSA26 4S355JRL40*40*3Sag AngleSA27 3S355JRL40*40*3Sag AngleSA28 1S355JRL40*40*3Sag AngleSA29 1S355JRL40*40*3Sag AngleSA30 1S355JRL40*40*3Sag AngleSA31 2S355JRL40*40*3Sag AngleSA32 2S355JRL40*40*3Sag AngleSA33 2S355JRL40*40*3Sag AngleSA34 4S355JRL40*40*3Sag AngleSA35 2S355JRL40*40*3Sag AngleSA36 2S355JRL40*40*3Sag AngleSA37 1S355JRL40*40*3Sag AngleSA38 1S355JRL40*40*3Sag AngleST17 3S355JRPL10*220StringerST21 1S355JRPL10*230StringerST27 1S355JRPL10*220StringerST28 1S355JRPL10*220StringerST35 1S355JRPL10*220StringerST36 1S355JRPL10*220StringerST37 1S355JRPL10*220StringerST38 1S355JRPL10*220StringerVT1 1S355JRZ1000*60*6VASTRAPVT2 8S355JRZ300*60*6VASTRAPVT3 1S355JRPL6*998VASTRAPVT5 1S355JRL440*33*6VASTRAPVT6 5S355JRZ300*60*6VASTRAPMark Main part profile Grade Qty.Assembly Name

JPM_Route_21_Steel_Stairs_Rev_2_120515 0G [5]

20.01.201522.01.2015Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:50 1:10

PROJECT NUMBER

P00705 A0 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

BR1 2S355JRL70*70*6BracingBR2 2S355JRL70*70*6BracingBR3 2S355JRL70*70*6BracingBR4 2S355JRL70*70*6BracingBR5 4S355JRL70*70*6BracingBR6 4S355JRL70*70*6BracingBR7 2S355JRL70*70*6BracingBR8 2S355JRL70*70*6BracingBR9 2S355JRL70*70*6BracingBR10 2S355JRL70*70*6BracingBR11 2S355JRL70*70*6BracingBR12 2S355JRL70*70*6BracingBR13 2S355JRL70*70*6BracingBR14 2S355JRL70*70*6BracingBR15 2S355JRL70*70*6BracingBR16 2S355JRL70*70*6BracingBR17 4S355JRL70*70*6BracingBR18 2S355JRL70*70*6BracingBR19 6S355JRL70*70*6BracingBR20 2S355JRL70*70*6BracingBR21 2S355JRL70*70*6BracingBR22 2S355JRL70*70*6BracingBR23 2S355JRL70*70*6BracingBR24 2S355JRL70*70*6BracingBR25 2S355JRL70*70*6BracingBR26 2S355JRL50*50*5BracingBR27 1S355JRL50*50*5BracingPA1 1S355JRCFLC125*50*20*2.5PurlinPA2 1S355JRCFLC125*50*20*2.5PurlinPA3 1S355JRCFLC125*50*20*2.5PurlinPA4 1S355JRCFLC125*50*20*2.5PurlinPA5 1S355JRCFLC125*50*20*2.5PurlinPA6 1S355JRCFLC125*50*20*2.5PurlinPA7 1S355JRCFLC125*50*20*2.5PurlinPA8 1S355JRCFLC125*50*20*2.5PurlinPA9 1S355JRCFLC125*50*20*2.5PurlinPA10 1S355JRCFLC125*50*20*2.5PurlinPA11 1S355JRCFLC125*50*20*2.5PurlinPA12 1S355JRCFLC125*50*20*2.5PurlinPA13 1S355JRCFLC125*50*20*2.5PurlinPA14 3S355JRCFLC125*50*20*2.5PurlinPA15 3S355JRCFLC125*50*20*2.5PurlinPA16 1S355JRCFLC125*50*20*2.5PurlinPA17 1S355JRCFLC125*50*20*2.5PurlinPA18 2S355JRCFLC125*50*20*2.5PurlinPA19 2S355JRCFLC125*50*20*2.5PurlinPA20 1S355JRCFLC125*50*20*2.5PurlinPA21 1S355JRCFLC125*50*20*2.5PurlinPA22 1S355JRCFLC125*50*20*2.5PurlinPA23 1S355JRCFLC125*50*20*2.5PurlinPA24 1S355JRCFLC125*50*20*2.5PurlinPA25 1S355JRCFLC125*50*20*2.5PurlinPA26 1S355JRCFLC125*50*20*2.5PurlinPA27 1S355JRCFLC125*50*20*2.5PurlinPA28 6S355JRCFLC125*50*20*2.5PurlinPA29 6S355JRCFLC125*50*20*2.5PurlinPA30 1S355JRCFLC125*50*20*2.5PurlinPA31 1S355JRCFLC125*50*20*2.5PurlinPA32 1S355JRCFLC125*50*20*2.5PurlinPA33 1S355JRCFLC125*50*20*2.5PurlinPA34 1S355JRCFLC125*50*20*2.5PurlinPA35 1S355JRCFLC125*50*20*2.5PurlinPA36 1S355JRCFLC125*50*20*2.5PurlinPA37 1S355JRCFLC125*50*20*2.5PurlinPA38 1S355JRCFLC125*50*20*2.5PurlinPA39 1S355JRCFLC125*50*20*2.5PurlinPA40 1S355JRCFLC125*50*20*2.5PurlinPA41 1S355JRCFLC125*50*20*2.5PurlinPA42 1S355JRCFLC125*50*20*2.5PurlinPA43 1S355JRCFLC125*50*20*2.5PurlinPA44 1S355JRCFLC125*50*20*2.5PurlinPA45 1S355JRCFLC125*50*20*2.5PurlinPA46 1S355JRCFLC125*50*20*2.5PurlinPA47 3S355JRCFLC125*50*20*2.5PurlinPA48 3S355JRCFLC125*50*20*2.5PurlinPA49 1S355JRCFLC125*50*20*2.5PurlinPA50 1S355JRCFLC125*50*20*2.5PurlinPA51 1S355JRCFLC125*50*20*2.5PurlinPA52 1S355JRCFLC125*50*20*2.5PurlinPA53 1S355JRCFLC125*50*20*2.5PurlinPA54 1S355JRCFLC125*50*20*2.5PurlinPA55 1S355JRCFLC125*50*20*2.5PurlinPA56 5S355JRCFLC125*50*20*2.5PurlinPA57 1S355JRCFLC125*50*20*2.5PurlinPA58 1S355JRCFLC125*50*20*2.5PurlinPA59 1S355JRCFLC125*50*20*2.5PurlinPA60 1S355JRCFLC125*50*20*2.5PurlinPA61 1S355JRCFLC125*50*20*2.5PurlinPA62 1S355JRCFLC125*50*20*2.5PurlinPA63 1S355JRCFLC125*50*20*2.5PurlinPA64 1S355JRCFLC125*50*20*2.5PurlinPA65 1S355JRCFLC125*50*20*2.5PurlinPA66 5S355JRCFLC125*50*20*2.5PurlinPA67 1S355JRCFLC125*50*20*2.5PurlinPA68 1S355JRCFLC125*50*20*2.5PurlinPA69 1S355JRCFLC125*50*20*2.5PurlinPA70 1S355JRCFLC125*50*20*2.5PurlinPA71 1S355JRCFLC125*50*20*2.5PurlinPA72 1S355JRCFLC125*50*20*2.5PurlinPA73 1S355JRCFLC125*50*20*2.5PurlinPA74 1S355JRCFLC125*50*20*2.5PurlinPA75 1S355JRCFLC125*50*20*2.5PurlinPA76 4S355JRCFLC125*50*20*2.5PurlinPA77 4S355JRCFLC125*50*20*2.5PurlinPA78 4S355JRCFLC125*50*20*2.5PurlinPA79 1S355JRCFLC125*50*20*2.5PurlinPA80 3S355JRCFLC125*50*20*2.5PurlinPA81 1S355JRCFLC125*50*20*2.5PurlinPA82 4S355JRCFLC125*50*20*2.5PurlinPA83 3S355JRCFLC125*50*20*2.5PurlinPA84 1S355JRCFLC125*50*20*2.5PurlinPA85 1S355JRCFLC125*50*20*2.5PurlinPA86 1S355JRCFLC125*50*20*2.5PurlinPA87 1S355JRCFLC125*50*20*2.5PurlinPA88 1S355JRCFLC125*50*20*2.5PurlinPA89 1S355JRCFLC125*50*20*2.5PurlinPA90 2S355JRCFLC125*50*20*2.5PurlinPA91 1S355JRCFLC125*50*20*2.5PurlinPA92 3S355JRCFLC125*50*20*2.5PurlinPA93 1S355JRCFLC125*50*20*2.5PurlinPA94 1S355JRCFLC125*50*20*2.5PurlinPA95 1S355JRCFLC125*50*20*2.5PurlinPA96 1S355JRCFLC125*50*20*2.5PurlinPA97 1S355JRCFLC125*50*20*2.5PurlinPA98 1S355JRCFLC125*50*20*2.5PurlinPA99 1S355JRCFLC125*50*20*2.5PurlinPA100 1S355JRCFLC125*50*20*2.5PurlinPA101 1S355JRCFLC125*50*20*2.5PurlinPA102 1S355JRCFLC125*50*20*2.5PurlinPA103 1S355JRCFLC125*50*20*2.5PurlinPA104 1S355JRCFLC125*50*20*2.5PurlinPA105 1S355JRCFLC125*50*20*2.5PurlinPA106 1S355JRCFLC125*50*20*2.5PurlinPA107 1S355JRCFLC125*50*20*2.5PurlinPA108 1S355JRCFLC125*50*20*2.5PurlinPA109 1S355JRCFLC125*50*20*2.5PurlinPA110 1S355JRCFLC125*50*20*2.5PurlinPA111 1S355JRCFLC125*50*20*2.5PurlinPA112 1S355JRCFLC125*50*20*2.5PurlinPA113 1S355JRCFLC125*50*20*2.5PurlinPA114 1S355JRCFLC125*50*20*2.5PurlinPA115 1S355JRCFLC125*50*20*2.5PurlinPA116 1S355JRCFLC125*50*20*2.5PurlinPA117 1S355JRCFLC125*50*20*2.5PurlinPA118 1S355JRCFLC125*50*20*2.5PurlinMark Main part profile Grade Qty.Assembly Name

Prepared using Tekla Structures® (www.tekla.com)

+1516455+1516030+1515387

+1513310+1512800

+1509570

+1508040

+1506850

D

Grid 5EFG ABC

+1516455+1516030+1515387

+1513310+1512800

+1509570

+1508040

+1506850

D

Grid 7EFG ABC

+1516455+1516030+1515387

+1513310+1512800

+1509570

+1508040

+1506850

D

Grid 8EFG

Detail C

ABC

+1516455+1516030+1515387

+1513310+1512800

+1509570

+1508040

+1506850

D

Grid 4EFG ABC

A

A

A

B

C

D

E

F

G

Standard rendered

1110987654321

+1506850

+1508040

+1509570

+1512800

+1513310

+1515387

+1516030

+1516455

A-A

32

G FG F

CC

4

EE

B

B

+1516455

+1516030

BDetail C

+1516030

8

B - B C - C

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

36000

6000 6000

BR11 BR24

9605

6000

643

425

BR19BR21

BR12

BR20

5 27

0

1190

1530

3230

510

2077 BR16

RA32

BA3

RA20

CA14

BR17

BR15

5 69

5

BA2

CA17

BR14 +1513735

6000

RA24BR11

BR13 BR17

6000 6000

BR23

BR22

BR15

5 69

5

BA2CA17

BR14

BR19

RA25BR25

BR13

BR12

5 27

0

BA3

RA32

RA21

CA14BR19

BR16

BR18

36000

6000 6000

CA12

8 53

7 9 60

5

9 18

0

9605

6000 6000

2077

643

RA12

CA13

6 46

0

1530

3230

510

RA32RA31

CA14

1190

425

RA17RA14

CA10

RA7

CA11

BR3

BR4BR5

BR7

BR1

BR6

BR2

BR9

+1516455

+1516030

8 53

7

9 18

0

9 60

5

9 60

56000 6000

RA17

BR6

RA6BR1

BR2 BR5

BR10

RA11

CA11BR4BR3 BR8

6 46

0

RA31

RA32

CA14

RA14CA10CA10

36000

6000 6000

9 60

5

9 18

0

8 53

79605

6000 6000

2077 CA13

CA10

6 46

0

1190

1530

3230

510

RA32RA31

CA14

643

425

RA17RA14

RA6

RA11 CA11

8 53

7

9 18

0

9 60

5

9 60

5

6000 6000

RA12

RA17

RA7

CA11

CA12

6 46

0

RA31

RA32

CA14

RA14CA10

CA10

36000

6000 6000

CA18

9605

6000

2077

BA4RA22

5 27

0

1190

1530

3230

510

BA3

RA32CA14

643

425

5 69

5

BA2BA6 CA5

+1513735

6000

BA1

RA4RA23

6000 6000

RA22

5 69

5

BA4 BA2BA7

CA4

RA23RA3

5 27

0

BA3

RA32

CA14

3600

0

6000

6000

6000

6000

6000

6000

CB1

CA14

CA7

CA14

CA8

CA15

CA14

CA14

52700

6000

CA14 CA14 CA14 CA14

RA3

2

RA3

3RA32

RA3

2

RA3

2

RA3

2

RA3

2

RA3

2

RA18

RA10

RA19

6000

CA12

CA11 CA2CA16

BR11

BR12

BR11

BR15

BR16

BR13

BR14

BR16

BR15

BR14

BR12

BR13

RA26RA28RA32

CA17

RA32 RA28 RA27

RA32 RA29 RA4

RA3

0

RA32 RA34

CA16

BR19RA2

2

RA2

0

BA6

BR17

BR20

BR21

BA1

CA5

RA2

3R

A23

BR24

BR17RA2

4

BR23

BR25

RA2

5

6000

RA32

RA32 RA30RA3

RA2

9

60002000

RA3

3

CA14

RA3

2

CA17

RA2

1

RA2

2

CA4BA7

BR22

BR19

BR18

BR19

6000

CA14 CA14

RA3

2

RA3

2

CA11CA17

BR4

BR1

BR2

RA9

CA10

RA2

1

BR18

BR19

BR22

BR19

CA14

CA13

RA1

7R

A31

RA1

4

BR5

BR7

BR3

RA1

2

BR25

BR23

RA2

5

BR17

RA2

4

BR24

RA7

BR6

BR2BR9

BR1

BR5

BR10

RA6

RA1

6

CA14

CA13

RA1

7R

A31

RA1

4

RA5

CA10

BR8

BR6

RA1

1

CA10

RA1

3

RA8

CA11

BR5

BR10

RA6

CA12

BR6

BR9

RA7

CA3

RA2

CA1

RA1

6000

CA14

CA11

CA10

BR3

RA2

0

CA17BR21

BR20

BR17

BR19

BR4BR8

BR6

RA1

1

CA10

RA1

4R

A17R

A31

6000

CA14

RA3

2

RA3

2

CA10 CA10

RA3

6

BR7

BR5

RA1

2

CA10

RA1

4R

A31

RA5

RA1

7

RA1

3

6000

CA14

RA3

2

RA17

CA10

RA35

RA35

RA1

6

CA9

CA10

RA17

2700

CA10

CA6

RA3

6

RA17

5 69

5

16 971

PA1

RA27

PA67

RD6

RD6

RA32

PG13

PA52

RA33

PG3

PA50

5 27

0

PA58

PA43

PA3

PA42

PA5

RA30

CL1

RA29

PA53

PA59

PA60

PA34

PA41

PA116

PA117PA61

PA62

PA63

PA4

CA7

BA5

BA6

RA4

1 19

01

530

3 23

051

02

077

643

425

459

+1513735

BA1

PA83

BA2

RA23

BA4

PA31RA22

CA5

4 ø 18 - M16x50 8.8XOX

4 ø 18 - M16x50 8.8XOX

CA1

0

RA14

RA12

PA97

PA101

7315

1

30 86 30

4 ø 18 - M16x50 8.8XOX

4035

540

2486

24

4 ø 18 - M16x50 8.8XOX

http://www.tekla.com)
Page 6: Previouse Projects

Tekl

a st

ruct

ures

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

20.01.201510 Issued for Approval

A1 1S355JRPL4*50CleatBA1 1S355JRI254*146*31BeamBA2 6S355JRI203*133*25BeamBA3 6S355JRI203*133*25BeamBA4 2S355JRI203*133*25BeamBA5 2S355JRI203*133*25BeamBA6 1S355JRI203*133*25BeamBA7 1S355JRI203*133*25BeamCA1 1S355JRI254*146*31ColumnCA2 1S355JRI254*146*31ColumnCA3 1S355JRI254*146*31ColumnCA4 1S355JRI254*146*31ColumnCA5 1S355JRI254*146*31ColumnCA6 1S355JRTI127*146*16ColumnCA7 1S355JRTI152*165*23ColumnCA8 1S355JRTI152*165*23ColumnCA9 1S355JRTI127*146*16ColumnCA10 11S355JRI254*146*31ColumnCA11 4S355JRI254*146*31ColumnCA12 2S355JRI254*146*31ColumnCA13 2S355JRI254*146*31ColumnCA14 16S355JRI254*146*31ColumnCA15 1S355JRI254*146*31ColumnCA16 2S355JRI254*146*31ColumnCA17 4S355JRI254*146*31ColumnCA18 1S355JRPC180*70ColumnCA19 1S355JRSHS100*100*6.0ColumnCA20 1S355JRSHS100*100*6.0ColumnCL1 2S355JRL150*150*10CleatCL2 20S355JRL100*100*8CleatCL3 12S355JRL70*70*6CleatPG1 1S355JRCFLC225*75*20*2.5PurlinGutterPG2 1S355JRCFLC225*75*20*2.5PurlinGutterPG3 1S355JRCFLC225*75*20*2.5PurlinGutterPG4 1S355JRCFLC225*75*20*2.5PurlinGutterPG5 1S355JRCFLC225*75*20*2.5PurlinGutterPG6 1S355JRCFLC225*75*20*2.5PurlinGutterPG7 1S355JRCFLC225*75*20*2.5PurlinGutterPG8 1S355JRCFLC225*75*20*2.5PurlinGutterPG9 1S355JRCFLC225*75*20*2.5PurlinGutterPG10 1S355JRCFLC225*75*20*2.5PurlinGutterPG11 1S355JRCFLC225*75*20*2.5PurlinGutterPG12 1S355JRCFLC225*75*20*2.5PurlinGutterPG13 1S355JRCFLC225*75*20*2.5PurlinGutterPG14 1S355JRCFLC225*75*20*2.5PurlinGutterPG15 1S355JRCFLC225*75*20*2.5PurlinGutterPL1 2S355JRPLT8*146PlatePL2 2S355JRPLT8*263.8PlatePL3 6S355JRPLT8*263.6PlatePL4 2S355JRPLT8*274.6PlatePL5 2S355JRPLT8*271.7PlatePL6 4S355JRPLT8*263.6PlatePL7 2S355JRPLT8*273.9PlatePL8 2S355JRPLT8*272.5PlatePL9 1S355JRPLT8*211.9PlateRA1 1S355JRI254*146*31RafterRA2 1S355JRI254*146*31RafterRA3 1S355JRI305*165*46RafterRA4 1S355JRI305*165*46RafterRA5 2S355JRI254*146*31RafterRA6 2S355JRI254*146*31RafterRA7 2S355JRI254*146*31RafterRA8 1S355JRI254*146*31RafterRA9 1S355JRI254*146*31RafterRA10 1S355JRI254*146*31RafterRA11 2S355JRI254*146*31RafterRA12 2S355JRI254*146*31RafterRA13 2S355JRI254*146*31RafterRA14 4S355JRI254*146*31RafterRA16 2S355JRI254*146*31RafterRA17 7S355JRI254*146*31RafterRA18 1S355JRI305*165*41RafterRA19 1S355JRI305*165*41RafterRA20 2S355JRI254*146*31RafterRA21 2S355JRI254*146*31RafterRA22 2S355JRI254*146*31RafterRA23 2S355JRI254*146*31RafterRA24 2S355JRI254*146*31RafterRA25 2S355JRI254*146*31RafterRA26 1S355JRI254*146*31RafterRA27 1S355JRI254*146*31RafterRA28 2S355JRI254*146*31RafterRA29 2S355JRI254*146*31RafterRA30 2S355JRI254*146*31RafterRA31 4S355JRI254*146*31RafterRA32 19S355JRI254*146*31RafterRA33 2S355JRI254*146*31RafterRA34 1S355JRI305*165*41RafterRA35 2S355JRI254*146*31RafterRA36 2S355JRI254*146*31RafterSA1 4S355JRL40*40*5Sag AngleSA2 4S355JRL40*40*5Sag AngleSA3 4S355JRL40*40*5Sag AngleSA4 4S355JRL40*40*5Sag AngleSA5 1S355JRL40*40*3Sag AngleSA6 1S355JRL40*40*3Sag AngleSA7 2S355JRL40*40*5Sag AngleSA8 2S355JRL40*40*5Sag AngleSA9 9S355JRL40*40*5Sag AngleSA10 5S355JRL40*40*5Sag AngleSA11 14S355JRL40*40*5Sag AngleSA12 14S355JRL40*40*5Sag AngleSA13 80S355JRL40*40*5Sag AngleSA14 6S355JRL40*40*5Sag AngleSA15 1S355JRL40*40*5Sag AngleSA16 5S355JRL40*40*5Sag AngleSA17 3S355JRL40*40*5Sag AngleSA18 1S355JRL40*40*5Sag AngleSA19 1S355JRL40*40*5Sag AngleSA20 4S355JRL40*40*3Sag AngleSA21 4S355JRL40*40*3Sag AngleSA22 2S355JRL40*40*3Sag AngleSA23 2S355JRL40*40*3Sag AngleSA24 4S355JRL40*40*3Sag AngleSA25 32S355JRL40*40*3Sag AngleSA26 4S355JRL40*40*3Sag AngleSA27 3S355JRL40*40*3Sag AngleSA28 1S355JRL40*40*3Sag AngleSA29 1S355JRL40*40*3Sag AngleSA30 1S355JRL40*40*3Sag AngleSA31 2S355JRL40*40*3Sag AngleSA32 2S355JRL40*40*3Sag AngleSA33 2S355JRL40*40*3Sag AngleSA34 4S355JRL40*40*3Sag AngleSA35 2S355JRL40*40*3Sag AngleSA36 2S355JRL40*40*3Sag AngleSA37 1S355JRL40*40*3Sag AngleSA38 1S355JRL40*40*3Sag AngleST17 3S355JRPL10*220StringerST21 1S355JRPL10*230StringerST27 1S355JRPL10*220StringerST28 1S355JRPL10*220StringerST35 1S355JRPL10*220StringerST36 1S355JRPL10*220StringerST37 1S355JRPL10*220StringerST38 1S355JRPL10*220StringerVT1 1S355JRZ1000*60*6VASTRAPVT2 8S355JRZ300*60*6VASTRAPVT3 1S355JRPL6*998VASTRAPVT5 1S355JRL440*33*6VASTRAPVT6 5S355JRZ300*60*6VASTRAPMark Main part profile Grade Qty.Assembly Name

JPM_Route_21_Steel_Stairs_Rev_2_120515 0G [6]

20.01.201519.12.2014Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:50 1:10

