FOUNDATION_lAYOUT
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This document contains a structural foundation layout and details for a building project including: - A schedule listing 55 foundations and their dimensions - A schedule listing 48 reinforced concrete columns and their dimensions - Sections and details of the foundations, retaining walls, basement slabs, and waterproofing specifications. - Notes specifying materials and construction requirements.
FOUNDATION_lAYOUT
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A A B B C C D D E E F F G G H H I I J J K K 11 22 33 44 55 66 77 88 99 1010 1111 12 12 13 13 14 14 15 15 16 16 17 17 18 18 AA AA BB BB CC CC 60039008000461021802180461080003900600 750 1580 2420 7800 7800 7800 2600 5200 7800 7800 7800 7800 B14 B22 B30 B46 B02 B08 B23 B31 B39 B47 B32 B40 B48 B03 B09 B17 B24 B33 B41 B49 B04 B10 B18 B25 B34 B42 B50 B05 B11 B19 B35 B43 B51 B20 B06 B12 B26 B27 B28 B36 B44 B16 B15 F5 F3 F5 F3 F2 F1 F3 F2 F5 F3 F2 F5 F3 F1 F2 F3 F5 F2 F5 F5 F1 F1 F2 F2 F1 F2 F2 F1 F1 F2 F2 F2 F2 F1 F2 F1 F1 F1 F1 F2 F2 F1 F5 F2 B38 50 200 250 1770 250 200 3502503750560 250 50 2670 5210 515 110 110 515 260 515 220 5151440 900 390 250 2200 250 2275 250 390 900 125250 400 250 1420680 125 19002710 470 300 300 A S2100 A S2100 C S2100 C S2100 D S2100 D S2100 T.O.C 1376.585 T.O.C 1379.200 T.O.C 1379.180 T.O.C 1379.200 T.O.C 1379.180 T.O.C 1378.800 T.O.C 1378.800 T.O.C 1378.800 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365T.O.C 1378.140 T.O.C 1378.140 T.O.C 1378.090T.O.C 1377.650 T.O.C 1377.700 T.O.C 1377.700T.O.C 1377.320 T.O.C 1377.320 T.O.C 1377.270 T.O.C 1376.985 T.O.C 1376.835 T.O.C 1376.985 T.O.C 1376.835 T.O.C 1376.985 T.O.C 1376.985 T.O.C 1375.010 T.O.C 1376.985 T.O.C 1376.985 T.O.C 1376.985 T.O.C 1376.835 T.O.C 1376.785 T.O.C 1375.685 T.O.C 1376.937 T.O.C 1378.130T.O.C 1377.730 T.O.C 1377.350 220 THICK RC RETAINING WALL 220 THICK RC RETAINING WALL 250 THICK RC LIFT SHAFT WALLS 1750 ø PRECAST PIPE SECTIONS 250 THICK RC WALLS 1500 390 200 200 200 200 200 200 200 250 250 250 110 110 110 150200 200 B S2100 B S2100 E S2100 E S2100 200 1250x300 DP. STRIP FOOTING (SLOPING) 2340 x 2340 x 250 THK. R.C. BASE 6000 265 805 6000x3250x600 DP. LIFT SHAFT BASE 5210x2670x400 DP. R.C. BASE 345 THK. BRICK WALL 3200 x 3200 x 250 THK. R.C. BASE T.O.C 1375.010 3890 40004000 250x250 OPENING T.O.C.=1376.800 I.L.=1377.050 2340 2340 3200 3200 3900 3900 F1 T.O.C 1376.835 F1 T.O.C 1376.835 F1 T.O.C 1376.835 F1 T.O.C 1376.835 F1 T.O.C 1376.835 F1 T.O.C 1376.835 1250x300 DP. STRIP FOOTING 1250x300 DP. STRIP FOOTING T.O.C 1376.585 F1 T.O.C 1376.835 B45 B37 B29 B21 B13 B07 B01 155 320 430 320 430 T.O.C 1376.835 T.O.C 1376.985 T.O.C 1376.835 175 150 T.O.C 1378.800 F1 F1 F1 F1 1650 4500 1650 1650 4500 1650 175045001750 175045001750 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 T.O.C 1378.365 500 2200 500 500 2200 500 785 795 480 175 40004000 3900 1215 03 - BASEMENT LEVEL -3 1377.210 250 10001000 2000 200 10 MPa BLINDING 2340 x 2340 x 250 THK. R.C. BASE 100x100 CONCRETE FILLET 2 No. 1750 DIA. x 1000 LENGTH SALBERG SEWER CHAMBER SECTIONS INTERNAL AND EXTERNAL WATEPROOFING SPECS BY OTHERS 10mm SOFTBOARD PROTECTION 200 THK. R.C. SLAB T.O.C 1375.010 200 1940 200 2340 03 - BASEMENT LEVEL -3 1377.210 1 2 3 50 250 4310 250 350 5210 400 400300 125 600 3900 T.O.C 1376.785 100 THK. STONE LAYER 125 THK. SURFACE BED 10 MPa BLINDING LAYER IF NECESSARY 10mm SOFTBOARD PROTECTION KAYMAT U14 GEOTEXTILE 150mm LAYERS OF G6 MATERIAL COMPACTED TO 95% MOD AASHTO 500 MICRON PVC LINING 700 SEE DETAIL 1 03 - BASEMENT LEVEL -3 1377.210 200 T.O.C 1377.210 2502000 2000 75125 10 MPa BLINDING 3200 x 3200 x 250 THK. R.C. BASE 345 THK. BRICK WALLS 200 THK. R.C. SLAB 3200 155 345 345 1552200 T.O.C 1375.010 05 - BASEMENT LEVEL -2 1380.270 03 - BASEMENT LEVEL -3 1377.210 F 4000 125 155 280 515 220 515 1250 125 100 400300 300 280 110110 3° 280 THK. R.C. SLAB 125 THK. SURFACE BED 125 THK. SURFACE BED 100 THK. STONE LAYER 1250x300 THK. STRIP FOOTING ONE LAYER DERBIGUM CG3 ONE LAYER DERBIGUM CG4 WATERPROOFING 10mm SOFTBOARD PROTECTION 250 MICRON PVC MEMBRANE 10 MPa BLINDING LAYER IF NECESSARY KAYMAT U14 GEOTEXTILE 150mm LAYERS OF G6 MATERIAL COMPACTED TO 95% MOD AASHTO 250215 250x250 OPENING T.O.C.=1376.800 I.L.=1377.050 T.O.C 1376.585 WICK DRAINS AT 1.5m c/c SUBSOIL DRAINAGE AS PER CIVIL ENG. DRW'S 100 THK. STONE LAYER 150 WRAP WATERPROOFING 250 MICRON uPVC LAYER SEE DETAIL 1 03 - BASEMENT LEVEL -3 1377.210