PROJECT NUMBER

P00705 A0 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

BR1 2S355JRL70*70*6BracingBR2 2S355JRL70*70*6BracingBR3 2S355JRL70*70*6BracingBR4 2S355JRL70*70*6BracingBR5 4S355JRL70*70*6BracingBR6 4S355JRL70*70*6BracingBR7 2S355JRL70*70*6BracingBR8 2S355JRL70*70*6BracingBR9 2S355JRL70*70*6BracingBR10 2S355JRL70*70*6BracingBR11 2S355JRL70*70*6BracingBR12 2S355JRL70*70*6BracingBR13 2S355JRL70*70*6BracingBR14 2S355JRL70*70*6BracingBR15 2S355JRL70*70*6BracingBR16 2S355JRL70*70*6BracingBR17 4S355JRL70*70*6BracingBR18 2S355JRL70*70*6BracingBR19 6S355JRL70*70*6BracingBR20 2S355JRL70*70*6BracingBR21 2S355JRL70*70*6BracingBR22 2S355JRL70*70*6BracingBR23 2S355JRL70*70*6BracingBR24 2S355JRL70*70*6BracingBR25 2S355JRL70*70*6BracingBR26 2S355JRL50*50*5BracingBR27 1S355JRL50*50*5BracingPA1 1S355JRCFLC125*50*20*2.5PurlinPA2 1S355JRCFLC125*50*20*2.5PurlinPA3 1S355JRCFLC125*50*20*2.5PurlinPA4 1S355JRCFLC125*50*20*2.5PurlinPA5 1S355JRCFLC125*50*20*2.5PurlinPA6 1S355JRCFLC125*50*20*2.5PurlinPA7 1S355JRCFLC125*50*20*2.5PurlinPA8 1S355JRCFLC125*50*20*2.5PurlinPA9 1S355JRCFLC125*50*20*2.5PurlinPA10 1S355JRCFLC125*50*20*2.5PurlinPA11 1S355JRCFLC125*50*20*2.5PurlinPA12 1S355JRCFLC125*50*20*2.5PurlinPA13 1S355JRCFLC125*50*20*2.5PurlinPA14 3S355JRCFLC125*50*20*2.5PurlinPA15 3S355JRCFLC125*50*20*2.5PurlinPA16 1S355JRCFLC125*50*20*2.5PurlinPA17 1S355JRCFLC125*50*20*2.5PurlinPA18 2S355JRCFLC125*50*20*2.5PurlinPA19 2S355JRCFLC125*50*20*2.5PurlinPA20 1S355JRCFLC125*50*20*2.5PurlinPA21 1S355JRCFLC125*50*20*2.5PurlinPA22 1S355JRCFLC125*50*20*2.5PurlinPA23 1S355JRCFLC125*50*20*2.5PurlinPA24 1S355JRCFLC125*50*20*2.5PurlinPA25 1S355JRCFLC125*50*20*2.5PurlinPA26 1S355JRCFLC125*50*20*2.5PurlinPA27 1S355JRCFLC125*50*20*2.5PurlinPA28 6S355JRCFLC125*50*20*2.5PurlinPA29 6S355JRCFLC125*50*20*2.5PurlinPA30 1S355JRCFLC125*50*20*2.5PurlinPA31 1S355JRCFLC125*50*20*2.5PurlinPA32 1S355JRCFLC125*50*20*2.5PurlinPA33 1S355JRCFLC125*50*20*2.5PurlinPA34 1S355JRCFLC125*50*20*2.5PurlinPA35 1S355JRCFLC125*50*20*2.5PurlinPA36 1S355JRCFLC125*50*20*2.5PurlinPA37 1S355JRCFLC125*50*20*2.5PurlinPA38 1S355JRCFLC125*50*20*2.5PurlinPA39 1S355JRCFLC125*50*20*2.5PurlinPA40 1S355JRCFLC125*50*20*2.5PurlinPA41 1S355JRCFLC125*50*20*2.5PurlinPA42 1S355JRCFLC125*50*20*2.5PurlinPA43 1S355JRCFLC125*50*20*2.5PurlinPA44 1S355JRCFLC125*50*20*2.5PurlinPA45 1S355JRCFLC125*50*20*2.5PurlinPA46 1S355JRCFLC125*50*20*2.5PurlinPA47 3S355JRCFLC125*50*20*2.5PurlinPA48 3S355JRCFLC125*50*20*2.5PurlinPA49 1S355JRCFLC125*50*20*2.5PurlinPA50 1S355JRCFLC125*50*20*2.5PurlinPA51 1S355JRCFLC125*50*20*2.5PurlinPA52 1S355JRCFLC125*50*20*2.5PurlinPA53 1S355JRCFLC125*50*20*2.5PurlinPA54 1S355JRCFLC125*50*20*2.5PurlinPA55 1S355JRCFLC125*50*20*2.5PurlinPA56 5S355JRCFLC125*50*20*2.5PurlinPA57 1S355JRCFLC125*50*20*2.5PurlinPA58 1S355JRCFLC125*50*20*2.5PurlinPA59 1S355JRCFLC125*50*20*2.5PurlinPA60 1S355JRCFLC125*50*20*2.5PurlinPA61 1S355JRCFLC125*50*20*2.5PurlinPA62 1S355JRCFLC125*50*20*2.5PurlinPA63 1S355JRCFLC125*50*20*2.5PurlinPA64 1S355JRCFLC125*50*20*2.5PurlinPA65 1S355JRCFLC125*50*20*2.5PurlinPA66 5S355JRCFLC125*50*20*2.5PurlinPA67 1S355JRCFLC125*50*20*2.5PurlinPA68 1S355JRCFLC125*50*20*2.5PurlinPA69 1S355JRCFLC125*50*20*2.5PurlinPA70 1S355JRCFLC125*50*20*2.5PurlinPA71 1S355JRCFLC125*50*20*2.5PurlinPA72 1S355JRCFLC125*50*20*2.5PurlinPA73 1S355JRCFLC125*50*20*2.5PurlinPA74 1S355JRCFLC125*50*20*2.5PurlinPA75 1S355JRCFLC125*50*20*2.5PurlinPA76 4S355JRCFLC125*50*20*2.5PurlinPA77 4S355JRCFLC125*50*20*2.5PurlinPA78 4S355JRCFLC125*50*20*2.5PurlinPA79 1S355JRCFLC125*50*20*2.5PurlinPA80 3S355JRCFLC125*50*20*2.5PurlinPA81 1S355JRCFLC125*50*20*2.5PurlinPA82 4S355JRCFLC125*50*20*2.5PurlinPA83 3S355JRCFLC125*50*20*2.5PurlinPA84 1S355JRCFLC125*50*20*2.5PurlinPA85 1S355JRCFLC125*50*20*2.5PurlinPA86 1S355JRCFLC125*50*20*2.5PurlinPA87 1S355JRCFLC125*50*20*2.5PurlinPA88 1S355JRCFLC125*50*20*2.5PurlinPA89 1S355JRCFLC125*50*20*2.5PurlinPA90 2S355JRCFLC125*50*20*2.5PurlinPA91 1S355JRCFLC125*50*20*2.5PurlinPA92 3S355JRCFLC125*50*20*2.5PurlinPA93 1S355JRCFLC125*50*20*2.5PurlinPA94 1S355JRCFLC125*50*20*2.5PurlinPA95 1S355JRCFLC125*50*20*2.5PurlinPA96 1S355JRCFLC125*50*20*2.5PurlinPA97 1S355JRCFLC125*50*20*2.5PurlinPA98 1S355JRCFLC125*50*20*2.5PurlinPA99 1S355JRCFLC125*50*20*2.5PurlinPA100 1S355JRCFLC125*50*20*2.5PurlinPA101 1S355JRCFLC125*50*20*2.5PurlinPA102 1S355JRCFLC125*50*20*2.5PurlinPA103 1S355JRCFLC125*50*20*2.5PurlinPA104 1S355JRCFLC125*50*20*2.5PurlinPA105 1S355JRCFLC125*50*20*2.5PurlinPA106 1S355JRCFLC125*50*20*2.5PurlinPA107 1S355JRCFLC125*50*20*2.5PurlinPA108 1S355JRCFLC125*50*20*2.5PurlinPA109 1S355JRCFLC125*50*20*2.5PurlinPA110 1S355JRCFLC125*50*20*2.5PurlinPA111 1S355JRCFLC125*50*20*2.5PurlinPA112 1S355JRCFLC125*50*20*2.5PurlinPA113 1S355JRCFLC125*50*20*2.5PurlinPA114 1S355JRCFLC125*50*20*2.5PurlinPA115 1S355JRCFLC125*50*20*2.5PurlinPA116 1S355JRCFLC125*50*20*2.5PurlinPA117 1S355JRCFLC125*50*20*2.5PurlinPA118 1S355JRCFLC125*50*20*2.5PurlinMark Main part profile Grade Qty.Assembly Name

Prepared using Tekla Structures® (www.tekla.com)

A

B

C

D

E

F

G

1110987654321

Standard rendered

A

A

+1516455

+1516030

+1515387

Grid 9F DE BC

+1516455

+1516030

+1515387

+1513310

+1512800

Grid 8

Detail C

FGDetail D DE C AB

+1516455

+1516030

+1515387

A - A

9EE 10FF

+1515387

+1516030

+1516455

Detail C

+1513310

Detail D

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

36 0

00

6 00

06

000

6 00

06

000

6 00

06

000

SA11

SA11

SA11

SA11

SA11

PA67 PA82

PA33PA50 SA10

SA10

SA10

SA10

SA10

52 700

6 000

SA13

SA36SA

13

SA13

SA13

PA82

PA82

PA78

PA32

PA82

PA90

PA78

PA78

PA78

SA13SA7 SA8SA2

SA13SA1

SA13

SA2

SA2

SA1

PA69

PA59SA16

SA13

SA4PA4

PA61

PA63

PA53

PA52 PA

62

PA28

SA12SA11SA9

SA11 SA12SA9

PA28

SA13

SA3

SA13

PA5

SA13 SA13

PA28

PA28

SA13

SA12

SA13

PA117

PA116

SA5 SA13

SA18

SA6

PA41

PA34

PA60

SA16

SA4

SA13 SA13

PA28

PA27

PA28

PA31

PA42

PA3

PA43

PA26

PA1

SA16

SA13

PA29

PA74

PA75

SA11 SA12SA9

PA29 SA13SA13

PA29

PA29

PA6

PA64

SA11SA9 SA12

PA55

PA54

PA65

SA4

SA13SA13

SA3

PA7

SA16

SA3

SA4

SA3

SA13SA13

PA24

PA29

PA29

PA25

PA30

SA38SA13

SA19

SA37

PA39

PA45

PA2

PA46

PA44

PA35

PA71

SA13

SA13

PA77

PA77

PA77

SA13

SA12

SA13

SA13

SA13

SA12

SA13

SA13

SA13

SA13

PA83

PA83

SA13

SA13

PA58

SA13

SA13

PA84

SA13

SA13

SA13

SA13

SA13

SA13

SA13

PA66

PA66

PA66

SA13

SA12

SA13

SA13

SA13

SA13

SA13

PA48

PA48

PA36

PA66

PA66

PA80 PA47

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SA13SA1

SA13

PA83

PA80

PA80

SA14

SA17

SA14

PA85

PA81

SA13

SA13

PA79

SA17

SA14

SA14

SA13

SA13

SA13

SA13

SA13

SA13

SA13

SA13

SA13

SA13

SA13

SA13

PA70

SA8 SA7

SA13SA1

PA40

PA37

PA38

SA14

SA17

SA14

PA47PA48

SA13

SA13

PA47

SA13

SA13

SA13

SA13

SA13

PA56

PA56

PA56

PA56

PA56

6 0006 000

PA57PA68

PA51

2 000 6 000

SA11

SA9

SA13

SA12

PA49

PA118

6 000

SA11

SA11

SA13

SA12

PA76

PA77

PA76

PA73

PA76

SA9

SA13

SA12

SA9

SA11

SA9

SA12

SA13

SA21

SA25SA20

SA25

SA25

SA21SA20

SA25

SA34

PA92

PA92

PA93

PA94

PA96

SA12

SA28

SA15

SA25

SA24

SA36

SA35

PA19

PA103

SA25

SA25

SA25

PA19

SA25

SA25

PA16

PA15

PA15

PA10

PA104

SA24

SA25

SA30

PA21

PA22

PA9

SA25

SA25SA32

SA22

SA25

SA25

SA25

SA25

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0PA99

PA105

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0

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PA14

SA20SA25

SA21

SA31

SA26

SA26

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SA25

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PA14

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PA14

PA12

SA25

PA90

SA25

SA25

PA18

SA25

SA24S

A35

PA18

PA17

PA97PA101

SA22SA

25 SA20

SA31

SA26

SA26

SA25

SA25

SA23

PA88

PA89

PA87

SA32 SA25

SA23

PA98 PA

102 PA

106

SA29

SA25

SA25

SA24

SA25

SA25

PA91

PA114

PA115

PA20

PA23

SA33 SA34SA27

PA11

1

PA11

2

PA10

9 PA86

PA10

8

SA34SA27SA33

PA10

7

PA11

3

PA8

6 000

SA11

SA16

SA12

PA95

PA92

6 000 6 000

SA27

SA34

SA9

2 700

24 000

6 0006 000

1 06

8

643

425

CA1

0

RA13

RA16

2 73

0

1 47

3

6 000

CA1

CA3

RA8RA18

RA9

RA2

6 000

RA13

RA1

1 47

3

CA2

RA1

0

RA19

CA1

0

RA36

36 000

6 0006 000

3 600 2 400

2 07

735

229

1

425

6 000

352

1 72

5

3 65

5

510

2 07

764

3

CA1

4

RA31

RA32

CA1

0

CA1

3 RA14

RA17

3 01

2

1 52

4

3 01

2

6 000

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2

CA1

1

RA6

RA11

352

73

6 000

1 40

4

CA1

1

RA12

RA7

2 400 3 600

2033

229

1

6 000

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4

CA1

0

CA1

0

RA32

RA31

RA14

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1 54

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RA2

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CA3

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105

771

439

RA14

CA1

3

PA92

RA17PA93

PA94

PG15102

RA32

PA33

PG5

http://www.tekla.com)
Page 7: Previouse Projects

Tekl

a st

ruct

ures

Prepared using Tekla Structures® (www.tekla.com)

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_Route_21_Steel_Stairs_Rev_2_120515 G [7]

01.04.2015Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:50 1:10

PROJECT NUMBER

P00705 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

5

6

E

D

C

3D

A A

5 6

E

D

C

PLAN

BB

+1509570

5 6

+1506850

+1508040

A - A

5

E

B - B

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

12 0

00

6 00

0

6 000

6 00

0

6 000

6 000

3 16

0

424 150

http://www.tekla.com)
Page 8: Previouse Projects

Tekl

a st

ruct

ures

Prepared using Tekla Structures® (www.tekla.com)

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_Route_21_Steel_Stairs_Rev_2_120515 G [8]

01.04.2015Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:150 1:100

PROJECT NUMBER

P00705 A0 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

C

C

BB

A A

Plan +1508040

D

D

Standard rendered

+1516030+1516455

+1515387

+1506850

+1508040

+1509570

+1512800+1513310

A - A

2 3 4 5 6 7 8 9 10 11

+1506850

+1508040

+1509570

+1512800+1513310

B - B

91011 78 456 123

+1506850

+1508040

+1509570

+1512800+1513310

C - CA CB GFED

+1516455

+1506850

+1508040

+1509570

+1512800+1513310

+1515387+1516030

D - DF E D C B

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

RD6 CHS102*3.0

RD5 CHS102*3.0

RD6 CHS102*3.0

RD6 CHS102*3.0

RD7 CHS102*3.0

RD7 CHS102*3.0

RD7 CHS102*3.0

RD22 CHS102*3.0 RD3 CHS102*3.0RD21 CHS102*3.0RD3 CHS102*3.0 RD4 CHS102*3.0

RD9 CHS102*3.0 RD11 CHS102*3.0RD10 CHS102*3.0RD7 CHS102*3.0 RD8 CHS102*3.0

RD17 CHS102*3.0

RD20 CHS102*3.0

RD14 CHS102*3.0

RD19 CHS102*3.0

RD15 CHS102*3.0

RD18 CHS102*3.0

RD18 CHS102*3.0

RD13 CHS102*3.0RD12 CHS102*3.0

RD16 CHS102*3.0

RD12 CHS102*3.0

RD13 CHS102*3.0

RD16 CHS102*3.0

RD7 CHS102*3.0

RD7 CHS102*3.0

RD20 CHS102*3.0

RD14 CHS102*3.0

RD19 CHS102*3.0

RD15 CHS102*3.0

RD17 CHS102*3.0

RD7 CHS102*3.0

RD7 CHS102*3.0

RD22 CHS102*3.0

RD18 CHS102*3.0

RD18 CHS102*3.0

RD6 CHS102*3.0

RD6 CHS102*3.0

RD6 CHS102*3.0

RD9 CHS102*3.0

RD8 CHS102*3.0

RD10 CHS102*3.0

RD11 CHS102*3.0

RD21 CHS102*3.0RD3 CHS102*3.0

RD5 CHS102*3.0

RD4 CHS102*3.0

RD3 CHS102*3.0

5 84

0

5 77

1

2 55

6

285

848

2 54

6

RD6RD6 RD22

6 12

2

5 92

3

RD3 RD21

8 52

9

6 76

5

6 48

3

5 92

3

RD3RD4 RD5

RD14

9 30

4

9 21

7

8 22

6RD20

RD15RD19

6 0004 7502 455 245 6 000

547

983

3 23

014

496

680

850

3 23

015

495

RD18RD18 RD17

1 250 6 000

429

1 77

52

556

409

3 72

262

9

2 12

12

556

RD12RD13

RD16

6 0006 000

2 55

6

2 13

12

556

2 55

6

RD10

2 17

2

RD11

6 000 1 09

42

300

RD9

2 55

6

6 000

2 55

61

005

2 38

9

RD8

946

2 44

8

285 1 715

RD7RD7

545

36 000

6 0006 000

5 67

2

RD7

5 67

2

RD7RD7

6 000 6 000

5 77

1

6 000

RD7

6 46

0

1 19

01

530

3 23

051

0

6 000

5 77

1

RD6RD6

RD6

24 000

6 000

9 21

7

8 22

6

9 60

5

3 23

0

6 000

1 19

01

530

RD15RD19

510

2 07

764

342

5

6 000

7 46

8

6 000

RD18

RD18

http://www.tekla.com)
Page 9: Previouse Projects

Tekl

a st

ruct

ures

22.04.201512 Small Stairs Added

Prepared using Tekla Structures® (www.tekla.com)

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_Route_21_Steel_Stairs_Rev_2_120515 2G [9]

22.04.201523.04.2015Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:20 1:15

PROJECT NUMBER

P00705 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

7

View_06 (Component perspective view)

7

View_04 (Component top view)

7

+1512800

+1513310

View_03 (Component front view)

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

ST21

ST27

VT2

VT2

VT2

VT2

VT2

VT2

VT2

VT2

HA1

8

ST28VT1

HA1

7

2 897

2ø18 - M16 HILTI_HASMSite Bolts

HA18

VT2 VT2

150Anchor Bolts

850

Anch

or B

olts

2ø18 - M16 HILTI_HASMSite Bolts

VT2 VT2 HA17

ST28

ST27

VT1

VT2VT2 VT2 VT2

1 00

0

1 63

0

259 997

181

181

181

181

259 259 259 259

181

181

181

181

181

259 259 259

http://www.tekla.com)
Page 10: Previouse Projects

Tekl

a st

ruct

ures

18.05.201513 DoubleDoorStairs Amended

Prepared using Tekla Structures® (www.tekla.com)

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_Route_21_Steel_Stairs_Rev_2_120515 3G [10]

18.05.201512.05.2015Issued

Revised

JPMNew Warehouse & Offices

Steel Roof0

J.L

1:25 1:10

PROJECT NUMBER

P00705 A2 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A2

DRAWING NUMBER

TS Model :

MK.

Detail B

+1508040

+1506850

6

SECTION

Detail A

G

PLAN

6

Detail A

G

3D VIEW

6

Detail B

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

.

3 507

ST37

150403

290

1 19

1

150

CA19

ST35

3075

7530

75 75

4 ø 18 - M16x10 10.9XOX

ST37

ST35

CA19

230 1 910

ST37

1 010

VT6

VT6

VT6

VT6

VT6

230 57546

28

230

ST35

HA21

CA20

CA19

BR26 VT3

BR26

PL9

ST36

VT6

VT6

ST38

VT3

VT6

CW33

VT6VT6

CA19CA20

ST37

ST35

273 273 273

191

191

191

VT6

VT6VT6

VT6

2 ø 18 - M16x45 4.8XOX

http://www.tekla.com)
Page 11: Previouse Projects

Tekl

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ures

A40 12S355JRL125*75*8TRUSSA41 2S355JRL125*75*8TRUSSBR1 1S355JRL70*70*6BRACEBR2 1S355JRL70*70*6BRACEBR3 2S355JRL70*70*6BRACEBR4 1S355JRL70*70*6BRACEBR5 2S355JRL70*70*6BRACEBR6 2S355JRL70*70*6BRACEBR7 2S355JRL70*70*6BRACEBR8 2S355JRL70*70*6BRACEBR9 1S355JRL70*70*6BRACEBR10 1S355JRL70*70*6BRACECL1 2S355JRL125*75*8CLEATCL2 1S355JRL125*75*8CLEATCL3 4S355JRL125*75*8CLEATCL5 1S355JRL125*75*8CLEATCL6 2S355JRL50*50*5CLEATFR1 1S355JRL50*50*5False RafterGUA1 1S355JRPLT3*680.1GutterGUA2 1S355JRPLT3*680.1GutterGUA3 1S355JRPLT3*680.1GutterGUA4 1S355JRPLT3*680.1GutterKS1 39S355JRL50*50*5KNEESTAYKS2 39S355JRL50*50*5KNEESTAYKS3 14S355JRL50*50*5KNEESTAYPA1 1S355JRCFLC125*65*20*2.5PURLINPA2 1S355JRCFLC125*65*20*2.5PURLINPA3 1S355JRCFLC125*65*20*2.5PURLINPA4 1S355JRCFLC125*65*20*2.5PURLINPA5 1S355JRCFLC125*65*20*2.5PURLINPA6 1S355JRCFLC125*65*20*2.5PURLINPA7 1S355JRCFLC125*65*20*2.5PURLINPA8 1S355JRCFLC125*65*20*2.5PURLINPA9 1S355JRCFLC125*65*20*2.5PURLINPA10 1S355JRCFLC125*65*20*2.5PURLINPA11 1S355JRCFLC125*65*20*2.5PURLINPA12 1S355JRCFLC125*65*20*2.5PURLINPA13 1S355JRCFLC125*65*20*2.5PURLINPA14 1S355JRCFLC125*65*20*2.5PURLINPA15 1S355JRCFLC125*65*20*2.5PURLINPA16 1S355JRCFLC125*65*20*2.5PURLINPA17 1S355JRCFLC125*65*20*2.5PURLINPA18 1S355JRCFLC125*65*20*2.5PURLINPA19 2S355JRCFLC125*65*20*2.5PURLINPA20 1S355JRCFLC125*65*20*2.5PURLINPA21 1S355JRCFLC125*65*20*2.5PURLINPA22 1S355JRCFLC125*65*20*2.5PURLINPA23 1S355JRCFLC125*65*20*2.5PURLINPA24 2S355JRCFLC125*65*20*2.5PURLINPA25 2S355JRCFLC125*65*20*2.5PURLINPA26 2S355JRCFLC125*65*20*2.5PURLINPA27 2S355JRCFLC125*65*20*2.5PURLINPA28 2S355JRCFLC125*65*20*2.5PURLINPA29 1S355JRCFLC125*65*20*2.5PURLINPA30 1S355JRCFLC125*65*20*2.5PURLINPA31 1S355JRCFLC125*65*20*2.5PURLINPA32 1S355JRCFLC125*65*20*2.5PURLINPA33 1S355JRCFLC125*65*20*2.5PURLINPA34 1S355JRCFLC125*65*20*2.5PURLINPA35 1S355JRCFLC125*65*20*2.5PURLINPA36 1S355JRCFLC125*65*20*2.5PURLINPA37 1S355JRCFLC125*65*20*2.5PURLINPA38 1S355JRCFLC125*65*20*2.5PURLINPA39 1S355JRCFLC125*65*20*2.5PURLINPA40 1S355JRCFLC125*65*20*2.5PURLINPA42 1S355JRCFLC125*65*20*2.5PURLINPA43 1S355JRCFLC125*65*20*2.5PURLINPA44 1S355JRCFLC125*65*20*2.5PURLINPA45 1S355JRCFLC125*65*20*2.5PURLINPA46 1S355JRCFLC125*65*20*2.5PURLINPA47 1S355JRCFLC125*65*20*2.5PURLINPA48 1S355JRCFLC125*65*20*2.5PURLINPA49 1S355JRCFLC125*65*20*2.5PURLINPA50 1S355JRCFLC125*65*20*2.5PURLINPA51 1S355JRCFLC125*65*20*2.5PURLINPA52 1S355JRCFLC125*65*20*2.5PURLINPA53 1S355JRCFLC125*65*20*2.5PURLINPA54 1S355JRCFLC125*65*20*2.5PURLINPA55 1S355JRCFLC125*65*20*2.5PURLINPA56 1S355JRCFLC125*65*20*2.5PURLINPA57 4S355JRCFLC125*65*20*2.5PURLINPA58 3S355JRCFLC125*65*20*2.5PURLINPA59 3S355JRCFLC125*65*20*2.5PURLINPA60 3S355JRCFLC125*65*20*2.5PURLINPA61 5S355JRCFLC125*65*20*2.5PURLINPA62 1S355JRCFLC125*65*20*2.5PURLINPA63 1S355JRFL10*130PLATEPA64 2S355JRPLT10*108.5PLATEPA65 2S355JRFL10*130PLATEPA66 2S355JRFL10*130TRUSSPA67 2S355JRFL10*130TRUSSPA68 1S355JRFL10*130PLATEPA69 1S355JRFL10*130PLATEPA70 1S355JRFL10*130PLATEPA71 2S355JRFL10*130PLATEPA72 1S355JRFL8*90PLATEPA73 2S355JRFL8*90PLATEPA74 2S355JRFL8*90PLATEPA75 1CQCFLC125*65*20*2.5PurlinRA1 1S355JRPC180*70RafterRA2 1S355JRPC180*70RafterRA3 1S355JRIPEAA200RafterRA4 1S355JRIPEAA200RafterRA5 1S355JRPC180*70RafterRA6 1S355JRPC180*70RafterRA7 1S355JRPC180*70RafterRA8 1S355JRPC180*70RafterRA9 1S355JRPC180*70RafterRA10 1S355JRPC180*70RafterRA11 1S355JRIPE200RafterRA12 1S355JRIPE200RafterRA13 1S355JRIPE200RafterRA14 1S355JRIPE200RafterRA15 1S355JRIPE200TRUSSRA16 1S355JRIPE200TRUSSSR1 4S355JRL50*50*3SAGRODSR2 4S355JRL50*50*3SAGRODSR3 10S355JRL50*50*3SAGRODSR4 20S355JRL50*50*3SAGRODSR5 4S355JRL50*50*3SAGRODSR6 18S355JRL50*50*3SAGRODSR7 20S355JRL50*50*3SAGRODSR8 14S355JRL50*50*3SAGRODSR9 18S355JRL50*50*3SagAngleSR10 18S355JRL50*50*3SagAngleSR11 2S355JRL50*50*3SagAngleSR12 2S355JRL50*50*3SagAngleTA1 1S355JRL70*70*8TRUSSTA2 1S355JRL70*70*8TRUSSTA3 1S355JRL70*70*8TRUSSTA6 2S355JRL70*70*6TRUSSTA7 1S355JRL70*70*6TRUSSTA8 1S355JRL70*70*8TRUSSTA9 1S355JRL70*70*8TRUSSTA10 1S355JRL70*70*8TRUSSMark Main part profile Grade Qty.Assembly Name

18.11.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

JPM_LENMED_PRIVATE_HOSPITAL_NEW_ICU_Rev.0 0G [1]

18.11.2015Issued

Revised

JPMLENMED PRIVATE HOSPITAL NEW I.C

NEW I.C.U. STRUCTURAL STEEL0

J.L

1:75

PROJECT NUMBER

P00755 GADRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

Prepared using Tekla Structures® (www.tekla.com)

Y3a

Y3

Y0

T7

T6

X4

X5

Y0

Y1

Y2

Y3

Y4

Y5

3D

T5

T4

T3

T2

T1X0X0

X1

X2

X3

X9

T9

T8X6

X7

X8

X9

Y3a

Y3

Y0

T7

T6

X4

X5

Y0

Y1

Y2

Y3

Y4

Y5

3D

X9

T9

T8

X6

X7

X8

X9

T5

T4

T3

T2

T1 X0

X0

X1

X2

X3

.- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

PA37

PA43

RA15

SR10

KS1

SR3

SR4

SR6SR7

TA2PA7

CL2

PA33RA1

BR3

BR4

SR9

KS1

SR4

PA74PA74

SR3

SR7

BR8

A40

PA21PA28PA28

KS2

RA6

RA7

SR1

SR2 SR6

PA73BR2

SR10

SR9

SR7RA8

PA19

PA19

PA61

PA61

KS1

BR9

SR1

PA72 SR5

SR2

BR10

BR1

KS1

SR9

BR3

SR10

BR8

TA9

SR4

SR3SR4

SR5SR6

SR7

KS1

PA18

SR7

KS2KS1

KS2

BR6

BR6

KS2SR10

KS2

SR6

SR8

KS2

KS1

SR10

KS1 KS2

SR3SR3

SR7SR8

PA61SR9

KS2KS1 PA26PA26

KS2

SR6

SR7

PA62 PA48

SR1

SR2

SR1

SR5

KS2

PA17

KS1

BR7 KS2

SR6KS1

KS2KS1

KS1

KS1

A40

PA12

PA27

PA27

KS2

SR9 KS2

KS1

SR10SR9

SR4

BR7BR5

PA20

SR10

KS2

TA10

KS1

BR5

PA61

PA61

SR6

SR8PA73

SR4

SR4

SR6

SR10

TA8

PA8

PA3

KS2

PA46

PA69

PA42

PA29

PA38PA39

PA35

PA11

SR5

PA40

PA34

GUA2

KS1CL6

SR7

PA9

PA60

SR2

PA30

PA36

TA1

RA12

PA4KS1KS2

GUA3SR7

SR4

KS1KS2

SR10

SR4

SR4SR7

SR6

SR8PA60

SR9

A40

KS2PA60

A40

PA14SR9

SR9

PA71PA64

KS1

RA13 PA31

CL6

KS2

SR10

SR11

GUA1

PA23

PA53

PA22

PA57

CL3

KS2

KS1

PA56

SR8 SR6

SR8

SR7

PA47PA57

KS2KS1PA5

PA10

SR10

SR9 SR9

KS1

KS2

KS1

SR6

SR7SR3

PA59

A40

TA7

PA24

KS2

SR7

SR7

PA54

KS1KS2

SR8 SR6

KS2

KS1KS2

KS1 SR10

KS1SR8

PA59

PA24KS1

KS2

KS2

SR10

SR9

SR10

SR4

SR4

SR3

PA13

KS2

KS1

SR8

A41

SR6

SR8

PA59

KS2

SR10

KS1SR9

SR10SR9

SR4SR3

KS1

KS2

KS1

SR8

KS2

SR9

SR4

SR4

SR7

SR6

SR8

KS1

PA6

PA57

PA15

SR6

SR7

SR4

SR6

SR9SR7

A40TA6

KS3 KS3

PA71

RA4

PA32PA2

RA16

PA65

CL3

KS3

KS3

PA52PA49

CL5

RA2

KS2

PA64GUA4

KS3

KS3

PA50PA45

KS3

KS3

KS3RA3

PA51

PA1 PA65PA68

PA44

KS3

KS3KS3

KS3

KS3PA55

PA58

PA75RA10

SR11

SR7

A40

PA57

SR3

SR4

KS1

SR9

SR10

KS1

KS1

SR10

SR9

SR12

KS2

PA16A40

SR4

SR6

SR7

KS2PA25

PA25 SR4

SR7

SR3

KS2TA6

KS2

KS1

KS1

SR4

KS2

SR8TA3

SR12

SR6

CL1

SR8

RA9PA58

PA58

RA5

http://www.tekla.com)
Page 12: Previouse Projects

Tekl

a st

ruct

ures

JPM_LENMED_PRIVATE_HOSPITAL_NEW_ICU_Rev.0

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

Prepared using Tekla Structures® (www.tekla.com)

18.11.20151 0 Issued for Approval

0G [2]

18.11.2015Issued

Revised

JPMLENMED PRIVATE HOSPITAL NEW I.C

NEW I.C.U. STRUCTURAL STEEL0

J.L

1:15 1:10

PROJECT NUMBER

P00755 GADRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

Y5

Y4

Y3

Y2

Y1

Y0

Y3a

Y3

Y0

D D

C C

PLAN LAYOUT

X9X8X7X6X5X4X3X2X1X0

X9T9T8T7T6T5T4T3T2T1

X0

F

F

E

EB

B

A

A

+90,330

+88,330

+90,330

+88,330

A - A

Y0Y0 Y1

Detail C

Y3aY3Y2 Y3

+90,330

+88,330

+90,330

+88,330

B - B

Y0Y0 Y1 Y3Y2 Y3

X1X0

+88,330

C - C

X1X0

+88,330

D - D

+90,330

+88,330

+90,330

Y2

+88,330

E - E

Y3a Y3Y3 Y0Y0Y1

+90,330

+88,330

+90,330

+88,330

F - F

Y0Y0 Y1 Y3Y2 Y3

Y0

+88,330

Detail A

Detail B

+88,330+88,330

Y3aDetail C

Detail D G - G

+88,330

X0Detail E

H - H

Detail F

I - I

Detail G

J - J

K - K

L - L

N

Detail H

M - M

N - N

O - O

5 230TRUSS

Detail GGUA1

PA32

KS3

RA10

CL5

PA71

PA45

3 555 TRUSS1 285 TRUSS 5 000 TRUSS

4 185

1 665 3 055 3 840 880 3 160 1 560 1 775 2 945 4 070 1 090 495 4 505 2 080 TRUSS

PA60

6 27

0

5 80

2

3 060 3 440 1 170

SR10

TA7

KS1

KS1

KS3 KS3

3 02

0

SR8

SR6

SR7

SR4

SR3

SR4

PA58

PA58

RA9

CL1

SR11

SR12

PA22

RA5

A40TA3

KS2KS1

SR9

SR10

SR12

SR11

KS1KS2

KS1

KS2

Detail H

GUA4

PA1

PA31

SR7

KS3

KS3

KS3

RA4

PA52

PA2

PA58

RA16

PA49

KS3

PA55

PA53

A40

KS2

KS1

CL6

PA71KS3

PA44

SR9

PA57

KS2

KS2

PA16SR8

SR6

A40TA6

KS1

SR10

SR10

SR9

PA15

PA25

PA23

PA25

SR7

SR3

SR4

SR4KS2

KS1

KS1

PA57

A40

SR6

SR8

KS1

SR10

SR9

SR7

SR3

SR4

SR4KS2

KS1

PA57

PA6

PA57PA47

SR7 SR7

SR6

A40SR8

A41

SR6

SR8

KS2KS1

KS211

5

KS3RA3

KS3KS3

KS3KS3

PA56

PA51

CL3

PA50

KS3CL3CL3

CL3

RA2

5 115 1 780

SR10

TA1PA43

PA33

KS2

KS2

PA24

KS1

KS1

A40SR8

SR6

PA5

KS2

SR10

SR9

SR9

SR7

SR3

SR4

SR4

PA10

PA24

KS2

KS2

PA59

PA59

TA6

SR8

SR6KS2

SR10

SR9

SR9PA13

SR7

SR3

SR4

SR4

KS1

KS2

PA59

PA54

SR7 SR7

A40

SR6

SR8 SR8

SR6

KS2KS1

SR9

A41SR8

SR6KS2

KS1

SR7

SR4

SR3

SR4SR9

SR10

KS1

KS2

KS1

PA7

TA2

A40

KS1KS2

PA60

PA26

PA14

PA26

SR9

SR10

SR10

KS2

KS1

KS1

KS2

PA11

3 02

0

O

PA42PA30

PA29

PA37

PA36

PA35

GUA3

SR7

PA4

KS1

PA38

PA39

RA15

RA1

GUA2

PA3

PA46 KS1

KS2CL6

A40

PA60

PA9

468

PA40

FR1

PA34

SR9

PA28

BR3

KS1

BR5

PA27

KS1

PA61

PA62

TA10

BR7

BR9

KS2

KS1

KS1

SR10

SR9

KS2

KS2

SR8A40

SR6 KS1

SR9

SR10

SR7

SR3

SR4

SR4

KS1

KS1KS2

A40

PA61

PA8SR8

SR6

SR3

SR4

KS1

SR9

SR10

PA27

PA12

SR7

SR4

KS2

KS2

KS1KS2

SR7

KS2

KS1

KS2

PA48

PA17

SR7

TA8

SR2

SR6

SR5

SR1

SR2

SR5

SR6

SR1

KS2

BR4

BR6

PA74

BR5

BR7

SR8

PA73SR6

PA61

SR7

SR3

SR4

PA74

SR4

SR9

SR10

SR9PA20

KS2

BR3

BR8

A40SR8

SR6KS2

KS1

KS1

BR6

SR7

SR3

SR4

KS2

KS1

SR10

SR10

SR9 SR4

KS2KS1

KS2KS1

SR7 SR7

PA61

PA61

BR1

BR2 TA9

SR6

BR8

BR10

PA73

SR6

SR5

SR2

SR5

SR2PA72

SR1SR1

1 78

11

239

SR10

PA28

PA19

PA21

PA18

PA19

CL2

RA7

CL1

RA6

RA8

7 453250 935

250

12 901

1 88

31 29

4

646

5 427

BR6 BR6

5 646

1 4001 170

1 695 3 865

800

1 23

7

KS2

166115

BR4

A40 1 725935

PA28

BR8

KS1

KS2

KS1

1 7251 170

1 400

PA19

PA61PA61

PA20

PA61

KS2

PA19

TA9

BR1

KS1

BR8

BR10

KS1

KS2

KS1KS2

1 086 720 167

589

1 914

10 890

11 120

3 865

935

5 646

SR10

SR9 PA24

KS2

1 580

800

1 400

Detail B

Detail A PA57

PA10

PA57PA5

TA7

A40

KS1

KS1

KS2

115

115

166

1 7251 170

3 865

980

1 49

4

5 6469351 725

1 1701 400

166

250

PA57PA6PA24

A40

KS2KS1

SR10 SR9

KS1

KS2

PA15

115

1 580 115

257

257

PA57

641

437

149

6 895

5 000

PA50PA49

PA52

10°

2 540

491 1 400 500

115

Detail E PA45PA55

KS3KS3

CL3

10°

CLEAR 26

204

115 1 665

PA44

PA51PA56

RA3

KS3

CL3

KS3

149

439

641

6 895

5 000

Detail F

RA2

PA50PA44

2 687

255 383 1 400 500

15CLEAR

115

2 ø 24 - M20x260

PA52PA55

PA45

PA49

202

15CLEAR

1 665115

2 ø 24 - M20x260

PA56PA51

1 725

7 311

12 786

1 525

1 23

7

26 720 1 0861 400

1 170

1 666 4 035

614

32

CL1

RA8

935 250

5 646250 935

1 7251 170

1 400166

1151 525 4 035

797

441

1 23

7

PA21

PA61 PA18

PA28

PA61RA7

CL2

RA6

5 646

3 865

250

10 890

11 120

SR9

PA26

1 580

800

1661 400

1 1701 725

935

115

115

PA14

PA59PA7PA59

A41

KS2

KS2

935

1 170

5 646

3 865

980

1 49

4Detail D

PA13 PA59RA14

RA15

1 725

KS1

SR10PA26

1 5661 580 115

115

257

257GUA3

PA54

PA30TA1

PA63

PA43 PA4

KS1

3260

42

25

65 60

514

257

257

2510

45

2 Ø 24 - M20x150

2 ø 18 - M16x35

1 ø 22 Slotted (22x40) - M20x45

3260

42

135

19

14

14

2 ø 18 - M16x35

PA5

2510

15

4260

33

135

68 45

114

475

2 ø 18 - M16x35PA61

68 68185

14 100

50

2 ø 22 - M20x45

G

TA1RA15

100

50

TA1

RA15

2 ø 22 - M20x45

115 25

8047

107

3260

43H

CL3

PA45

2 ø 24 - M20x1002 ø 18 - M16x35

125

75 50

25 CLEAR

4747

2 ø 24 - M20x100

2 ø 24 - M20x100

2 ø 22 Slotted (22x40) - M20x50

RA3

100

50

3260

43

I

2 ø 18 - M16x412 ø 18 - M16x41

RA2

RA2

PA50PA49

2 ø 24 - M20x2602 ø 24 - M20x260

35 35

4260

3313

5

RA2

PA50

2 ø 24 - M20x260

2 ø 18 - M16x41

2826

2727

3535

151

PA32

GUA1

RA11

RA4

L

2 ø 18 Slotted (58x18) - M16x45

J

3590

75

RA11

PA70

K

4 ø 24 - M20x260

2254

24

103 60

RA11

RA4

2 ø 18 Slotted (58x18) - M16x51

157

30 3535

30

3590

76

30 3535

30PA70 PA65

PA32

GUA1

PA2

4 ø 24 - M20x2604 ø 24 - M20x260

35 35

35 35

M

GUA4GUA1PA2 PA1

RA16

RA11 RA13

7058

4 ø 22 - M20x55

RA16RA13

167

32 226 33

2 ø 14 - M12x30

RA11

PA49

PA32PA2

GUA1

1 ø 16 - M12x301 ø 16 - M12x30

6 ø 16 - M12x160

FR1

PA29PA40

GUA2 PA48

PA62

http://www.tekla.com)
Page 13: Previouse Projects

Tekl

a st

ruct

ures

JPM_LENMED_PRIVATE_HOSPITAL_NEW_ICU_Rev.0

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

Prepared using Tekla Structures® (www.tekla.com)

26.11.20151 0 ISSUED FOR SITE

0G [3]

26.11.2015Issued

Revised

JPMLENMED PRIVATE HOSPITAL NEW I.C

NEW I.C.U. STRUCTURAL STEEL0

J.L

1:10 1:5

PROJECT NUMBER

P00755 A0 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

Y3a

Y3

Y0

Y5

Y4

Y3

Y2

Y1

Y0

X9X8X7X6X5X4X3X2X1X0

PLAN VIEW

T5T4T3T2T1X0 X9T9T8T7T6

Y3

T2

Y3

Detail B

Y3

T3

Y3

Detail C

J

D

CY5

Y3a

Y3

Y4

Y3

Y2

Y1

Y0Y0

A - A

E

X9T9T8T7T6T5T4T3T2T1X0

X9X8X7X6X5X4X3X2X1X0

F

Detail D

B

Detail CDetail B

Detail F

I

H

G

Detail E

Y3

T6

Y3

Detail D

Y3

T7

Y3

Detail E

Y0

T2

Y0

Detail F

+88,330

Y3

+88,330

Y3

B - B

Y3a Y4

+88,330

X0

C - C

+88,330

T1 X0

+88,330

X0

D - D

+88,330+88,330

X9

E - E

+88,330

T7T6

+88,330

X5

F - F

+88,330

Y3

+88,330

Y3

G - G

+88,330

Y3

+88,330

Y3

H - H

+88,330

Y3a

+88,330

I - I

+88,330+88,330

J - J

Detail N

T1X0X0 T3T2 X1 T6T5T4 X4X3X2

Detail M

T5Detail M

+88,330

T1X0

+88,330

X0

Detail N

45

75 75

2 ø 24

45

75 75

115

11 1

201

781

7575757575757575757575757575757575 75

4 980

OPP. TO SECTION D-DD

75

4 7204 720

Detail F

Detail CDetail C

75

5 115 4 720

75 75 75

Detail F Detail F

75 7575 75

4 720 5 000

Detail F

7575

4 840 5 160

75

5 000

45

75 75

45

75 75

2 ø 24

45

75 75

1 239

4 ø 24 - M20x260

4 ø 24 - M20x260

9076

268 7087

70 1 286

7380

1 853 47 47

2 ø 24 - M20x1002 ø 24 - M20x100

2 385 100 2 385

2 ø 24 - M20x260

2 ø 24 - M20x260 2 ø 24 - M20x260

2 ø 24 - M20x260

491

100

7010

0180

7010

0

45 7812

0

2 ø 24 - M20x100

120

116

45

2 ø 24 - M20x100

1 076

100

6710

0

25 2 379 100 1 285 25

70

9075

66 70

9075

70 66

72626

26

2619

148 148 148 148 148 154

1 ø 16 - M12x30

1 ø 16 - M12x30

6 ø 16 - M12x160

4 650

2 ø 22 - M20x8

5 195

2 ø 24 - M20x8

120

122

70

302

302

70 4 650 70 4 650

302

70

2 ø 24 - M20x8

70 4 650 70

2 ø 22 - M20x82 ø 24 - M20x8

35 35

45

70

9912

0

2 ø 22 - M20x100

http://www.tekla.com)
Page 14: Previouse Projects

Tekl

a St

ruct

ures

BA1 1S355JRIPE100BeamBA2 1S355JRIPE100BeamBA3 1S355JRPC100*50ChannelBA4 2S355JRPC100*50ChannelBA5 2S355JRPC100*50ChannelBR1 1S355JRL50*50*5CleatBR2 1S355JRL50*50*5BraceBR3 1S355JRL50*50*5BraceBR4 1S355JRL50*50*5BraceBR5 1S355JRL50*50*5BraceBR6 1S355JRL50*50*5BraceBR7 1S355JRL50*50*5BraceBR8 1S355JRL50*50*5BraceBR9 4S355JRL50*50*5BraceBR10 9S355JRL50*50*5BraceBR11 1S355JRL50*50*5BraceBR12 1S355JRL50*50*5BraceBR13 1S355JRL50*50*5BraceBR14 1S355JRL50*50*5BraceBR15 1S355JRL50*50*5BraceBR16 1S355JRL50*50*5BraceBR17 1S355JRL50*50*5BraceBR18 1S355JRL50*50*5CleatBR19 1S355JRL50*50*5BraceCA1 1S355JRSHS100*100*6.0ColumnCA2 1S355JRSHS100*100*6.0ColumnCA3 1S355JRSHS100*100*6.0ColumnCA4 1S355JRSHS100*100*6.0ColumnCA5 1S355JRCHS100*6ColumnCA6 3S355JRCHS100*6ColumnCA7 1S355JRSHS100*100*6.0ColumnCA8 1S355JRSHS100*100*6.0ColumnCA9 1S355JRSHS100*100*6.0ColumnCA10 1S355JRSHS100*100*6.0ColumnCA11 1S355JRSHS100*100*6.0ColumnCA12 1S355JRSHS100*100*6.0ColumnCA13 2S355JRSHS100*100*6.0ColumnCA14 1S355JRCHS100*6ColumnCA15 3S355JRCHS100*6ColumnCA16 1S355JRCHS100*6ColumnGT1 1S355JRCFLC150*50*20*2.5GirtGT2 1S355JRCFLC150*50*20*2.5GirtGT3 1S355JRRHS100*50*2.5GirtGT4 1S355JRRHS100*50*2.5GirtGT5 1S355JRRHS100*50*2.5GirtGT6 1S355JRCFLC100*75*20*2.5GirtGT7 1S355JRRHS100*50*2.5GirtGT8 1S355JRCFLC100*75*20*2.5GirtGT9 1S355JRCFLC125*50*20*2.5GirtGT10 1S355JRCFLC100*75*20*2.5GirtGT11 1S355JRCFLC100*75*20*2.5GirtGT12 1S355JRCFLC100*75*20*2.5GirtGT13 1S355JRCFLC100*75*20*2.5GirtGT14 1S355JRCFLC100*75*20*2.5GirtGT15 1S355JRCFLC100*75*20*2.5GirtGT16 1S355JRCFLC125*50*20*2.5GirtGT17 2S355JRCFLC100*75*20*2.5GirtGT18 1S355JRCFLC100*75*20*2.5GirtGT19 1S355JRCFLC100*75*20*2.5GirtGT20 2S355JRCFLC100*75*20*2.5GirtGT21 2S355JRCFLC100*75*20*2.5GirtGT22 1S355JRCFLC150*50*20*2.5GirtGT23 1S355JRCFLC150*50*20*2.5GirtGT24 1S355JRCFLC150*50*20*2.5GirtGT25 1S355JRCFLC150*50*20*2.5GirtPA1 5S355JRCFLC125*50*20*2.5PurlinPA2 1S355JRCFLC125*50*20*2.5PurlinPA3 1S355JRCFLC125*50*20*2.5PurlinPA4 1S355JRCFLC125*50*20*2.5PurlinPA5 1S355JRCFLC125*50*20*2.5PurlinRA2 1S355JRIPE200RafterRA3 1S355JRIPE200RafterRA4 1S355JRIPE200RafterRA5 1S355JRIPE200RafterMark Main part profile Grade Qty.Assembly Name

23.11.201521 UPDATED AS PER MARKUP16.11.201510 ISSUE FOR APPROVAL

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

WITS CESSM_Rev.1 1G [1]

23.11.2015Issued

Revised

JPMWITS CESSM

ALTERATIONS & ADDITIONS0

J.L

1:50

PROJECT NUMBER

P00757 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

Prepared using Tekla Structures® (www.tekla.com)

A1

A

B6B5 B4

B3B2

B1

B

4

5

5.1 6

Isometric View

2.13

6.1

A1A

B6

B5B4B3

B2B1

B

2.13

4

5

5.166.1

Isometric View

BR9

BR9

BR13

CA15

CB3

RA2

RA3

PA1

GT9

CA15

CA12

GT24

BR2

CA9RA5

CA6

BR3CA8

CA13

GT17

GT13

CA7

GT4GT3

GT10

PA2

PA4

RA4

CA5

GT8

GT17

GT6

GT11

GT18

PA1

PA1

BA1

BA3

BR1

CA6

CA13

BR5

CA10

GT12CA11GT7

BR7

BR9

PA3

PA1

PA1

BA2GT22

GT1

CA16

PA5

CA2GT20

GT20

CA6

GT14

CA1

GT21GT21

BR11

BR4

BR9

BA5CA4

CA3GT5

BA5

CA15

CA14

GT15

GT16

GT19GT2

GT25

GT23

BR10

BR10

BR10BR10

BR10

BR10

BR12BR14BR10

BR6

BR8

BR16BR10

BR19

BR10GT14

GT21

CA13

GT25

PA5

GT24 GT9

RA2

RA3

PA1CA2

CA3

GT15

CA4

CA14

CA15

BR15

GT20

CA15

CA12

CA1GT21

GT23

CA6

CA15

BR18

GT19

GT20

GT2

BA4

CA9

CA6

GT12

CA13

CA16

GT3GT4

RA5

PA1PA1PA1

BR2

BA4

CA10CA11

GT7

GT1GT22

PA3

BA2RA4

CA6GT13

BR17

BR3CA8

GT10

CA5

BR1

GT8

GT17

CA7

GT17

GT6

GT11

GT18

PA1

BA1

BA3

PA2

PA4

http://www.tekla.com)
Page 15: Previouse Projects

Tekl

a St

ruct

ures

BA1 1S355JRIPE100BeamBA2 1S355JRIPE100BeamBA3 1S355JRPC100*50ChannelBA4 2S355JRPC100*50ChannelBA5 2S355JRPC100*50ChannelBR1 1S355JRL50*50*5CleatBR2 1S355JRL50*50*5BraceBR3 1S355JRL50*50*5BraceBR4 1S355JRL50*50*5BraceBR5 1S355JRL50*50*5BraceBR6 1S355JRL50*50*5BraceBR7 1S355JRL50*50*5BraceBR8 1S355JRL50*50*5BraceBR9 4S355JRL50*50*5BraceBR10 9S355JRL50*50*5BraceBR11 1S355JRL50*50*5BraceBR12 1S355JRL50*50*5BraceBR13 1S355JRL50*50*5BraceBR14 1S355JRL50*50*5BraceBR15 1S355JRL50*50*5BraceBR16 1S355JRL50*50*5BraceBR17 1S355JRL50*50*5BraceBR18 1S355JRL50*50*5CleatBR19 1S355JRL50*50*5BraceCA1 1S355JRSHS100*100*6.0ColumnCA2 1S355JRSHS100*100*6.0ColumnCA3 1S355JRSHS100*100*6.0ColumnCA4 1S355JRSHS100*100*6.0ColumnCA5 1S355JRCHS100*6ColumnCA6 3S355JRCHS100*6ColumnCA7 1S355JRSHS100*100*6.0ColumnCA8 1S355JRSHS100*100*6.0ColumnCA9 1S355JRSHS100*100*6.0ColumnCA10 1S355JRSHS100*100*6.0ColumnCA11 1S355JRSHS100*100*6.0ColumnCA12 1S355JRSHS100*100*6.0ColumnCA13 2S355JRSHS100*100*6.0ColumnCA14 1S355JRCHS100*6ColumnCA15 3S355JRCHS100*6ColumnCA16 1S355JRCHS100*6ColumnGT1 1S355JRCFLC150*50*20*2.5GirtGT2 1S355JRCFLC150*50*20*2.5GirtGT3 1S355JRRHS100*50*2.5GirtGT4 1S355JRRHS100*50*2.5GirtGT5 1S355JRRHS100*50*2.5GirtGT6 1S355JRCFLC100*75*20*2.5GirtGT7 1S355JRRHS100*50*2.5GirtGT8 1S355JRCFLC100*75*20*2.5GirtGT9 1S355JRCFLC125*50*20*2.5GirtGT10 1S355JRCFLC100*75*20*2.5GirtGT11 1S355JRCFLC100*75*20*2.5GirtGT12 1S355JRCFLC100*75*20*2.5GirtGT13 1S355JRCFLC100*75*20*2.5GirtGT14 1S355JRCFLC100*75*20*2.5GirtGT15 1S355JRCFLC100*75*20*2.5GirtGT16 1S355JRCFLC125*50*20*2.5GirtGT17 2S355JRCFLC100*75*20*2.5GirtGT18 1S355JRCFLC100*75*20*2.5GirtGT19 1S355JRCFLC100*75*20*2.5GirtGT20 2S355JRCFLC100*75*20*2.5GirtGT21 2S355JRCFLC100*75*20*2.5GirtGT22 1S355JRCFLC150*50*20*2.5GirtGT23 1S355JRCFLC150*50*20*2.5GirtGT24 1S355JRCFLC150*50*20*2.5GirtGT25 1S355JRCFLC150*50*20*2.5GirtPA1 5S355JRCFLC125*50*20*2.5PurlinPA2 1S355JRCFLC125*50*20*2.5PurlinPA3 1S355JRCFLC125*50*20*2.5PurlinPA4 1S355JRCFLC125*50*20*2.5PurlinPA5 1S355JRCFLC125*50*20*2.5PurlinRA2 1S355JRIPE200RafterRA3 1S355JRIPE200RafterRA4 1S355JRIPE200RafterRA5 1S355JRIPE200RafterMark Main part profile Grade Qty.Assembly Name

23.11.201521 UPDATED AS PER MARKUP16.11.201510 ISSUE FOR APPROVAL

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

WITS CESSM_Rev.1 1G [2]

23.11.2015Issued

Revised

JPMWITS CESSM

ALTERATIONS & ADDITIONS0

J.L

1:50 1:20

PROJECT NUMBER

P00757 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

Prepared using Tekla Structures® (www.tekla.com)

H+3675

5

G - G

B1

B

5

H - H(TYP) TO ST1 AND ST2

6.1 6 5.1 5 4 3 2.1

B

B1

B2

B3

B4

B5

B6

A

A1

Plan +FFL

G

6.1 6 5.1 5 4 3 2.1

B

B1

B2

B3

B4

B5

B6

A

A1

Roof View

6.1

A1

Detail ASAME AS OPP. CA7

5

A1

Detail B(TYP) TO CA12

6.1

B6

Detail C(TYP) TO CA3 AND CA4

3 2.1

B6

Detail D(TYP) TO CA11, CA10, CA9

4

A

Detail E

A

2.13

Detail F

+370.0

+FFL

6.1

A - A

+370.0

+FFL

5

B - B

+370.0

+FFL

6.1

D - D

+370.0

+FFL

2.13

C - C

+370.0

+FFL

4

E - E

+370.0

+FFL

2.13

F - F

258

CA15

CA15 6 ø 20 - M16x8

3 829

2 22

9

2 75

4

Detail B

Detail CDetail DCA2

CA3

CA6

525

730

CA4

3 516110

650

4 ø 20 - M16x8

CA13CA12

CA1

CA6 CA6

650

2 17

0

Detail A

4 ø 20 - M16x8

1 71

088

817

7

CA10

CA9

CA11

1203 772

Detail F

CA7CA13

CA8

CA5

4 ø 20 - M16x8Detail E

650

2 17

0

4 ø 20 - M16x8

CA14CA15 CA16CA15CA15

GT19

3 829

2 ø 14 - M12x35

BR10

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

BR10

RA2 RA3

BR11

BR13

BR14

BR10

BR15

BR10

BR9

BR9

BR8

BR10

BR10

BR9 BR10

BR10

BR9

BR7

BR10

BR16

3 626650

110

2 ø 14 - M12x35

BR17

BR6

BR5

RA4

GT18

RA5

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x35

1203 772

GT3

5050

50 50

95

95

A1 ø 20 - M16x1901 ø 20 - M16x190

CA1

5050

95 95

B

2 ø 20 - M16x6CA13

D

2 ø 20 - M16x6

CA2C

2 ø 20 - M16x6CA8

4 ø 20 - M16x8

E

CA64 ø 20 - M16x8

F

CA5

180

370

25

GT5

CA1

370

25

CA13

2 ø 20 - M16x6180

370

25

GT5

CA2 120 180

370

25

GT4

CA8

430

CA6

430

370

120 180

300

GT4

CA5

http://www.tekla.com)
Page 16: Previouse Projects

Tekl

a St

ruct

ures

BA1 1S355JRIPE100BeamBA2 1S355JRIPE100BeamBA3 1S355JRPC100*50ChannelBA4 2S355JRPC100*50ChannelBA5 2S355JRPC100*50ChannelBR1 1S355JRL50*50*5CleatBR2 1S355JRL50*50*5BraceBR3 1S355JRL50*50*5BraceBR4 1S355JRL50*50*5BraceBR5 1S355JRL50*50*5BraceBR6 1S355JRL50*50*5BraceBR7 1S355JRL50*50*5BraceBR8 1S355JRL50*50*5BraceBR9 4S355JRL50*50*5BraceBR10 4S355JRL50*50*5BraceBR11 1S355JRL50*50*5BraceBR12 1S355JRL50*50*5BraceBR13 1S355JRL50*50*5BraceBR14 1S355JRL50*50*5BraceBR18 1S355JRL50*50*5CleatBR19 1S355JRL50*50*5BraceCA1 1S355JRSHS100*100*6.0ColumnCA2 1S355JRSHS100*100*6.0ColumnCA3 1S355JRSHS100*100*6.0ColumnCA4 1S355JRSHS100*100*6.0ColumnCA5 1S355JRCHS100*6ColumnCA6 2S355JRCHS100*6ColumnCA7 1S355JRSHS100*100*6.0ColumnCA8 1S355JRSHS100*100*6.0ColumnCA9 1S355JRSHS100*100*6.0ColumnCA10 1S355JRSHS100*100*6.0ColumnCA11 1S355JRSHS100*100*6.0ColumnCA12 1S355JRSHS100*100*6.0ColumnCA13 2S355JRSHS100*100*6.0ColumnCA14 1S355JRCHS100*6ColumnCA15 2S355JRCHS100*6ColumnCA16 1S355JRCHS100*6ColumnGT1 1S355JRCFLC150*50*20*2.5GirtGT2 1S355JRCFLC150*50*20*2.5GirtGT3 1S355JRRHS100*50*2.5GirtGT4 1S355JRRHS100*50*2.5GirtGT5 1S355JRRHS100*50*2.5GirtGT6 1S355JRCFLC100*75*20*2.5GirtGT7 1S355JRRHS100*50*2.5GirtGT8 1S355JRCFLC100*75*20*2.5GirtGT9 1S355JRCFLC125*50*20*2.5GirtGT10 1S355JRCFLC100*75*20*2.5GirtGT11 1S355JRCFLC100*75*20*2.5GirtGT12 1S355JRCFLC100*75*20*2.5GirtGT13 1S355JRCFLC100*75*20*2.5GirtGT14 1S355JRCFLC100*75*20*2.5GirtGT15 1S355JRCFLC100*75*20*2.5GirtGT16 1S355JRCFLC125*50*20*2.5GirtGT17 2S355JRCFLC100*75*20*2.5GirtGT18 1S355JRCFLC100*75*20*2.5GirtGT19 1S355JRCFLC100*75*20*2.5GirtGT20 2S355JRCFLC100*75*20*2.5GirtGT21 2S355JRCFLC100*75*20*2.5GirtGT22 1S355JRCFLC150*50*20*2.5GirtGT23 1S355JRCFLC150*50*20*2.5GirtGT24 1S355JRCFLC150*50*20*2.5GirtGT25 1S355JRCFLC150*50*20*2.5GirtPA1 5S355JRCFLC125*50*20*2.5PurlinPA2 1S355JRCFLC125*50*20*2.5PurlinPA3 1S355JRCFLC125*50*20*2.5PurlinPA4 1S355JRCFLC125*50*20*2.5PurlinPA5 1S355JRCFLC125*50*20*2.5PurlinRA2 1S355JRIPE200RafterRA3 1S355JRIPE200RafterRA4 1S355JRIPE200RafterMark Main part profile Grade Qty.Assembly Name

23.11.201521 UPDATED AS PER MARKUP16.11.201510 ISSUE FOR APPROVAL

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

WITS CESSM_Rev.1 1G [3]

23.11.2015Issued

Revised

JPMWITS CESSM

ALTERATIONS & ADDITIONS0

J.L

1:10 1:5

PROJECT NUMBER

P00757 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

Prepared using Tekla Structures® (www.tekla.com)

Detail K

+5162+4795

+3675

+370.0+FFL

A1AB6B5B4B3B2B1B

Grid 6.1

+5162+4795

+3675

+370.0+FFL

Grid 6

G

A1AB6B5B4B3B2B1B

+5162+4795

+3675

+370.0+FFL

Grid 5

A

A1AB6B5B4B3B2B1B

Detail H

+5162+4795

+3675

+370.0+FFL

A1AB6B5B4B3B2B1B

Grid 2.1

Detail I

5A - A1:20 Detail G

1:10 A1

Detail H1:10 B

+4795

B1B

Detail I1:10

+4795

2.13

B - B1:10

C

B

+5162

Detail J1:10

D+5162

5

C - C1:10

5

D - D1:5 E

+4795

B

+5162

Detail K1:10

+5162

+4795

6.1

E - E1:10

Detail L1:10

F

A1Detail M

1:10

A1

5.1

6

F - F1:10

6.1

+3675

5.1 6

G - G1:20

H - H1:20

628

PA5

PA1

CA4

PA3

GT16

2 07

5

770

1 10

01

125

931

870

GT2

GT25GT19BA2

CA14

182

2 ø 14 - M12x35

2522

5

2 ø 14 - M12x35

2 170

2 ø 14 - M12x35

GT14

PA2

CA2

GT21

627 2 229

BA5

2 ø 14 - M12x35

CA3

BA5

2 ø 14 - M12x35GT15

PA1PA1

650 272

BR19

GT20

GT5GT3

CA1

GT21

BR4

BR18

GT20

BA1PA1

PA1

GT9

PA4

126

235 8 349 141 131PA5

BA2PA3

PA2

5 16

2

GT25

GT24

PA1PA1

PA1GT2

GT20

GT20

GT16

CA15

650 272

Detail M

Detail L

PA1 PA1

GT9

GT3

BA3

BA1

RA2

PA4

CA6

CA12

GT21

GT21

75 9181 150

1 1501 150

1 1501 150

Detail J

PA5GT23 BA2

PA2

PA3

GT25

GT24PA1

PA1PA1

CA15

Detail G

12°

1 150 694342

H

BA1BA3

GT3

GT9

PA1PA1

PA4

RA3

CA6

CA13

650 272

2 754

367

235 177 888 980 730 525 2 229 2 170 650

2 ø 14 - M12x35

2 ø 14 - M12x35

2 ø 14 - M12x30

GT22 GT1BA2

PA3PA1

PA1

CA9

2 07

5

2522

5

770

1 10

01

127

928

870

430

370

2 62

4

BA4

PA5

GT7

CA11

380 30

11

120

409 888 1 710

CA10

BA4

GT25

GT12

GT13

CA16

2 170

2 ø 14 - M12x35

2 ø 14 - M12x35

PA1GT18

GT11

GT6

GT10

CA5BR3

BR1

GT17

GT8

CA7GT17

GT4

CA8

2 ø 12 - M12x35

2 ø 14 - M12x35

PA2PA1

650 272

GT3BR2

2 ø 14 - M12x30

BA3

BA1PA1

GT9RA4

PA4

15 15

97

100

343 343

BR9

1 ø 14 - M12x352 ø 14 - M12x35

1 ø 14 - M12x35 PA2

RA3

2 ø 14 - M12x30

73

BR10

BR9

2 ø 14 - M12x30

RA3

PA1

51

26 24

20

257

6 CAP PLT

336

BR5

PA4

2 ø 14 - M12x30

2 ø 14 - M12x45

2 ø 14 - M12x35

2 ø 14 - M12x30

4 ø 14 - M12x40

BA3

GT9CA13

RA3

35 30 35CA11

4 ø 14 - M12x45

4 ø 14 - M12x35

CA162 ø 14 - M12x35

GT25

6 C

AP P

LT

2 ø 14 - M12x30

6

RA4

GT18

CA11

8 CAP PLT 2 ø 14 - M12x30

GT23

2 ø 14 - M12x40

PA5

RA3

PA5

RA3GT24

GT23

2 ø 14 - M12x40

RA3

GT24 GT23

4 ø 14 - M12x352 ø 14 - M12x35

1 ø 14 - M12x30

GT25

CA14

BA2

GT19

2 ø 14 - M12x35

GT19

CA14

GT25

PA5GT2

217267 5

GT3

272

CA12

4 ø 14 - M12x35

GT21

CA12

272CA12

GT21

4 ø 14 - M12x35

GT19

6

CA2

RA2

1 914

CA13

2 ø 20 - M16x10 2 ø 20 - M16x102 ø 20 - M16x102 ø 20 - M16x10

2 ø 20 - M16x10

811 805 1 886 1 914

GT3

CA13GT8CA7

2 ø 20 - M16x102 ø 20 - M16x102 ø 20 - M16x10

130 121 1 813 1 703 110 530 120 130

wPL21

BR4 ( wBR2 )CA1CA12

http://www.tekla.com)
Page 17: Previouse Projects

Tekl

a St

ruct

ures

BA2 1S355JRIPE100BeamBA3 1S355JRPC100*50ChannelBR1 1S355JRL50*50*5CleatBR2 1S355JRL50*50*5BraceBR3 1S355JRL50*50*5BraceBR4 1S355JRL50*50*5BraceBR5 1S355JRL50*50*5BraceBR13 1S355JRL50*50*5BraceBR14 1S355JRL50*50*5BraceBR15 1S355JRL50*50*5BraceBR17 1S355JRL50*50*5BraceBR18 1S355JRL50*50*5CleatBR19 1S355JRL50*50*5BraceCA1 1S355JRSHS100*100*6.0ColumnCA2 1S355JRSHS100*100*6.0ColumnCA3 1S355JRSHS100*100*6.0ColumnCA4 1S355JRSHS100*100*6.0ColumnCA5 1S355JRCHS100*6ColumnCA7 1S355JRSHS100*100*6.0ColumnCA8 1S355JRSHS100*100*6.0ColumnCA9 1S355JRSHS100*100*6.0ColumnCA10 1S355JRSHS100*100*6.0ColumnCA11 1S355JRSHS100*100*6.0ColumnCA12 1S355JRSHS100*100*6.0ColumnCA13 2S355JRSHS100*100*6.0ColumnCA14 1S355JRCHS100*6ColumnCA15 3S355JRCHS100*6ColumnCA16 1S355JRCHS100*6ColumnGT1 1S355JRCFLC150*50*20*2.5GirtGT2 1S355JRCFLC150*50*20*2.5GirtGT3 1S355JRRHS100*50*2.5GirtGT4 1S355JRRHS100*50*2.5GirtGT5 1S355JRRHS100*50*2.5GirtGT6 1S355JRCFLC100*75*20*2.5GirtGT7 1S355JRRHS100*50*2.5GirtGT8 1S355JRCFLC100*75*20*2.5GirtGT9 1S355JRCFLC125*50*20*2.5GirtGT10 1S355JRCFLC100*75*20*2.5GirtGT11 1S355JRCFLC100*75*20*2.5GirtGT12 1S355JRCFLC100*75*20*2.5GirtGT13 1S355JRCFLC100*75*20*2.5GirtGT14 1S355JRCFLC100*75*20*2.5GirtGT15 1S355JRCFLC100*75*20*2.5GirtGT17 2S355JRCFLC100*75*20*2.5GirtGT18 1S355JRCFLC100*75*20*2.5GirtGT19 1S355JRCFLC100*75*20*2.5GirtGT20 2S355JRCFLC100*75*20*2.5GirtGT21 2S355JRCFLC100*75*20*2.5GirtGT22 1S355JRCFLC150*50*20*2.5GirtGT23 1S355JRCFLC150*50*20*2.5GirtGT24 1S355JRCFLC150*50*20*2.5GirtGT25 1S355JRCFLC150*50*20*2.5GirtPA4 1S355JRCFLC125*50*20*2.5PurlinPA5 1S355JRCFLC125*50*20*2.5PurlinRA2 1S355JRIPE200RafterRA3 1S355JRIPE200RafterRA4 1S355JRIPE200RafterRA5 1S355JRIPE200RafterMark Main part profile Grade Qty.Assembly Name

23.11.201521 UPDATED AS PER MARKUP16.11.201510 ISSUE FOR APPROVAL

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

WITS CESSM_Rev.1 1G [4]

23.11.2015Issued

Revised

JPMWITS CESSM

ALTERATIONS & ADDITIONS0

J.L

1:20 1:10

PROJECT NUMBER

P00757 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

Prepared using Tekla Structures® (www.tekla.com)

+5162+4795

+3675

+370.0+FFL

Grid B

B

A

2.13455.166.1

+5162+4795

+3675

+370.0+FFL

Grid A1

2.13455.166.1

B1

B

6.1

A - A

B1

B

2.13455.166.1

B - B

C - C

D - D

GT19

GT11

GT6

GT4

BA2RA5RA3

RA2

RA4

CA14

GT12

CA11

CA15

GT13

CA15 CA16

GT24 PA5

GT25

GT7

GT23GT2

GT22

GT15CA15

GT1GT18

370

3 30

5

3 829

GT3

CA7

475

1 10

01

125

247

110

180 650 3 626

D

GT20

GT20

GT14

GT5

GT19

RA2 RA3

CA12CA1

CA13

GT21

GT21

GT9

3 772 120

C

GT4

BA3

RA4 GT18

GT11

GT6

BR1

GT17

GT10

BR2

RA5

GT17

GT8

CA13

PA4

GT15

CA142 ø 14 - M12x35

3 830120 530 3 625

6 ø 20 - M16x8

6 ø 20 - M16x8

6 ø 20 - M16x8

3 772 120

6 ø 20 - M16x8 6 ø 20 - M16x8

2 754

CA8

2 ø 20 - M16x100 2 ø 20 - M16x100 2 ø 20 - M16x100 2 ø 20 - M16x100

409 888 1 710

GT4GT4

CA10 CA9CA11

GT7

2 820

CA5

GT4 GT4 GT4

GT3

CA7BR3 BR2

2 229

2 ø 20 - M16x1002 ø 20 - M16x100

222 2 820BR4

BR19

GT5 GT5

GT3

CA2CA1

1 255 243

GT5

CA4CA3

2 ø 20 - M16x100 2 ø 20 - M16x100

http://www.tekla.com)
Page 18: Previouse Projects

Tekl

a St

ruct

ures

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

12.12.20151 0 Issued for Approval

BR1 1S355JRL60*60*6BracingBR2 1S355JRL60*60*6BracingBR3 1S355JRL60*60*6BracingBR4 1S355JRL60*60*6BracingBR5 2S355JRL60*60*6BracingBR6 2S355JRL60*60*6BracingBR7 8S355JRL60*60*6BracingBR8 4S355JRL60*60*6BracingBR9 2S355JRL60*60*6BracingBR10 1S355JRL60*60*6BracingBR11 1S355JRL60*60*6BracingCA1 1S355JRUC203*203*46ColumnCA2 1S355JRUC203*203*46ColumnCA3 1S355JRUC203*203*46ColumnCA4 1S355JRUC203*203*46ColumnCA5 2S355JRUC203*203*46ColumnCL1 1S355JRL70*70*6CleatCL2 1S355JRL70*70*6CleatCL3 1S355JRL70*70*6CleatCL4 1S355JRL70*70*6CleatCL5 6S355JRL70*70*6CleatDA1 1S355JRPC100*50Door ChannelDA2 1S355JRPC100*50Door ChannelDA3 2S355JRPC100*50Door ChannelDA4 2S355JRPC100*50Door ChannelDA5 2S355JRPC100*50Door ChannelDA6 1S355JRPC100*50Door ChannelEvA1 2S355JRCHS127*4.5EavesEvA2 4S355JRCHS127*4.5EavesEvA3 2S355JRCHS127*4.5EavesGTA1 1S355JRCFLC175*50*20*2.0GirtGTA2 3S355JRCFLC175*50*20*2.0GirtGTA3 5S355JRCFLC175*50*20*2.0GirtGTA4 5S355JRCFLC175*50*20*2.0GirtGTA5 4S355JRCFLC175*50*20*2.0GirtGTA6 4S355JRCFLC175*50*20*2.0GirtGTA7 2S355JRCFLC175*50*20*2.0GirtGTA8 3S355JRCFLC175*50*20*2.0GirtGTA9 1S355JRCFLC175*50*20*2.0GirtGTA10 8S355JRCFLC175*50*20*2.0GirtGTA11 10S355JRCFLC175*50*20*2.0GirtGTA12 2S355JRCFLC175*50*20*2.0GirtGTA13 6S355JRCFLC200*75*20*3.0GirtGTA14 2S355JRCFLC200*75*20*3.0GirtGTA15 2S355JRCFLC200*75*20*3.0GirtGTA16 1S355JRCFLC200*75*20*3.0GirtGTA17 1S355JRCFLC200*75*20*3.0GirtHD1 10S355JRD8R8 BarKS1 8S355JRL50*50*4KneestayKS2 4S355JRL50*50*4KneestayPA1 2S355JRCFLC175*50*20*2.0PurlinPA2 4S355JRCFLC175*50*20*2.0PurlinPA3 2S355JRCFLC175*50*20*2.0PurlinPA4 4S355JRCFLC175*50*20*2.0PurlinPA5 1S355JRCFLC175*50*20*2.0PurlinPA6 1S355JRCFLC175*50*20*2.0PurlinPA7 1S355JRCFLC175*50*20*2.0PurlinPA8 3S355JRCFLC175*50*20*2.0PurlinPA9 1S355JRCFLC175*50*20*2.0PurlinPA10 1S355JRCFLC175*50*20*2.0PurlinPA11 1S355JRCFLC175*50*20*2.0PurlinPA12 2S355JRCFLC175*50*20*2.0PurlinPA13 1S355JRCFLC175*50*20*2.0PurlinPA14 3S355JRCFLC175*50*20*2.0PurlinPA15 1S355JRCFLC175*50*20*2.0PurlinPA16 1S355JRCFLC175*50*20*2.0PurlinPA17 1S355JRCFLC175*50*20*2.0PurlinPA18 2S355JRCFLC175*50*20*2.0PurlinPG1 2S355JRPLT1.2*604.6Plate GutterPG2 2S355JRPLT1.2*604.6Plate GutterPG3 2S355JRPLT1.2*604.6Plate GutterRA1 1S355JRUB254*146*37RafterRA2 1S355JRUB254*146*37RafterRA3 1S355JRUB254*146*37RafterRA4 1S355JRUB254*146*37RafterRA5 1S355JRUB254*146*37RafterRA6 1S355JRUB254*146*37RafterRA7 2S355JRUB254*146*37RafterRA8 1S355JRUB254*146*37RafterRA9 1S355JRUB254*146*37RafterSA1 16S355JRL40*40*4SagAngleSA2 4S355JRL40*40*4SagAngleSA3 4S355JRL40*40*4SagAngleSA4 3S355JRL40*40*4SagAngleSA5 1S355JRL40*40*4SagAngleSA6 15S355JRL40*40*4SagAngleSA7 1S355JRL40*40*4SagAngleSA8 1S355JRL40*40*4SagAngleSA9 3S355JRL40*40*4SagAngleSA10 4S355JRL40*40*4SagAngleSA11 4S355JRL40*40*4SagAngleSA12 16S355JRL40*40*4SagAngleSA13 4S355JRL40*40*4SagAngleMark Main part profile Grade Qty.Assembly Name

Prepared using Tekla Structures® (www.tekla.com) Unilever Portal frame structure_Rev.0 0G [1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTURE0

J.L

1:20 1:10

PROJECT NUMBER

P00764 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

1

2

D

C

B

Isometric ViewA

E

1

2

Roof Plan @ 7749.0

BA EDC

1

2

Plan +0.0

BA EDC

Detail B

Detail A

A1

C

Detail A(TYP COLUMN BASE CONNECTION)

+0.0

C

A - A

2

Detail B( TYP ROLLER DOOR COLUMN BASE CONNECTION)

- ALL STRUCTURAL STEEL GRADE S355JR.

- ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.

- STEELWORK FINISH TO BE ACCORDING TO ENGINEERS SPECIFICATION.

- SHOPDRAWINGS MUST BE APPROVED IN WRITING PRIOR TO FABRICATION.

- SITE MEASUREMENTS TO BE TAKEN BEFORE MANUFACTURE.

- ANY DISCREPANCIES OR VARIATIONS FROM ENGINEERS/ ARCHITECT MUST BE REPORTED.

6 750

KS1

PA1

CA1

GTA10

PA3

PG3

6 400

7 55

0

BR7

BR9

GTA3

BR5

BR6

BR9PA14

EvA3

BR7

SA1

BR8PA4

SA1SA1

BR5

BR8

BR7

BR7

GTA1

PA7

PA8RA4

PA8

PA8

PG1SA5

SA2

SA3

PG2

BR6

GTA15

RA1

BR8

BR7GTA17

SA1

SA11

EvA2SA4

GTA10PG3

CA3

PA1

PA13 SA3

PA2BR8

RA9EvA3

PA9

PA2

BR7KS2 SA1

SA1

SA2

KS1

GTA11

PA15

EvA2

PA4

KS2

PA14

RA8

PA14

CA4

BR7

BR7

KS1SA11

SA1

SA1

6 750

GTA2

SA1

RA6

CA5

PA12

PA5

PA12RA7

SA4

SA2

SA1

SA1

EvA2PA2

PG2

SA3PA2

PA10

CA2

PA11

PA3

KS1

KS1

6 750

PG1

SA11

SA1

RA5

GTA11

PA4EvA2

PA16

PA4KS1

RA7

CA5

KS1

KS1

PA17

SA4

KS2

RA3

GTA16

GTA15

SA3

SA2

SA1

SA1

EvA1

CL4

KS2

RA2SA11

SA1 SA1

EvA1

GTA4

PA18

PA6

PA18

6 750

6 750

5 000

6 400

7 55

0

DA2

700

CL2 DA1

CL3

700

CA3

CA4

2 375

6 750

CA2

CA5

HDGA1

2 375 2 000 2 375

CA1 DA4DA3

6 750

CA5

2 000 2 375

CL1DA3 DA4

HDGA1

250

125

125

125 125

250

4 ø 26 - M20 x 16

3016

2505429

175

420

100

4012

040

75

DA3

2 ø 22 - M16x10

http://www.tekla.com)
Page 19: Previouse Projects

Tekl

a St

ruct

ures

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

12.12.20151 0 Issued for Approval

BR1 1S355JRL60*60*6BracingBR2 1S355JRL60*60*6BracingBR3 1S355JRL60*60*6BracingBR4 1S355JRL60*60*6BracingBR5 2S355JRL60*60*6BracingBR6 2S355JRL60*60*6BracingBR7 4S355JRL60*60*6BracingBR8 3S355JRL60*60*6BracingBR9 2S355JRL60*60*6BracingBR10 1S355JRL60*60*6BracingBR11 1S355JRL60*60*6BracingCA1 1S355JRUC203*203*46ColumnCA2 1S355JRUC203*203*46ColumnCA3 1S355JRUC203*203*46ColumnCA4 1S355JRUC203*203*46ColumnCA5 2S355JRUC203*203*46ColumnCL1 1S355JRL70*70*6CleatCL2 1S355JRL70*70*6CleatCL3 1S355JRL70*70*6CleatCL4 1S355JRL70*70*6CleatCL5 6S355JRL70*70*6CleatDA1 1S355JRPC100*50Door ChannelDA2 1S355JRPC100*50Door ChannelDA3 2S355JRPC100*50Door ChannelDA4 2S355JRPC100*50Door ChannelDA5 2S355JRPC100*50Door ChannelDA6 1S355JRPC100*50Door ChannelEvA1 2S355JRCHS127*4.5EavesEvA2 4S355JRCHS127*4.5EavesEvA3 2S355JRCHS127*4.5EavesGTA1 1S355JRCFLC175*50*20*2.0GirtGTA2 3S355JRCFLC175*50*20*2.0GirtGTA3 5S355JRCFLC175*50*20*2.0GirtGTA4 5S355JRCFLC175*50*20*2.0GirtGTA5 4S355JRCFLC175*50*20*2.0GirtGTA6 4S355JRCFLC175*50*20*2.0GirtGTA7 2S355JRCFLC175*50*20*2.0GirtGTA8 3S355JRCFLC175*50*20*2.0GirtGTA9 1S355JRCFLC175*50*20*2.0GirtGTA10 8S355JRCFLC175*50*20*2.0GirtGTA11 10S355JRCFLC175*50*20*2.0GirtGTA12 2S355JRCFLC175*50*20*2.0GirtGTA13 6S355JRCFLC200*75*20*3.0GirtGTA14 2S355JRCFLC200*75*20*3.0GirtGTA15 2S355JRCFLC200*75*20*3.0GirtGTA16 1S355JRCFLC200*75*20*3.0GirtGTA17 1S355JRCFLC200*75*20*3.0GirtHD1 10S355JRD8R8 BarKS1 4S355JRL50*50*4KneestayKS2 2S355JRL50*50*4KneestayPA1 2S355JRCFLC175*50*20*2.0PurlinPA2 4S355JRCFLC175*50*20*2.0PurlinPA3 2S355JRCFLC175*50*20*2.0PurlinPA4 4S355JRCFLC175*50*20*2.0PurlinPA5 1S355JRCFLC175*50*20*2.0PurlinPA6 1S355JRCFLC175*50*20*2.0PurlinPA7 1S355JRCFLC175*50*20*2.0PurlinPA8 3S355JRCFLC175*50*20*2.0PurlinPA9 1S355JRCFLC175*50*20*2.0PurlinPA10 1S355JRCFLC175*50*20*2.0PurlinPA11 1S355JRCFLC175*50*20*2.0PurlinPA12 2S355JRCFLC175*50*20*2.0PurlinPA13 1S355JRCFLC175*50*20*2.0PurlinPA14 3S355JRCFLC175*50*20*2.0PurlinPA15 1S355JRCFLC175*50*20*2.0PurlinPA16 1S355JRCFLC175*50*20*2.0PurlinPA17 1S355JRCFLC175*50*20*2.0PurlinPA18 2S355JRCFLC175*50*20*2.0PurlinPG1 2S355JRPLT1.2*604.6Plate GutterPG2 2S355JRPLT1.2*604.6Plate GutterPG3 2S355JRPLT1.2*604.6Plate GutterRA1 1S355JRUB254*146*37RafterRA2 1S355JRUB254*146*37RafterRA3 1S355JRUB254*146*37RafterRA4 1S355JRUB254*146*37RafterRA5 1S355JRUB254*146*37RafterRA6 1S355JRUB254*146*37RafterRA7 2S355JRUB254*146*37RafterRA8 1S355JRUB254*146*37RafterRA9 1S355JRUB254*146*37RafterSA1 8S355JRL40*40*4SagAngleSA4 3S355JRL40*40*4SagAngleSA5 1S355JRL40*40*4SagAngleSA6 15S355JRL40*40*4SagAngleSA7 1S355JRL40*40*4SagAngleSA8 1S355JRL40*40*4SagAngleSA9 3S355JRL40*40*4SagAngleSA10 4S355JRL40*40*4SagAngleSA11 4S355JRL40*40*4SagAngleSA12 16S355JRL40*40*4SagAngleSA13 4S355JRL40*40*4SagAngleMark Main part profile Grade Qty.Assembly Name

Prepared using Tekla Structures® (www.tekla.com) Unilever Portal frame structure_Rev.0 0G [2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTURE0

J.L

1:15 1:10

PROJECT NUMBER

P00764 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1

DRAWING NUMBER

TS Model :

MK.

Grid E

C

+7749.0

+6768.0

12

+0.0 Detail C

+7749.0

+6768.0

+0.0

Grid C

Detail A

A

12

Detail B

+7749.0

+6768.0

+0.0

12

Grid A

+7749.0

+6768.0

+0.0

Grid 2

BA EDC

B

+7749.0

+6768.0

+0.0

Grid 1

DCBA E

+6768.0

C

A - A

+6768.0

1

Detail A

+7749.0

Detail B

2

B - B

+7749.0

+6768.0

E

C - C

D - D

2Detail C

768

1 50

01

500

1 50

01

500

1 01

2

GTA4

2 565 2 420 2 5657 550

PA11 PA17PA12

PG2

GTA16

6 76

8

SA13

SA12

SA12

SA12SA12

SA12

GTA13

CL1

GTA12

GTA12

GTA14

1 01

2

CL5

PA5

PA12

CL5

GTA2

GTA2

GTA2

KS2RA3

GTA13

GTA13GTA15

GTA4

CL5SA12

CL5

CL4

KS2

SA13

PG1

PA18 PA6

GTA4

GTA4

GTA4PA18

CL5

SA12

RA2

SA12CL5

6 59

919

6

342 1 100 1 100 1 100 133

GTA11

PA16PA1 PA3

PG3

RA7

3 50

0

1 50

0

DA5

PA4

658

1 50

0

GTA5

GTA5

3030

3030

7535

1 50

01

637

GTA10

GTA10

GTA10

PG3

PA2

PA2PA10

EvA2RA7

KS1

2 ø 18 - M16x45

GTA11

GTA11

GTA11

GTA11

PA4

KS1

EvA2

6 00

0

BR5

BR5

SA13

SA12

SA12

SA12

SA12

BR8

GTA8

GTA8

GTA9

GTA8

BR6

EvA3PA8

DA6

RA4

PG1

PA8PA8BR9

GTA1

BR7BR7

2 ø 18 - M16x45

SA12

GTA14

GTA13

GTA13

GTA13

SA12

SA12

GTA3

BR1

GTA3

GTA3

GTA3

BR4

BR9

RA1

BR6

PA14 PA14

GTA3

PA14

SA13

SA12

GTA17

GTA15

PA7PA13

BR8

BR7

BR7PG2

BR3EvA3

6 750

PA4

EvA2

PG3

6 400

6 76

8

GTA3

EvA3

GTA3

GTA3

BR2

BR11

SA6

GTA13

GTA14

GTA13

GTA13

CL3

BR4

SA10

SA7SA8

1 01

2

GTA15

PG2 BR3

RA1

GTA3SA6

SA1BR8 SA11

GTA3

GTA11

GTA11

GTA11

GTA11

SA10

SA6

BR6PA14RA8 GTA11

SA6

SA11

SA1

6 750

EvA2SA6

RA5

SA6GTA13

GTA11

GTA11

GTA11

SA10

SA6

GTA11

6 750

PG1RA7

GTA11

PA4

SA6

SA11

SA1

GTA4

GTA4

GTA4

GTA4

SA10

SA6

CL5

CL5

CL5GTA14

GTA13

GTA13

CL5

GTA4

PA18

EvA1

SA6

SA1 SA11

GTA15

CL4

RA2

6 76

81

012

PA8

GTA13

GTA13

GTA15

RA4

GTA14

CL2

2 375

6 750

PA12

DA5GTA2

GTA2

GTA2

700 5 000 700 6 750 2 375 2 000 2 375

6 750

EvA2

SA6

SA6

SA9

SA6

PG36

000

6 400

GTA13

GTA9

GTA8

GTA8

DA6

EvA3

GTA8

GTA1PG1

GTA10

GTA10

GTA10

GTA6

GTA6

GTA6

SA4

PA2RA9

GTA6

GTA10

6 750

GTA5

GTA10

GTA10

GTA10

GTA7

GTA5

GTA5

PG2

DA5

PA2RA7

3 50

0

SA9

GTA7

GTA5

EvA2 RA6

SA6

2 000 2 375

GTA13 CL5

CL5

CL1

SA9

SA6

GTA12

GTA12

3 50

0

EvA1

RA3

GTA15

GTA14

GTA13

GTA13

94 94

4060

25

38 65 38

378

472 472

KS1KS1

PA16

PA15

1 ø 14 - M12x30

1 ø 14 - M12x30

2 ø 18 - M16x352 ø 18 - M16x35 25 60

6025

100

150

100

100

956 12

5913

7

502GUTTER AND DOWN PIPE IS PER ARCHITECTURAL DRAWINGS

GTA11

PG3

EvA2

PA4RA7

4 ø 18 - M16x50

4 ø 18 - M16x50

2 ø 18 - M16x35

4 ø 18 - M16x60

100 25

6060

25

100

150

100

5210

3

865 865

PA3PA1

RA7

RA7

8 ø 18 - M16x50

2745

27

DA6

2 ø 14 - M12x35

GTA15

SA13

2 ø 14 - M12x30

2 ø 14 - M12x30

D

RA2

GTA16

4 ø 18 - M16x40

4 ø 18 - M16x35

5050

50 50

GTA16

RA2

PA18

RA2

4 ø 18 - M16x40

50 5050

50

CL1

CL1

CL1

2 ø 18 - M16x35

2 ø 18 - M16x35

http://www.tekla.com)
Page 20: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 1Phase 1 12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Column assembly marked CA1 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wC1 1 311.88.06749 S355JRUC203*203*46wCL4 5 8.50.3140 S355JRL125*75*8

wPL14 1 15.40.3350 S355JRPLT16*3508.6 335.7Total for 1 assembly 0A [CA.1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:15

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Column' required marked CA1

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6765 (UC203*203*46 x 6749)

16 6749

3529 3529

0 3084 6613

136

6749

612

6120

1500

2112

1500

3612

1500

5112

1500

6612

137

6749

6030

CA1 ( wC1 )

B

B

B

B

B

B

B

B

B

BA

A

Front View

45

6653 6653

0 96

6749

Top View125

125

wPL

14

A - A

Fron

t Vie

w

Top View

33 33

142 wCL4

B - B

Fron

t Vie

w

Top View

Page 21: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 1Phase 1 12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Column assembly marked CA2 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wC2 1 311.88.06749 S355JRUC203*203*46wCL4 5 8.50.3140 S355JRL125*75*8

wPL14 1 15.40.3350 S355JRPLT16*3508.6 335.7Total for 1 assembly 0A [CA.2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:15

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Column' required marked CA2

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6765 (UC203*203*46 x 6749)

16 6749

3534 3534

0 3079 6613

136

6749

612

6120

1500

2112

1500

3612

1500

5112

1500

6612

137

6749

6030

CA2 ( wC2 )

B

B

B

B

B

B

B

BA

AB

B

Front View

45

6653 6653

0 96

6749

Top View

33 33

142 wCL4

B - B

Fron

t Vie

w

Top View

125

125

wPL

14

A - A

Fron

t Vie

w

Top View

Page 22: Previouse Projects

Tekl

a St

ruct

ures

QtyPhase number & name

1 1Phase 1 12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Column assembly marked CA3 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wC3 1 311.88.06749 S355JRUC203*203*46wCL4 5 8.50.3140 S355JRL125*75*8

wPL14 1 15.40.3350 S355JRPLT16*3508.6 335.7Total for 1 assembly 0A [CA.3]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:15

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Column' required marked CA3

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6765 (UC203*203*46 x 6749)

16 6749

6029 6029

0 584 6613

136

6749

612

6120

1500

2112

1500

3612

150051

121500

6612

137

6749

6030

CA3 ( wC3 )

B

B

B

B

B

BA

AB

B

B

B

Front View

45

6653 6653

0 96

6749

Top View

33 33

142 wCL4

B - B

Fron

t Vie

w

Top View

125

125

wPL

14

A - A

Fron

t Vie

w

Top View

Page 23: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 1Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Cleat assembly marked CL2 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wC3 1 311.88.06749 S355JRUC203*203*46wCL3 9 11.50.5200 S355JRL70*70*6wCL4 5 8.50.3140 S355JRL125*75*8

wPL14 1 15.40.3350 S355JRPLT16*3509.0 347.2Total for 1 assembly 0A [CL.2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:15

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A2TS Model :

NO. MK.

1 'Cleat' required marked CL2

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6765

1500 6137

2x wCL3 NS 2x wCL3 NS 2x wCL3 NS

G

G

C

C

B

BF

FB

B

C

C

C

C

B

B

C

C

B

B

Front View

137

137

0 1500 1637

1500 3137

1500 4637

464 5307

200

130

130

0

30

160 40

200wCL3

CL2 ( wCL3 )

612 6749

wC3

wCL3

1300 200 1300 200 1300 200 1300 200

Top View

57

5931

Bottom View

35

150

150

0

50

200

B - B

Fron

t Vie

w

Top View

Bottom View

35

33

202

150

150

0

50

200

wCL4

C - C

Fron

t Vie

w

Top View

Bottom View35

33

202

150

150

0

50

200

wCL4

F - F

Fron

t Vie

w

Top View

Bottom View

125

125 w

PL14

G - G

Fron

t Vie

w

Top View

Bottom View

Page 24: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 1Phase 1

12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Cleat assembly marked CL3 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wC4 1 311.88.06749 S355JRUC203*203*46wCL3 9 11.50.5200 S355JRL70*70*6wCL4 5 8.50.3140 S355JRL125*75*8wPL4 1 1.00.0177 S355JRPLT6*115.6wPL7 1 2.30.1243 S355JRPLT6*202.1

wPL12 1 1.00.0166 S355JRPLT6*128.4wPL14 1 15.40.3350 S355JRPLT16*350

9.2 351.5Total for 1 assembly 0A [CL.3]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:10

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A2TS Model :

NO. MK.

1 'Cleat' required marked CL3

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6765

612 612

0

6091

200

160

160

0

40

200

CL3 ( wCL3 )G

GB

B E

EA

AF

F

C

C

F

F

Front View

wC4

1500 2112

1500 3612

1500 5112

1500 6612

137 6749

wCL3

wC

L3

2x wCL3 NS2x wCL3 NS2x wCL3 NS

3440 3525

130 3655

1300 200 1300 200 1300 200 1300

Top View

6361

51

510 34

85

200

5840

2432

2716

6371

28

6399

350 6749

57

6131

wPL4wPL7

wPL12

Bottom View

35

33

202

150

150

0

50

200

wCL4

F - F

Fron

t Vie

w

Top View

Bottom View

35

150

150

0

50

200

C - C

Fron

t Vie

w

Top View

Bottom View

125

125

3

wPL

14

A - A

Fron

t Vie

w

Top View

Bottom View

35

32

202

150

150

0

50

200

3

wCL4

E - E

Fron

t Vie

w

Top View

Bottom View

35

33

202

150

150

0

50

200

wCL4

B - B

Fron

t Vie

w

Top View

Bottom View

35

33

202

150

150

0

50

200

3

wCL4

G - G

Fron

t Vie

w

Top View

Bottom View

Page 25: Previouse Projects

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ures

QtyPhase number & name

1 1Phase 1

12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Rafter assembly marked RA5 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wCL4 4 6.80.2140 S355JRL125*75*8wH1 1 38.61.31233 S355JRUB254*146*31wH2 1 26.70.9853 S355JRUB254*146*31

wKS3 1 0.90.1280 S355JRL50*50*4wPL1 1 8.30.2550 S355JRPLT12*160wPL2 1 7.60.2505 S355JRPLT12*160wR1 1 143.04.13845 S355JRUB254*146*37

7.0 231.9Total for 1 assembly 0A [RA.5]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:7.5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A2TS Model :

NO. MK.

1 'Rafter' required marked RA5

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

3942 (UB254*146*37 x 3845)

85 3845 12

1442 1442

0 2403 3845

303 303

0 1139 1442

1139 2581

1139 3720

125 3845

wH1

RA5 ( wR1 )

wH2

A

A E

E

B

B

F

F

D

D

C

C

Front View

91 96

33 32

281

100

wKS3

wCL4

C - C

Fron

t Vie

w

33 32

100

wCL4

D - D

Fron

t Vie

w

100

35

wPL

2

F - F

Fron

t Vie

w

33 32

100

wCL4

B - B

Fron

t Vie

w

33 32

100

wCL4

E - E

Fron

t Vie

w

100

45

wPL

1

A - A

Fron

t Vie

w

Page 26: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 1Phase 1

12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Rafter assembly marked RA6 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wCL4 4 6.80.2140 S355JRL125*75*8wH1 1 38.61.31233 S355JRUB254*146*31wH2 1 26.70.9853 S355JRUB254*146*31

wKS3 1 0.90.1280 S355JRL50*50*4wPL1 1 8.30.2550 S355JRPLT12*160wPL2 1 7.60.2505 S355JRPLT12*160wR1 1 143.04.13845 S355JRUB254*146*37

7.0 231.9Total for 1 assembly 0A [RA.6]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:15

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Rafter' required marked RA6

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

3942 (UB254*146*37 x 3845)

85 3845 12

1439

14390

2405

3845

303 303

0 1139 1442

1139 2581

1139 3720

125

3845

wH1

RA6 ( wR1 )

wH2

A

A E

E

B

B

F

F

D

D

C

C

Front View

94 94

33 32

280

100

wCL4

wKS3

C - C

Fron

t Vie

w

33 32

100

wCL4

D - D

Fron

t Vie

w

100

35

wPL

2

F - F

Fron

t Vie

w

33 32

100

wCL4

B - B

Fron

t Vie

w

33 32

100

wCL4

E - E

Fron

t Vie

w

100

45

wPL

1

A - A

Fron

t Vie

w

Page 27: Previouse Projects

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ures

QtyPhase number & name

1 2Phase 1

12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Rafter assembly marked RA7 - a total of 2 are requiredLengthProfileMark No Paint area MassGrade

wCL4 4 6.80.2140 S355JRL125*75*8wH1 1 38.61.31233 S355JRUB254*146*31wH2 1 26.70.9853 S355JRUB254*146*31

wKS3 1 0.90.1280 S355JRL50*50*4wPL1 1 8.30.2550 S355JRPLT12*160wPL2 1 7.60.2505 S355JRPLT12*160wR1 1 143.04.13845 S355JRUB254*146*37

7.0 231.914.0 463.8Total for 2 assemblies

Sub-total for 1 assembly 0A [RA.7]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:15

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

2 'Rafters' required marked RA7

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

3942 (UB254*146*37 x 3845)

85 3845 12

1442 1442

0 2403 3845

303 303

0 1139 1442

1139 2581

1139 3720

125

3845

wH1

RA7 ( wR1 )

wH2

A

A E

E

B

B

F

F

D

D

C

C

Front View

94 94

33 32

281

100

wKS3

wCL4

C - C

Fron

t Vie

w

33 32

100

wCL4

D - D

Fron

t Vie

w

100

35

wPL

2

F - F

Fron

t Vie

w

33 32

100

wCL4

B - B

Fron

t Vie

w

33 32

100

wCL4

E - E

Fron

t Vie

w

100

45

wPL

1

A - A

Fron

t Vie

w

Page 28: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 1Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Bracing assembly marked BR1 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wBR1 1 39.21.77237 S355JRL60*60*6wPL9 1 3.90.1403 S355JRPLT6*207.2

1.8 43.2Total for 1 assembly 0A [BR.1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Bracing' required marked BR1

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

L60*60*6 x 7237

3517 3517

0 3720 7237

3658

36580

3580

7237

105

1050

7092

7197

40

7237

7162

55

175

30

BR1 ( wBR1 )wPL9

Front View

Page 29: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 1Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Bracing assembly marked BR3 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wBR3 1 37.31.66889 S355JRL60*60*6wPL8 1 4.30.2437 S355JRPLT6*210.4

1.8 41.7Total for 1 assembly 0A [BR.3]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Bracing' required marked BR3

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

L60*60*6 x 6889

3340 3340

0 3549 6889

3546

35460

3344

6889

105

1050

6749

6854

35

6889

6819

56

168

30

BR3 ( wBR3 )

wPL8

Front View

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QtyPhase number & name

1 1Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Door Channel assembly marked DA1 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wCL1 4 3.20.2209 S355JRL50*50*5wDC3 1 60.42.35982 S355JRPC100*50

wPL17 1 0.30.095 S355JRFL8*50wPL18 1 1.80.1200 S355JRPLT10*115

2.5 65.7Total for 1 assembly 0A [DA.1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Door Channel' required marked DA1

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6000 (PC100*50 x 5982)

8 5982 10

834 834

0 1500 2334

1500 3834

1500 5334

648 5982

DA1 ( wDC3 )

B

B

B

B

A

A

B

B

B

B

C

C

Front View

60

75

wPL

18

C - C

Fron

t Vie

w

234

25

wC

L1

B - B

Fron

t Vie

w

23

25

wPL17

A - A

Fron

t Vie

w

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QtyPhase number & name

1 1Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Door Channel assembly marked DA2 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wCL1 4 3.20.2209 S355JRL50*50*5wDC3 1 60.42.35982 S355JRPC100*50

wPL17 1 0.30.095 S355JRFL8*50wPL18 1 1.80.1200 S355JRPLT10*115

2.5 65.7Total for 1 assembly 0A [DA.2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Door Channel' required marked DA2

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6000 (PC100*50 x 5982)

10 5982 8

648 648

0 1500 2148

1500 3648

1500 5148

834 5982

DA2 ( wDC3 )

B

B

B

B

C

C

B

B

B

B

A

A

Front View

60

75

wPL

18

A - A

Fron

t Vie

w

234

25

wC

L1

B - B

Fron

t Vie

w

23

25

wPL17

C - C

Fron

t Vie

w

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QtyPhase number & name

1 2Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Eaves assembly marked EvA1 - a total of 2 are requiredLengthProfileMark No Paint area MassGrade

wEv1 1 89.92.76719 S355JRCHS127*4.5wPL19 1 2.30.1170 S355JRPLT10*170wPL20 1 2.30.1170 S355JRPLT10*170

2.8 94.45.6 188.8Total for 2 assemblies

Sub-total for 1 assembly 0A [EvA.1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:2.5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

2 'Eavess' required marked EvA1

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6739 (CHS127*4.5 x 6719)

10 6719 10

EvA1 ( wEv1 )

B

BA

A

Front View

60

60

wPL

20

A - A

Fron

t Vie

w

85

60

85

60

wPL

19

B - BFr

ont V

iew

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QtyPhase number & name

1 4Phase 1 12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Eaves assembly marked EvA2 - a total of 4 are requiredLengthProfileMark No Paint area MassGrade

wEv2 1 89.82.76718 S355JRCHS127*4.5wPL19 2 4.50.1170 S355JRPLT10*170

2.8 94.411.2 377.5Total for 4 assemblies

Sub-total for 1 assembly 0A [EvA.2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:2.5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

4 'Eavess' required marked EvA2

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

6738 (CHS127*4.5 x 6718)

10 6718 10

EvA2 ( wEv2 )

B

BA

A

Front View

60

60

wPL

19

A - A

Fron

t Vie

w

85

60

85

60

wPL

19

B - B

Fron

t Vie

w

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QtyPhase number & name

1 1Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Girt assembly marked GTA16 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wGT16 1 34.22.93946 S355JRCFLC200*75*20*wPL13 2 3.10.1180 S355JRPLT6*180

3.1 37.2Total for 1 assembly 0A [GTA.16]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Girt' required marked GTA16

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

CFLC200*75*20*3.0 x 3946

790

7900

2456

3245

701

3946

50

GTA16 ( wGT16 )

wPL13 wPL13

Front View

39

782

7820

2420

3202

743

3946

Top View

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ures

QtyPhase number & name

1 1Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Girt assembly marked GTA17 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wGT17 1 34.22.93946 S355JRCFLC200*75*20*wPL13 2 3.10.1180 S355JRPLT6*180

3.1 37.2Total for 1 assembly 0A [GTA.17]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

1 'Girt' required marked GTA17

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

CFLC200*75*20*3.0 x 3946

801

8010

2456

3256

690

3946

50

GTA17 ( wGT17 )

wPL13

wPL13

Front View

39

793 793

0 2420 3213

732 3946

Top View

Page 36: Previouse Projects

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ures

QtyPhase number & name

1 2Phase 1 12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Plate Gutter assembly marked PG1 - a total of 2 are requiredLengthProfileMark No Paint area MassGrade

wDP1 1 0.20.0100 S355JRTUBE70*1.2wPG2 1 68.314.512000 S355JRPLT1.2*604.6

14.6 68.529.1 137.1Total for 2 assemblies

Sub-total for 1 assembly 0A [PG.1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

2 'Plate Gutters' required marked PG1

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

12000

213

(wPG

2)

wD

P1

A

A

Front View

241

111

11813

Top View

11 0

212

213

A - A

Fron

t Vie

w

Top View

Page 37: Previouse Projects

Tekl

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ures

QtyPhase number & name

1 2Phase 1 12.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 Plate Gutter assembly marked PG2 - a total of 2 are requiredLengthProfileMark No Paint area MassGrade

wDP1 1 0.20.0100 S355JRTUBE70*1.2wPG3 1 68.314.512000 S355JRPLT1.2*604.6

14.6 68.529.1 137.1Total for 2 assemblies

Sub-total for 1 assembly 0A [PG.2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

2 'Plate Gutters' required marked PG2

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

12000

213

(wPG

3)

wD

P1

A

A

Front View

241

130

11813

Top View

11 0

212

213

A - A

Fron

t Vie

w

Top View

Page 38: Previouse Projects

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ures

QtyPhase number & name

1 16Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 SagAngle assembly marked SA1 - a total of 16 are requiredLengthProfileMark No Paint area MassGrade

wSA1 1 2.60.21086 S355JRL40*40*4wSC1 1 0.30.0100 S355JRL50*50*4wSC3 1 0.30.0100 S355JRL50*50*4

0.2 3.23.3 51.8Total for 16 assemblies

Sub-total for 1 assembly 0A [SA.1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:2.5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

16 'SagAngles' required marked SA1

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

1136 (L40*40*4 x 1086)

25 1086 25

SA1 ( wSA1 )

B

BA

A

Front View

25

0

25

25

1111

1086

wSC

3

wSC1

Top View

32

21

A - A

Fron

t Vie

w

Top View

32

21

B - B

Fron

t Vie

w

Top View

Page 39: Previouse Projects

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ures

QtyPhase number & name

1 4Phase 112.12.20151 0 Issued for Approval

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

Unilever Portal frame structure_Rev.0

Material list for 1 SagAngle assembly marked SA2 - a total of 4 are requiredLengthProfileMark No Paint area MassGrade

wSA2 1 2.60.21076 S355JRL40*40*4wSC1 1 0.30.0100 S355JRL50*50*4wSC5 1 0.60.0100 S355JRL70*70*6

0.2 3.50.9 14.2Total for 4 assemblies

Sub-total for 1 assembly 0A [SA.2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:2.5

PROJECT NUMBER

P00764 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

4 'SagAngles' required marked SA2

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

1136 (L40*40*4 x 1076)

25 1076 35

SA2 ( wSA2 )

B

BA

A

Front View

25

0

25

35 1111

1076

wSC

5

wSC1

Top View

33

21

A - A

Fron

t Vie

w

Top View

32

29

B - B

Fron

t Vie

w

Top View

Page 40: Previouse Projects

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©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

QtyPhase

2Phase 1

All profile notches to have 11mm radius unless noted otherwiseGeneral Notes: All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

Unilever Portal frame structure_Rev.0

12.12.20151 0 Issued for ApprovalThe part shown is required for the following assemblies:-

1 required in 1 'Door Channel' assembly marked DA11 required in 1 'Door Channel' assembly marked DA2

0W [wDC.3]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:2.5

PROJECT NUMBER

P00764 ChannelWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

wDC3 60.4PC100*50 2.35982S355JR4.611964 120.8

ProfileMark Grade Length MassPaint AreaMaterial list for 2 parts named 'Door Channel'

Total for 2 parts

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

PC100*50 x 5982

A

A

Front View

wDC3Back View

A - A

Fron

t Vie

w

Back

Vie

w

Page 41: Previouse Projects

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ures

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

QtyPhase

10Phase 1

All profile notches to have 11mm radius unless noted otherwiseGeneral Notes: All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

Unilever Portal frame structure_Rev.0

12.12.20151 0 Issued for Approval

The part shown is required for the following assemblies:- required in 2 'Rafter' assemblies marked RA72

1 required in 1 'Rafter' assembly marked RA11 required in 1 'Rafter' assembly marked RA21 required in 1 'Rafter' assembly marked RA31 required in 1 'Rafter' assembly marked RA41 required in 1 'Rafter' assembly marked RA51 required in 1 'Rafter' assembly marked RA61 required in 1 'Rafter' assembly marked RA81 required in 1 'Rafter' assembly marked RA9

0W [wH.1]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:7.5

PROJECT NUMBER

P00764 HaunchWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

wH1 38.6UB254*146*31 1.31233S355JR13.112335 386.1

ProfileMark Grade Length MassPaint AreaMaterial list for 10 parts named 'Haunch'

Total for 10 parts

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

249

55.5

100.

0

55.5

100.

0

992

UB254*146*31 x 1233

138

138

0 1

140

1 094 1 23

3

5

50

1 089

1 09

4

5

1 09

8

135

1 23

3

wH1

A

A

Front View

33

Top View

A - A

Fron

t Vie

w

Top View

Page 42: Previouse Projects

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a St

ruct

ures

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

QtyPhase

10Phase 1

All profile notches to have 11mm radius unless noted otherwiseGeneral Notes: All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

Unilever Portal frame structure_Rev.0

12.12.20151 0 Issued for Approval

The part shown is required for the following assemblies:- required in 2 'Rafter' assemblies marked RA72

1 required in 1 'Rafter' assembly marked RA11 required in 1 'Rafter' assembly marked RA21 required in 1 'Rafter' assembly marked RA31 required in 1 'Rafter' assembly marked RA41 required in 1 'Rafter' assembly marked RA51 required in 1 'Rafter' assembly marked RA61 required in 1 'Rafter' assembly marked RA81 required in 1 'Rafter' assembly marked RA9

0W [wH.2]

12.12.201512.12.2015Issued

Revised

SNM STEELWORKSSOUTH POLE

PORTAL FRAME STRUCTUREPTA

J.L

1:5

PROJECT NUMBER

P00764 HaunchWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A3TS Model :

NO. MK.

wH2 26.7UB254*146*31 0.9853S355JR9.18530 267.0

ProfileMark Grade Length MassPaint AreaMaterial list for 10 parts named 'Haunch'

Total for 10 parts

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

237

100.0

27.0

9

UB254*146*31 x 853

wH2A

A

Front View

A - A

Fron

t Vie

w

Page 43: Previouse Projects

TUTJA_drawing transmittal listDrawing Transmittal SlipIssued for ApprovalIssued to Johan Rev.0SNM STEELWORKSPTAPORTAL FRAME STRUCTURESOUTH POLE Page 1P00764 Date 12.12.2015 09:13:01-------------------------------------------------------------------------------Drawing types: A=Assembly W=Single Part G=GA M=Multi C=Cast Unit drawingDrawing Title Revision Rev Date Issued Size-------------------------------------------------------------------------------G [1] A1 General Arrangement Draw 0 12.12.2015 12.12.2015 A1G [2] A1 General Arrangement Draw 0 12.12.2015 12.12.2015 A1A [BR.1] Assembly 0 12.12.2015 12.12.2015 A3A [BR.3] Assembly 0 12.12.2015 12.12.2015 A3A [BR.5] Assembly 0 12.12.2015 12.12.2015 A3A [BR.6] Assembly 0 12.12.2015 12.12.2015 A3A [BR.9] Assembly 0 12.12.2015 12.12.2015 A3A [CA.1] Assembly 0 12.12.2015 12.12.2015 A3A [CA.2] Assembly 0 12.12.2015 12.12.2015 A3A [CA.3] Assembly 0 12.12.2015 12.12.2015 A3A [CA.4] Assembly 0 12.12.2015 12.12.2015 A0A [CA.5] Assembly 0 12.12.2015 12.12.2015 A3A [CL.1] Assembly 0 12.12.2015 12.12.2015 A2A [CL.2] Assembly 0 12.12.2015 12.12.2015 A2A [CL.3] Assembly 0 12.12.2015 12.12.2015 A2A [CL.4] Assembly 0 12.12.2015 12.12.2015 A2A [DA.1] Assembly 0 12.12.2015 12.12.2015 A3A [DA.2] Assembly 0 12.12.2015 12.12.2015 A3A [DA.3] Assembly 0 12.12.2015 12.12.2015 A3A [DA.4] Assembly 0 12.12.2015 12.12.2015 A3A [DA.5] Assembly 0 12.12.2015 12.12.2015 A3A [DA.6] Assembly 0 12.12.2015 12.12.2015 A3A [EvA.1] Assembly 0 12.12.2015 12.12.2015 A3A [EvA.2] Assembly 0 12.12.2015 12.12.2015 A3A [EvA.3] Assembly 0 12.12.2015 12.12.2015 A3A [GTA.16] Assembly 0 12.12.2015 12.12.2015 A3A [GTA.17] Assembly 0 12.12.2015 12.12.2015 A3A [HD.1] Assembly 0 12.12.2015 12.12.2015 A3A [PG.1] Assembly 0 12.12.2015 12.12.2015 A3A [PG.2] Assembly 0 12.12.2015 12.12.2015 A3A [RA.1] Assembly 0 12.12.2015 12.12.2015 A2A [RA.2] Assembly 0 12.12.2015 12.12.2015 A2A [RA.3] Assembly 0 12.12.2015 12.12.2015 A2A [RA.4] Assembly 0 12.12.2015 12.12.2015 A2A [RA.5] Assembly 0 12.12.2015 12.12.2015 A2A [RA.6] Assembly 0 12.12.2015 12.12.2015 A3A [RA.7] Assembly 0 12.12.2015 12.12.2015 A3A [RA.8] Assembly 0 12.12.2015 12.12.2015 A2A [RA.9] Assembly 0 12.12.2015 12.12.2015 A2

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TUTJA_drawing transmittal listA [SA.1] Assembly 0 12.12.2015 12.12.2015 A3A [SA.2] Assembly 0 12.12.2015 12.12.2015 A3A [SA.3] Assembly 0 12.12.2015 12.12.2015 A3A [SA.4] Assembly 0 12.12.2015 12.12.2015 A3A [SA.5] Assembly 0 12.12.2015 12.12.2015 A3A [SA.6] Assembly 0 12.12.2015 12.12.2015 A3A [SA.7] Assembly 0 12.12.2015 12.12.2015 A3A [SA.8] Assembly 0 12.12.2015 12.12.2015 A3�SOUTH POLE Page 2P00764 Date 12.12.2015 09:13:01-------------------------------------------------------------------------------Drawing types: A=Assembly W=Single Part G=GA M=Multi C=Cast Unit drawingDrawing Title Revision Rev Date Issued Size-------------------------------------------------------------------------------A [SA.9] Assembly 0 12.12.2015 12.12.2015 A3A [SA.10] Assembly 0 12.12.2015 12.12.2015 A3A [SA.11] Assembly 0 12.12.2015 12.12.2015 A3A [SA.12] Assembly 0 12.12.2015 12.12.2015 A3A [SA.13] Assembly 0 12.12.2015 12.12.2015 A3W [BR.2] Angle 0 12.12.2015 12.12.2015 A3W [BR.4] Angle 0 12.12.2015 12.12.2015 A3W [BR.7] Angle 0 12.12.2015 12.12.2015 A3W [BR.8] Angle 0 12.12.2015 12.12.2015 A3W [BR.10] Angle 0 12.12.2015 12.12.2015 A3W [BR.11] Angle 0 12.12.2015 12.12.2015 A3W [Bar.1] Profile 0 12.12.2015 12.12.2015 A3W [CL.5] Angle 0 12.12.2015 12.12.2015 A3W [GTA.1] Profile 0 12.12.2015 12.12.2015 A3W [GTA.2] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.3] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.4] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.5] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.6] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.7] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.8] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.9] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.10] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.11] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.12] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.13] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.14] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [GTA.15] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [HD.2] Profile 0 12.12.2015 12.12.2015 A3W [HD.3] Profile 0 12.12.2015 12.12.2015 A3W [KS.1] Angle 0 12.12.2015 12.12.2015 A3W [KS.2] Angle 0 12.12.2015 12.12.2015 A3W [PA.1] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.2] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.3] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.4] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.5] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.6] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3

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TUTJA_drawing transmittal listW [PA.7] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.8] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.9] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.10] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.11] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.12] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.13] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.14] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.15] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.16] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.17] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PA.18] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [PG.3] Plate 0 12.12.2015 12.12.2015 A3W [wBR.1] Angle 0 12.12.2015 12.12.2015 A3W [wBR.3] Angle 0 12.12.2015 12.12.2015 A3W [wBR.5] Angle 0 12.12.2015 12.12.2015 A3�SOUTH POLE Page 3P00764 Date 12.12.2015 09:13:01-------------------------------------------------------------------------------Drawing types: A=Assembly W=Single Part G=GA M=Multi C=Cast Unit drawingDrawing Title Revision Rev Date Issued Size-------------------------------------------------------------------------------W [wBR.8] Angle 0 12.12.2015 12.12.2015 A3W [wC.1] Profile 0 12.12.2015 12.12.2015 A3W [wC.2] Profile 0 12.12.2015 12.12.2015 A3W [wC.3] Profile 0 12.12.2015 12.12.2015 A3W [wC.4] Profile 0 12.12.2015 12.12.2015 A3W [wCL.1] Angle 0 12.12.2015 12.12.2015 A3W [wCL.2] Angle 0 12.12.2015 12.12.2015 A3W [wCL.3] Angle 0 12.12.2015 12.12.2015 A3W [wCL.4] Angle 0 12.12.2015 12.12.2015 A3W [wCL.5] Angle 0 12.12.2015 12.12.2015 A3W [wDC.1] Channel 0 12.12.2015 12.12.2015 A3W [wDC.2] Channel 0 12.12.2015 12.12.2015 A3W [wDC.3] Channel 0 12.12.2015 12.12.2015 A3W [wDC.4] Channel 0 12.12.2015 12.12.2015 A3W [wDP.1] Profile 0 12.12.2015 12.12.2015 A3W [wEv.1] Profile 0 12.12.2015 12.12.2015 A3W [wEv.2] Profile 0 12.12.2015 12.12.2015 A3W [wEv.3] Profile 0 12.12.2015 12.12.2015 A3W [wGT.16] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [wGT.17] Cold formed lipped channel 0 12.12.2015 12.12.2015 A3W [wH.1] Haunch 0 12.12.2015 12.12.2015 A3W [wH.2] Haunch 0 12.12.2015 12.12.2015 A3W [wKS.3] Angle 0 12.12.2015 12.12.2015 A3W [wPG.2] Plate 0 12.12.2015 12.12.2015 A3W [wPG.3] Plate 0 12.12.2015 12.12.2015 A3W [wPL.1] Plate 0 12.12.2015 12.12.2015 A3W [wPL.2] Plate 0 12.12.2015 12.12.2015 A3W [wPL.3] Plate 0 12.12.2015 12.12.2015 A3W [wPL.4] Plate 0 12.12.2015 12.12.2015 A3W [wPL.5] Plate 0 12.12.2015 12.12.2015 A3

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TUTJA_drawing transmittal listW [wPL.6] Plate 0 12.12.2015 12.12.2015 A3W [wPL.7] Plate 0 12.12.2015 12.12.2015 A3W [wPL.8] Plate 0 12.12.2015 12.12.2015 A3W [wPL.9] Plate 0 12.12.2015 12.12.2015 A3W [wPL.10] Plate 0 12.12.2015 12.12.2015 A3W [wPL.11] Plate 0 12.12.2015 12.12.2015 A3W [wPL.12] Plate 0 12.12.2015 12.12.2015 A3W [wPL.13] Plate 0 12.12.2015 12.12.2015 A3W [wPL.14] Plate 0 12.12.2015 12.12.2015 A3W [wPL.15] Plate 0 12.12.2015 12.12.2015 A3W [wPL.16] Plate 0 12.12.2015 12.12.2015 A3W [wPL.17] Plate 0 12.12.2015 12.12.2015 A3W [wPL.18] Plate 0 12.12.2015 12.12.2015 A3W [wPL.19] Plate 0 12.12.2015 12.12.2015 A3W [wPL.20] Plate 0 12.12.2015 12.12.2015 A3W [wR.1] Profile 0 12.12.2015 12.12.2015 A3W [wSA.1] Angle 0 12.12.2015 12.12.2015 A3W [wSA.2] Angle 0 12.12.2015 12.12.2015 A3W [wSA.3] Angle 0 12.12.2015 12.12.2015 A3W [wSA.4] Angle 0 12.12.2015 12.12.2015 A3W [wSA.5] Angle 0 12.12.2015 12.12.2015 A3W [wSA.6] Angle 0 12.12.2015 12.12.2015 A3W [wSA.7] Angle 0 12.12.2015 12.12.2015 A3W [wSA.8] Angle 0 12.12.2015 12.12.2015 A3�SOUTH POLE Page 4P00764 Date 12.12.2015 09:13:01-------------------------------------------------------------------------------Drawing types: A=Assembly W=Single Part G=GA M=Multi C=Cast Unit drawingDrawing Title Revision Rev Date Issued Size-------------------------------------------------------------------------------W [wSA.9] Angle 0 12.12.2015 12.12.2015 A3W [wSA.10] Angle 0 12.12.2015 12.12.2015 A3W [wSA.11] Angle 0 12.12.2015 12.12.2015 A3W [wSC.1] Angle 0 12.12.2015 12.12.2015 A3W [wSC.2] Angle 0 12.12.2015 12.12.2015 A3W [wSC.3] Angle 0 12.12.2015 12.12.2015 A3W [wSC.4] Angle 0 12.12.2015 12.12.2015 A3W [wSC.5] Angle 0 12.12.2015 12.12.2015 A3-------------------------------------------------------------------------------Received by

Signature Date received:

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TUTJA_material_list_gMaterial List (Gross)Issued for ApprovalIssued to Johan Rev.0SNM STEELWORKSPTAPORTAL FRAME STRUCTURESOUTH POLE Page 1P00764 Date 12.12.2015 09:13:0-------------------------------------------------------------------------------Profile Length No Material Paint Area Mass-------------------------------------------------------------------------------D20 520 40 COMPONENT 0.0 0.0 Profile total 20800 40 1.3 0.0-------------------------------------------------------------------------------UC203*203*46 6749 10 S355JR 8.0 311.8 Profile total 67492 10 80.1 3118.1-------------------------------------------------------------------------------UB254*146*37 3845 10 S355JR 4.1 143.0 Profile total 38447 10 41.2 1430.2-------------------------------------------------------------------------------UB254*146*31 1233 10 S355JR 1.3 38.6UB254*146*31 853 10 S355JR 0.9 26.7 Profile total 20865 20 22.2 653.1-------------------------------------------------------------------------------TUBE70*1.2 100 4 S355JR 0.0 0.2 Profile total 400 4 0.1 0.8-------------------------------------------------------------------------------PLT16*350 350 10 S355JR 0.3 15.4 Profile total 3500 10 2.7 153.9-------------------------------------------------------------------------------PLT12*160 550 10 S355JR 0.2 8.3PLT12*160 505 10 S355JR 0.2 7.6 Profile total 10550 20 3.7 159.0-------------------------------------------------------------------------------PLT10*170 170 16 S355JR 0.1 2.3 Profile total 2720 16 1.0 36.3-------------------------------------------------------------------------------PLT10*115 200 6 S355JR 0.1 1.8 Profile total 1200 6 0.3 10.8-------------------------------------------------------------------------------PLT6*210.4 437 1 S355JR 0.2 4.3 Profile total 437 1 0.2 4.3-------------------------------------------------------------------------------PLT6*207.2 403 1 S355JR 0.1 3.9 Profile total 403 1 0.1 3.9-------------------------------------------------------------------------------PLT6*203.9 243 1 S355JR 0.1 2.3 Profile total 243 1 0.1 2.3-------------------------------------------------------------------------------PLT6*202.1 243 1 S355JR 0.1 2.3 Profile total 243 1 0.1 2.3

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TUTJA_material_list_g-------------------------------------------------------------------------------PLT6*180 180 8 S355JR 0.1 1.5 Profile total 1440 8 0.6 12.2-------------------------------------------------------------------------------PLT6*175.5 675 6 S355JR 0.2 5.6 Profile total 4052 6 1.4 33.5-------------------------------------------------------------------------------PLT6*167.2 306 8 S355JR 0.1 2.4�SOUTH POLE Page 2P00764 Date 12.12.2015 09:13:0-------------------------------------------------------------------------------Profile Length No Material Paint Area Mass------------------------------------------------------------------------------- Profile total 2445 8 0.9 19.3-------------------------------------------------------------------------------PLT6*128.4 166 1 S355JR 0.0 1.0 Profile total 166 1 0.0 1.0-------------------------------------------------------------------------------PLT6*127.6 166 1 S355JR 0.0 1.0 Profile total 166 1 0.0 1.0-------------------------------------------------------------------------------PLT6*115.6 177 2 S355JR 0.0 1.0 Profile total 355 2 0.1 1.9-------------------------------------------------------------------------------PLT6*87.6 171 8 S355JR 0.0 0.7 Profile total 1366 8 0.2 5.6-------------------------------------------------------------------------------PLT1.2*604.6 12000 4 S355JR 14.5 68.3PLT1.2*604.6 3023 2 S355JR 3.7 17.2 Profile total 54046 6 65.5 307.8-------------------------------------------------------------------------------PC100*50 6727 2 S355JR 2.6 67.9PC100*50 6377 1 S355JR 2.4 64.4PC100*50 5982 2 S355JR 2.3 60.4PC100*50 3482 4 S355JR 1.3 35.2 Profile total 45722 9 17.5 461.8-------------------------------------------------------------------------------M20_NUT 21 80 S355JR 0.0 0.1 Profile total 1680 80 0.0 10.3-------------------------------------------------------------------------------L125*75*8 140 90 S355JR 0.1 1.7 Profile total 12600 90 4.9 153.7-------------------------------------------------------------------------------L70*70*6 200 36 S355JR 0.1 1.3L70*70*6 100 8 S355JR 0.0 0.6L70*70*6 96 4 S355JR 0.0 0.6 Profile total 8386 48 2.3 53.5-------------------------------------------------------------------------------L60*60*6 7237 1 S355JR 1.7 39.2L60*60*6 6889 1 S355JR 1.6 37.3L60*60*6 6303 4 S355JR 1.5 34.2L60*60*6 6163 2 S355JR 1.4 33.4

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TUTJA_material_list_gL60*60*6 3576 1 S355JR 0.8 19.4L60*60*6 3529 1 S355JR 0.8 19.1L60*60*6 3386 1 S355JR 0.8 18.4L60*60*6 3341 1 S355JR 0.8 18.1L60*60*6 3024 4 S355JR 0.7 16.4L60*60*6 2884 8 S355JR 0.7 15.6 Profile total 100666 24 23.5 545.6-------------------------------------------------------------------------------L50*50*5 209 16 S355JR 0.0 0.8 Profile total 3346 16 0.6 12.6-------------------------------------------------------------------------------L50*50*4 595 8 S355JR 0.1 1.8L50*50*4 434 4 S355JR 0.1 1.3L50*50*4 280 4 S355JR 0.1 0.9L50*50*4 110 2 S355JR 0.0 0.3L50*50*4 100 142 S355JR 0.0 0.3�SOUTH POLE Page 3P00764 Date 12.12.2015 09:13:0-------------------------------------------------------------------------------Profile Length No Material Paint Area Mass------------------------------------------------------------------------------- Profile total 22040 160 4.3 67.4-------------------------------------------------------------------------------L40*40*4 1450 7 S355JR 0.2 3.5L40*40*4 1447 17 S355JR 0.2 3.5L40*40*4 1260 16 S355JR 0.2 3.0L40*40*4 1086 16 S355JR 0.2 2.6L40*40*4 1076 8 S355JR 0.2 2.6L40*40*4 515 8 S355JR 0.1 1.2L40*40*4 410 4 S355JR 0.1 1.0L40*40*4 139 1 S355JR 0.0 0.3L40*40*4 136 7 S355JR 0.0 0.3 Profile total 87732 84 13.6 212.3-------------------------------------------------------------------------------FL8*130 160 2 S355JR 0.0 1.3 Profile total 320 2 0.1 2.6-------------------------------------------------------------------------------FL8*110 120 4 S355JR 0.0 0.8 Profile total 480 4 0.1 3.3-------------------------------------------------------------------------------FL8*50 95 6 S355JR 0.0 0.3 Profile total 570 6 0.1 1.8-------------------------------------------------------------------------------FL6*80 80 4 S355JR 0.0 0.3 Profile total 320 4 0.1 1.2-------------------------------------------------------------------------------D40 5 80 S355JR 0.0 0.0 Profile total 400 80 0.2 3.8-------------------------------------------------------------------------------D8 330 80 S355JR 0.0 0.1 Profile total 26400 80 0.7 9.4-------------------------------------------------------------------------------

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TUTJA_material_list_gCHS127*4.5 6719 2 S355JR 2.7 89.9CHS127*4.5 6718 4 S355JR 2.7 89.8CHS127*4.5 6369 2 S355JR 2.5 85.2 Profile total 53049 8 21.1 709.4-------------------------------------------------------------------------------CFLC200*75*20*3.0 7753 10 S355JR 5.7 67.1CFLC200*75*20*3.0 3946 2 S355JR 2.9 34.2 Profile total 85424 12 63.3 739.8-------------------------------------------------------------------------------CFLC175*50*20*2.0 6932 16 S355JR 4.2 32.6CFLC175*50*20*2.0 6740 34 S355JR 4.1 31.7CFLC175*50*20*2.0 6582 14 S355JR 4.0 31.0CFLC175*50*20*2.0 2562 2 S355JR 1.5 12.1CFLC175*50*20*2.0 2370 6 S355JR 1.4 11.2CFLC175*50*20*2.0 887 3 S355JR 0.5 4.2CFLC175*50*20*2.0 882 1 S355JR 0.5 4.2CFLC175*50*20*2.0 695 4 S355JR 0.4 3.3 Profile total 457887 80 276.7 2156.6-------------------------------------------------------------------------------Total of 967 parts, paint area of 650.8 m2 and mass of 11102.6 kg.

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TUTJA_part_list_gPart List (Gross)Issued for ApprovalIssued to Johan Rev.0SNM STEELWORKSPTAPORTAL FRAME STRUCTURESOUTH POLE Page 1P00764 Date 12.12.2015 09:13:07 ------------------------------------------------------------------------------Part mark No Profile Length Material Paint Area Mass-------------------------------------------------------------------------------BR2 1 L60*60*6 3529 S355JR 0.8 19.1BR4 1 L60*60*6 3341 S355JR 0.8 18.1BR7 8 L60*60*6 2884 S355JR 0.7 15.6BR8 4 L60*60*6 3024 S355JR 0.7 16.4BR10 1 L60*60*6 3576 S355JR 0.8 19.4BR11 1 L60*60*6 3386 S355JR 0.8 18.4Bar1 80 D8 330 S355JR 0.0 0.1CL5 6 L70*70*6 200 S355JR 0.1 1.3GTA1 1 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0GTA2 3 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6GTA3 5 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0GTA4 5 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6GTA5 4 CFLC175*50*20*2.0 2370 S355JR 1.4 11.2GTA6 4 CFLC175*50*20*2.0 695 S355JR 0.4 3.3GTA7 2 CFLC175*50*20*2.0 2370 S355JR 1.4 11.2GTA8 3 CFLC175*50*20*2.0 887 S355JR 0.5 4.2GTA9 1 CFLC175*50*20*2.0 882 S355JR 0.5 4.2GTA10 8 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7GTA11 10 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7GTA12 2 CFLC175*50*20*2.0 2562 S355JR 1.5 12.1GTA13 6 CFLC200*75*20*3.0 7753 S355JR 5.7 67.1GTA14 2 CFLC200*75*20*3.0 7753 S355JR 5.7 67.1GTA15 2 CFLC200*75*20*3.0 7753 S355JR 5.7 67.1HD1 40 D20 520 COMPONENT 0.0 0.0HD2 80 D40 5 S355JR 0.0 0.0HD3 80 M20_NUT 21 S355JR 0.0 0.1KS1 8 L50*50*4 595 S355JR 0.1 1.8KS2 4 L50*50*4 434 S355JR 0.1 1.3PA1 2 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA2 4 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA3 2 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA4 4 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA5 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA6 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA7 1 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0PA8 3 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0PA9 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA10 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA11 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA12 2 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6

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TUTJA_part_list_gPA13 1 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0PA14 3 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0PA15 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA16 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA17 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA18 2 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PG3 2 PLT1.2*604.6 3023 S355JR 3.7 17.2wBR1 1 L60*60*6 7237 S355JR 1.7 39.2�SOUTH POLE Page 2P00764 Date 12.12.2015 09:13:07 ------------------------------------------------------------------------------Part mark No Profile Length Material Paint Area Mass-------------------------------------------------------------------------------wBR3 1 L60*60*6 6889 S355JR 1.6 37.3wBR5 4 L60*60*6 6303 S355JR 1.5 34.2wBR8 2 L60*60*6 6163 S355JR 1.4 33.4wC1 2 UC203*203*46 6749 S355JR 8.0 311.8wC2 1 UC203*203*46 6749 S355JR 8.0 311.8wC3 2 UC203*203*46 6749 S355JR 8.0 311.8wC4 5 UC203*203*46 6749 S355JR 8.0 311.8wCL1 16 L50*50*5 209 S355JR 0.0 0.8wCL2 4 L70*70*6 96 S355JR 0.0 0.6wCL3 30 L70*70*6 200 S355JR 0.1 1.3wCL4 89 L125*75*8 140 S355JR 0.1 1.7wCL5 1 L125*75*8 140 S355JR 0.1 1.7wDC1 2 PC100*50 6727 S355JR 2.6 67.9wDC2 1 PC100*50 6377 S355JR 2.4 64.4wDC3 2 PC100*50 5982 S355JR 2.3 60.4wDC4 4 PC100*50 3482 S355JR 1.3 35.2wDP1 4 TUBE70*1.2 100 S355JR 0.0 0.2wEv1 2 CHS127*4.5 6719 S355JR 2.7 89.9wEv2 4 CHS127*4.5 6718 S355JR 2.7 89.8wEv3 2 CHS127*4.5 6369 S355JR 2.5 85.2wGT16 1 CFLC200*75*20*3.0 3946 S355JR 2.9 34.2wGT17 1 CFLC200*75*20*3.0 3946 S355JR 2.9 34.2wH1 10 UB254*146*31 1233 S355JR 1.3 38.6wH2 10 UB254*146*31 853 S355JR 0.9 26.7wKS3 4 L50*50*4 280 S355JR 0.1 0.9wPG2 2 PLT1.2*604.6 12000 S355JR 14.5 68.3wPG3 2 PLT1.2*604.6 12000 S355JR 14.5 68.3wPL1 10 PLT12*160 550 S355JR 0.2 8.3wPL2 10 PLT12*160 505 S355JR 0.2 7.6wPL3 4 FL6*80 80 S355JR 0.0 0.3wPL4 2 PLT6*115.6 177 S355JR 0.0 1.0wPL5 8 PLT6*87.6 171 S355JR 0.0 0.7wPL6 1 PLT6*203.9 243 S355JR 0.1 2.3wPL7 1 PLT6*202.1 243 S355JR 0.1 2.3wPL8 1 PLT6*210.4 437 S355JR 0.2 4.3wPL9 1 PLT6*207.2 403 S355JR 0.1 3.9wPL10 6 PLT6*175.5 675 S355JR 0.2 5.6wPL11 8 PLT6*167.2 306 S355JR 0.1 2.4wPL12 2 PLT6*127.6 166 S355JR 0.0 1.0

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TUTJA_part_list_gwPL13 8 PLT6*180 180 S355JR 0.1 1.5wPL14 10 PLT16*350 350 S355JR 0.3 15.4wPL15 2 FL8*130 160 S355JR 0.0 1.3wPL16 4 FL8*110 120 S355JR 0.0 0.8wPL17 6 FL8*50 95 S355JR 0.0 0.3wPL18 6 PLT10*115 200 S355JR 0.1 1.8wPL19 12 PLT10*170 170 S355JR 0.1 2.3wPL20 4 PLT10*170 170 S355JR 0.1 2.3wR1 10 UB254*146*37 3845 S355JR 4.1 143.0wSA1 16 L40*40*4 1086 S355JR 0.2 2.6wSA2 8 L40*40*4 1076 S355JR 0.2 2.6wSA3 4 L40*40*4 515 S355JR 0.1 1.2wSA4 3 L40*40*4 136 S355JR 0.0 0.3wSA5 1 L40*40*4 139 S355JR 0.0 0.3wSA6 17 L40*40*4 1447 S355JR 0.2 3.5wSA7 7 L40*40*4 1450 S355JR 0.2 3.5�SOUTH POLE Page 3P00764 Date 12.12.2015 09:13:07 ------------------------------------------------------------------------------Part mark No Profile Length Material Paint Area Mass-------------------------------------------------------------------------------wSA8 4 L40*40*4 136 S355JR 0.0 0.3wSA9 4 L40*40*4 515 S355JR 0.1 1.2wSA10 16 L40*40*4 1260 S355JR 0.2 3.0wSA11 4 L40*40*4 410 S355JR 0.1 1.0wSC1 55 L50*50*4 100 S355JR 0.0 0.3wSC2 1 L50*50*4 110 S355JR 0.0 0.3wSC3 87 L50*50*4 100 S355JR 0.0 0.3wSC4 1 L50*50*4 110 S355JR 0.0 0.3wSC5 8 L70*70*6 100 S355JR 0.0 0.6-------------------------------------------------------------------------------Total of 967 parts, paint area of 650.8 m2 and mass of 11102.6 kg.

Page 3

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TUTJA_bolt_list_completeBolt, Nut and Washer Summary ListIssued for ApprovalIssued to Johan Rev.0SNM STEELWORKSPTAPORTAL FRAME STRUCTURE

SOUTH POLE Page 1P00764 Date 12.12.2015 09:12:5------------------------------------------------------------------------------- No Description------------------------------------------------------------------------------- 164 M12 30 Grade 4.8XOX bolts Site 100 M12 35 Grade 4.8XOX bolts Site 72 M16 35 Grade 4.8XOX bolts Site 24 M16 40 Grade 4.8XOX bolts Site 12 M12 35 Grade 8.8XOX bolts Site 360 M16 35 Grade 8.8XOX bolts Site 88 M16 40 Grade 8.8XOX bolts Site 24 M16 45 Grade 8.8XOX bolts Site 122 M16 50 Grade 8.8XOX bolts Site 24 M16 60 Grade 8.8XOX bolts Site 990 - bolts in total------------------------------------------------------------------------------- 618 M16 Grade GR8-HEX nuts Site 12 M12 Grade GR8-HEX nuts Site 96 M16 Grade GR4-HEX nuts Site 264 M12 Grade GR4-HEX nuts Site 990 - nuts in total------------------------------------------------------------------------------- 276 M12 Washers (inner diameter 14) 714 M16 Washers (inner diameter 18) 990 - washers in total-------------------------------------------------------------------------------

Page 1

Page 55: Previouse Projects

TUTJA_assembly_loading_list_gAssembly Loading List (Gross)Issued for ApprovalIssued to Johan Rev.0SNM STEELWORKSPTAPORTAL FRAME STRUCTURESOUTH POLE Page 1P00764 Date 12.12.2015 09:12:5-------------------------------------------------------------------------------Assembly No Main part profile and length Main material Paint Area Mass-------------------------------------------------------------------------------BR1 1 L60*60*6 7237 S355JR 1.8 43.2BR2 1 L60*60*6 3529 S355JR 0.8 19.1BR3 1 L60*60*6 6889 S355JR 1.8 41.7BR4 1 L60*60*6 3341 S355JR 0.8 18.1BR5 2 L60*60*6 6303 S355JR 1.7 39.7BR6 2 L60*60*6 6303 S355JR 1.7 39.7BR7 8 L60*60*6 2884 S355JR 0.7 15.6BR8 4 L60*60*6 3023 S355JR 0.7 16.4BR9 2 L60*60*6 6163 S355JR 1.7 39.0BR10 1 L60*60*6 3575 S355JR 0.8 19.4BR11 1 L60*60*6 3386 S355JR 0.8 18.4CA1 1 UC203*203*46 6749 S355JR 8.6 335.7CA2 1 UC203*203*46 6749 S355JR 8.6 335.7CA3 1 UC203*203*46 6749 S355JR 8.6 335.7CA4 1 UC203*203*46 6749 S355JR 8.7 340.0CA5 2 UC203*203*46 6749 S355JR 8.6 335.7CL1 1 L70*70*6 200 S355JR 8.9 344.7CL2 1 L70*70*6 200 S355JR 9.0 347.2CL3 1 L70*70*6 200 S355JR 9.2 351.5CL4 1 L70*70*6 200 S355JR 8.8 342.1CL5 6 L70*70*6 200 S355JR 0.1 1.3DA1 1 PC100*50 5982 S355JR 2.5 65.7DA2 1 PC100*50 5982 S355JR 2.5 65.7DA3 2 PC100*50 3482 S355JR 1.5 38.8DA4 2 PC100*50 3482 S355JR 1.5 38.8DA5 2 PC100*50 6726 S355JR 2.7 70.1DA6 1 PC100*50 6376 S355JR 2.5 66.1EvA1 2 CHS127*4.5 6719 S355JR 2.8 94.4EvA2 4 CHS127*4.5 6718 S355JR 2.8 94.4EvA3 2 CHS127*4.5 6369 S355JR 2.7 89.7GTA1 1 CFLC175*50*20*2.0 6581 S355JR 4.0 31.0GTA2 3 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6GTA3 5 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0GTA4 5 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6GTA5 4 CFLC175*50*20*2.0 2370 S355JR 1.4 11.2GTA6 4 CFLC175*50*20*2.0 694 S355JR 0.4 3.3GTA7 2 CFLC175*50*20*2.0 2369 S355JR 1.4 11.2GTA8 3 CFLC175*50*20*2.0 887 S355JR 0.5 4.2GTA9 1 CFLC175*50*20*2.0 882 S355JR 0.5 4.2GTA10 8 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7

Page 1

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TUTJA_assembly_loading_list_gGTA11 10 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7GTA12 2 CFLC175*50*20*2.0 2561 S355JR 1.5 12.1GTA13 6 CFLC200*75*20*3.0 7753 S355JR 5.7 67.1GTA14 2 CFLC200*75*20*3.0 7753 S355JR 5.7 67.1GTA15 2 CFLC200*75*20*3.0 7753 S355JR 5.7 67.1GTA16 1 CFLC200*75*20*3.0 3945 S355JR 3.1 37.2GTA17 1 CFLC200*75*20*3.0 3945 S355JR 3.1 37.2HD1 10 D8 330 S355JR 0.2 2.3�SOUTH POLE Page 2P00764 Date 12.12.2015 09:12:5-------------------------------------------------------------------------------Assembly No Main part profile and length Main material Paint Area Mass-------------------------------------------------------------------------------KS1 8 L50*50*4 595 S355JR 0.1 1.8KS2 4 L50*50*4 434 S355JR 0.1 1.3PA1 2 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA2 4 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA3 2 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA4 4 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA5 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA6 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA7 1 CFLC175*50*20*2.0 6581 S355JR 4.0 31.0PA8 3 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0PA9 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA10 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA11 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA12 2 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA13 1 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0PA14 3 CFLC175*50*20*2.0 6582 S355JR 4.0 31.0PA15 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA16 1 CFLC175*50*20*2.0 6740 S355JR 4.1 31.7PA17 1 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PA18 2 CFLC175*50*20*2.0 6932 S355JR 4.2 32.6PG1 2 PLT1.2*604.6 12000 S355JR 14.6 68.5PG2 2 PLT1.2*604.6 12000 S355JR 14.6 68.5PG3 2 PLT1.2*604.6 3023 S355JR 3.7 17.2RA1 1 UB254*146*37 3844 S355JR 7.3 239.4RA2 1 UB254*146*37 3844 S355JR 7.0 233.5RA3 1 UB254*146*37 3844 S355JR 7.0 233.5RA4 1 UB254*146*37 3844 S355JR 7.3 239.4RA5 1 UB254*146*37 3844 S355JR 7.0 231.9RA6 1 UB254*146*37 3844 S355JR 7.0 231.9RA7 2 UB254*146*37 3844 S355JR 7.0 231.9RA8 1 UB254*146*37 3844 S355JR 7.2 237.6RA9 1 UB254*146*37 3844 S355JR 7.2 237.6SA1 16 L40*40*4 1085 S355JR 0.2 3.2SA2 4 L40*40*4 1075 S355JR 0.2 3.5SA3 4 L40*40*4 1075 S355JR 0.2 3.5SA4 3 L40*40*4 514 S355JR 0.1 2.2SA5 1 L40*40*4 138 S355JR 0.1 2.2SA6 15 L40*40*4 1447 S355JR 0.3 4.1SA7 1 L40*40*4 1447 S355JR 0.3 4.1

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TUTJA_assembly_loading_list_gSA8 1 L40*40*4 1447 S355JR 0.3 4.1SA9 3 L40*40*4 1449 S355JR 0.3 4.1SA10 4 L40*40*4 1449 S355JR 0.3 4.1SA11 4 L40*40*4 514 S355JR 0.1 2.2SA12 16 L40*40*4 1260 S355JR 0.2 3.7SA13 4 L40*40*4 410 S355JR 0.1 1.6-------------------------------------------------------------------------------Total of 263 assemblies, paint area of 650.8 m2 and mass of 11102.6 kg.

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Tekl

a St

ruct

ures

BA1 1S355JRUC203*203*52BeamBA2 1S355JRUC203*203*52BeamBA3 1S355JRUC203*203*52BeamBA4 1S355JRUC203*203*52BeamBA5 1S355JRUC203*203*52BeamBA6 1S355JRUC203*203*52BeamBA8 2S355JRUC203*203*52BeamBA9 2S355JRUC203*203*52BeamBA10 2S355JRUC203*203*52BeamBA11 4S355JRUC203*203*52BeamBA12 2S355JRUC203*203*52BeamBA14 1S355JRRHS60*40*3.0RectangularTU005-S-SUB1 1S355JRRHS60*40*3.0PANELTU005-S-SUB2 1S355JRRHS60*40*3.0PANELTU005-S-SUB3 1S355JRRHS60*40*3.0PANELTU005-S-SUB4 15S355JRPLT6*1045PANELTU005-S-SUB5 1S355JRRHS60*40*3.0PANELTU005-S-SUB6 1S355JRPLT6*1045PANELTU005-S_SUB2 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB3 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB7 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB8 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB9 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB10 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB11 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB15 1S355JRPLT4*70SupportTU005-S_SUB17 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB18 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB19 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB20 1S355JRCHS127.0*3.0PIPE STRUCTTU005-S_SUB21 1S355JRCHS127.0*3.0PIPE STRUCTMark Main part profile Grade Qty.Assembly Name

06.01.20161 0 ISSUE FOR APPROCAL

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

Cresta Shop Cent_Entrance 1_Rev.0 0G [1]

06.01.201606.01.2016Issued

Revised

JPMCRESTA SHOPPING MALL

ENTRANCE 10

J.L

1:20 1:15

PROJECT NUMBER

P00766 A1 General Arrangement DrawingDRAWING TITLE DESCRIPTIONREFERENCE DRAWINGS WBS NUMBER

NO. REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. : DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

SHEET Rev.No. No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0

DRAWING NUMBER

TS Model :

MK.

Prepared using Tekla Structures® (www.tekla.com)

+6605.5

+5560.5

+4515.5

+3470.5

+2425.5

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+335.5

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G

Grid 1

FEDCBA MLKJIH

HC

7

6

5

4

3

21

A

Plan +0

Detail B

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A

Detail C

F

MLKJI

Detail AB

Detail D

D

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+3470.5

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7654321

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+101.5+0.0

7654321

Grid A

7

65

4321

HG

F

3d-rendered

ED

CB

A

L

K

J

I

M

+6605.5

+5560.5

+4515.5

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54321

A - A

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54321

B - B

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G

5

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1

K

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3

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1

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Detail D

TU005-S-SUB4TU005-S_SUB17

TU005-S-SUB4

BA5

TU005-S-SUB1

TU005-S-SUB4

BA2

TU005-S-SUB4

TU005-S_SUB20

TU005-S-SUB4BA1

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TU005-S-SUB4 BA3TU005-S-SUB4

TU005-S-SUB4

TU005-S-SUB5TU005-S-SUB4

TU005-S-SUB4TU005-S-SUB4

275

275

27575

0 265

2 80

44

094

TU005-S_SUB19

4 094

BA1

7 949

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TU005-S_SUB21

BA2BA5

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TU005-S-SUB4

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TU005-S_SUB7

250 4 094 4 094

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BA3

TU005-S_SUB9 TU005-S_SUB10

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BA3

TU005-S_SUB3

275

2 804

1 04

5

TU005-S-SUB2

TU005-S-SUB6

102

234

1 04

51

045

1 04

51

045

275 275 750 265

1 04

5

TU005-S_SUB2

TU005-S_SUB3

4 0942 804

1 04

5

TU005-S_SUB19

TU005-S-SUB3

TU005-S-SUB4

102

234

1 04

51

045

1 04

51

045

TU005-S_SUB17

275 275 750 265

1 04

5

TU005-S_SUB18

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4 094

TU005-S-SUB4

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51

045

1 048102

234

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51

045

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1 65

0

275275

500250

265

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51

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TU005-S_SUB20

1 83

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51

045

BA31 800102

234

1 04

51

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TU005-S-SUB4

275 275 750 265 613

1 04

51

045

BA4

TU005-S_SUB9

1 04

510

223

41

045

1 04

5

TU005-S-SUB3TU005-S_SUB18

BA5

1 83

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275 522

1 04

51

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1 04

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1 04

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TU005-S-SUB2

102

234

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51

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BA3

485

560

1 04

523

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1 83

9

615 275

BA4

TU005-S-SUB6TU005-S_SUB3

BA3

BA9

CA1BA3 BA9

4 ø 22 - M20x55

2 541

2 691

1 04

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TU005-S-SUB5

102

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1 04

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9

485

560

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523

4

BA4

TU005-S_SUB2

TU005-S-SUB4

4 ø 20 - M16x12

BA1

BA1

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TU005-S-SUB5TU005-S-SUB4

TU005-S_SUB11

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549

6

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1 37

1

2 116

500

634

100

45°

100

1 ø 20 - M16x190

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TU005-S_SUB15

101

1 37

11

371

1 41

9

45°

274

6

TU005-S_SUB2

TU005-S-SUB2TU005-S-SUB5

275

275

http://www.tekla.com)
Page 59: Previouse Projects

Tekl

a St

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ures

QtyPhase number & name

1 1Phase 1©Copyright. All rights reserved.

Tutja Steel (Pty) Ltd 2014/047144/07

Cresta Shop Cent_Entrance 1_Rev.0

Material list for 1 PANEL assembly marked TU005-S-SUB1 - only 1 is requiredLengthProfileMark No Paint area MassGrade

wB59 1 1.70.12103 S355JRROD12wB61 1 1.70.12103 S355JRROD12wB66 2 9.80.41045 S355JRFL6*100wB67 2 31.51.43710 S355JRRHS60*40*3.0wB69 1 5.40.21045 S355JRSHS60*60*3.0wPL3 2 179.77.71825 S355JRPLT6*1045wPL5 4 0.20.054 S355JRPLT3*34

10.0 229.9Total for 1 assembly

1 'PANEL' required marked TU005-S-SUB1

06.01.20161 0 ISSUE FOR APPROCAL

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

0A [TU005-S-SUB.1

06.01.201606.01.2016Issued

Revised

JPMCRESTA SHOPPING MALL

ENTRANCE 1JHB

J.L

1:10 1:5

PROJECT NUMBER

P00766 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A2TS Model :

NO. MK.

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................1

043

3 770 (RHS60*40*3.0 x 3710)

1 04

837

1 04

5

4034

33

30 3 710 30

3

3

5

5

RD1 850

1 85

5

30

1 88

5

1 820

3 70

5

5

3 71

0

3 710

1 855 1 825

1 75530

3

2 1032 103

3 640

wB6

6

wB6

6

wPL3

wPL3

wB61wB59

A

A

C

C

B

B

Bottom View

12

12

B - B

Botto

m V

iew

12

54

27

12

7

6

wPL5

C - C

Botto

m V

iew1

045

306

wB6

9

A - A

Botto

m V

iew

wB61

wB59wB69

wB67

TU005-S-SUB1 ( wB67 )wPL5

wPL5

wPL5

3D View

Page 60: Previouse Projects

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ures

QtyPhase number & name

1 15Phase 1©Copyright. All rights reserved.

Tutja Steel (Pty) Ltd 2014/047144/07

Cresta Shop Cent_Entrance 1_Rev.0

Material list for 1 PANEL assembly marked TU005-S-SUB4 - a total of 15 are requiredLengthProfileMark No Paint area MassGrade

wB63 2 3.60.22222 S355JRROD12wB66 2 9.80.41045 S355JRFL6*100wB68 2 33.91.53982 S355JRRHS60*40*3.0wB69 1 5.40.21045 S355JRSHS60*60*3.0wPL1 2 193.18.31962 S355JRPLT6*1045wPL5 4 0.20.054 S355JRPLT3*34

10.6 245.9159.7 3688.1Total for 15 assemblies

Sub-total for 1 assembly

15 'PANELs' required marked TU005-S-SUB4

06.01.20161 0 ISSUE FOR APPROCAL

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

0A [TU005-S-SUB.4

06.01.201606.01.2016Issued

Revised

JPMCRESTA SHOPPING MALL

ENTRANCE 1JHB

J.L

1:10

PROJECT NUMBER

P00766 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A2TS Model :

NO. MK.

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

4 042 (PLT6*1045 x 1962)

30 1 962 2 051

2 021

30

371

045

3

373

wPL1TU005-S-SUB4 ( wPL1 )

wB6

6

wB6

6

wB63 wB63

wB6

9

Front View

2727

24

6

3

27 3 3 912 70

70

Top View

24

3

2727

2 021

3 3 982

wB68 wB68

wPL5

wPL5

wPL5

wPL5

Bottom View

Page 61: Previouse Projects

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QtyPhase number & name

1 1Phase 1

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

Cresta Shop Cent_Entrance 1_Rev.0

Material list for 1 PIPE STRUCT assembly marked TU005-S_SUB2 - only 1 is requiredLengthProfileMark No Paint area MassGrade

2 1 25.00.56802 S355JRD25P11 1 3.30.1280 S355JRPLT8*190P12 1 2.50.1280 S355JRPLT8*140

wB10 1 2.20.1345 S355JRCHS88.9*3.0wB11 4 5.90.3231 S355JRCHS88.9*3.0wB12 1 2.20.1345 S355JRCHS88.9*3.0wB13 3 121.35.36359 S355JRCHS88.9*3.0wB27 5 7.40.3231 S355JRCHS88.9*3.0wB28 5 7.40.3231 S355JRCHS88.9*3.0wB29 5 11.00.5347 S355JRCHS88.9*3.0wB46 1 63.02.76865 S355JRCHS127.0*3.0wB47 1 24.41.12657 S355JRCHS127.0*3.0wB48 1 25.81.12816 S355JRCHS127.0*3.0wB49 1 17.30.81889 S355JRCHS127.0*3.0wPL6 6 1.00.183 S355JRPLT3*82.6wPL8 20 9.30.1109 S355JRPLT5*108.6

13.5 328.8Total for 1 assembly

1 'PIPE STRUCT' required marked TU005-S_SUB2

06.01.20161 0 ISSUE FOR APPROCAL

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

0A [TU005-S_SUB.2

06.01.201606.01.2016Issued

Revised

JPMCRESTA SHOPPING MALL

ENTRANCE 1JHB

J.L

1:15

PROJECT NUMBER

P00766 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A0TS Model :

NO. MK.

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

198

4417

320

6896 (CHS127.0*3.0 x 6865)

4

32

44

440

313

3130

300 300

0

297

2970

A

A

Front View

1043

5520

1931

1847 17

90

77

70

6865

6821 6865

6552

6865

4676 4976

1636 6612

126

6738

83

6821

44

6865

2

1342

1043

2385

2

2387

2

3432

1043

4475

2

4477

2

5522

1043

6565 45

6612

253

6865

44

440 1045 10

89

1045 2134

1045 3179

1045 4224

1045 5269

1045 6314

44

6359

1845

18450

44

1889

6312

4227

3182

1092

16C

C

1043

1340

1043

3430

3

6567

1931

6865

1360 1360

0 1045 2405

1045 3450

1045 4495

1045 5540

1325 6865

1045

4475

1045 4477

45

6612

253 6865

1045

4224

1929

287

4443

198

7

5

Top View

295

2950

1045

1340

1045

2385

1045

3430

297 297

0 1045 1342

1045 2387

1045 3433

44

440

1045

1089

1045

2134

104531

79

1092 171717

95

1845

P11

wB13

1045

5520

1045

6565

300

6865

1045 5522

1045 6567

1045

5269

1045

6314

44

6359

1717

140

1929

77

770

298 1815

1544

197 44

32

32

97

98

1

11

109

345

41

41

5553

4429

818

13

43

27

27

wB12

wB11

wB11

wB47

wPL6

wPL6

wPL6wPL8wPL8

A - A

Fron

t Vie

w

Top View

1244

1874

1958

29

66

(TYP)

6 (TYP)

wB48

wB10

wB11

wB11

wPL8

wPL6

wPL8

wPL8

wPL6

wPL6

C - C

Fron

t Vie

w

Top View

3D View

wB29wB28

wB13

wB13

TU005-S_SUB2 ( wB46 )

24x wB28

5x wB275x wPL8

4x wB29

5x wPL85x wPL8

P12 wB49

Page 62: Previouse Projects

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QtyPhase number & name

1 1Phase 1

©Copyright. All rights reserved.Tutja Steel (Pty) Ltd 2014/047144/07

Cresta Shop Cent_Entrance 1_Rev.0

Material list for 1 PIPE STRUCT assembly marked TU005-S_SUB7 - only 1 is requiredLengthProfileMark No Paint area MassGrade

5 1 23.70.56450 S355JRD25P8 1 3.20.1230 S355JRPLT10*180

P14 1 5.00.1230 S355JRPLT12*230wB11 2 2.90.1231 S355JRCHS88.9*3.0wB13 2 80.93.66359 S355JRCHS88.9*3.0wB17 2 2.90.1231 S355JRCHS88.9*3.0wB22 5 7.40.3232 S355JRCHS88.9*3.0wB26 5 7.30.3231 S355JRCHS88.9*3.0wB43 1 63.02.76865 S355JRCHS127.0*3.0wB52 1 10.10.41101 S355JRCHS127.0*3.0wB53 1 8.30.4901 S355JRCHS127.0*3.0wB54 1 15.60.71701 S355JRCHS127.0*3.0wPL6 4 0.60.083 S355JRPLT3*82.6wPL8 14 6.50.1109 S355JRPLT5*108.6

9.5 237.5Total for 1 assembly

1 'PIPE STRUCT' required marked TU005-S_SUB7

06.01.20161 0 ISSUE FOR APPROCAL

All welds 6mm continuous fillet welds unless noted otherwiseGeneral Notes:

All butt welds full penetration welds unless noted otherwiseMark assembly at position shown for correct site orientation

All steelwork to comply with SANS 2001:CS1 & SANS 1921-3

0A [TU005-S_SUB.7

06.01.201606.01.2016Issued

Revised

JPMCRESTA SHOPPING MALL

ENTRANCE 1JHB

J.L

1:20 1:15

PROJECT NUMBER

P00766 AssemblyWBS NUMBER

REVISION DESCRIPTION DRAWN CHECKED APPROVED ENGINEER DATE

CAD NO. :

DIMENSIONS IN mm UNLESS OTHERWISE STATED

UNIT/SECTION

AREA

Drawing Rev.Mark No.

DRAWN

CHECKED

REVIEWED

APPROVED

ENGINEER

SCALE:

DRAWING TILTE

DWG.SIZE A1TS Model :

NO. MK.

FABRICATION QUALITY CONTROL

Date: ................................

End Date: ........................SUP CHK: ....................... INSP CHK: ......................

Name: ............................. Clock NO: ........................

Release for Welding by: ..............................................

Start Date: ......................

6 892 (CHS127.0*3.0 x 6865)

26

75

E

EA

AC

C

D

D

G

G

Front View

6 865

503

20

P8C

C

B

B

C

C

F

F

C

C

4 864

1 045

1 045

1 045 1 045 1 045 44

711

319

Top View300

253 44 1 045 1 045

42 1 045 1 045

44 1 045 1 045

1 575 63 64

1 045 1 045 1 045 298

1 045 1 045 1 045 47

1 045

115

647

647

774

wB53

G - G

Fron

t Vie

w

Top View

65

65P14

D - D

Fron

t Vie

w

Top View

34

231

33

441

44

wPL8

wPL8wB22wB26

C - C

Fron

t Vie

w

Top View

1 038

wB52

A - A

Fron

t Vie

w

Top View

34

231

33

441

44

6 (TYP)

66

(TYP)

wPL8

wPL8

wB22wB26

E - E

Fron

t Vie

w

Top View

198 6 2727 34

441232

32

wB11

wB17

wPL8

wPL8

wPL6wPL6

F - F

Fron

t Vie

w

Top View

198 6 2727 34

275 275

441232

32

wB11wB17

wPL8

wPL8

wPL6wPL6

B - B

Fron

t Vie

w

Top View

TU005-S_SUB7 ( wB43 )

wB54

5

3D View

wB11

wB17

wB52

P8

wPL6

wPL6

5x wB22

7x wPL8

5x wB26

7x wPL8

wB13

wB13

wB11wB17

wB53

P14

wPL6

wPL6


EMERGING MARKET ISLAMIC BANKING AND FINANCE: … Previouse Issues... · 24 Azerbaijan: emerging market ... Mohammad Ali Qayyum Director General, ... ruled in February this year that

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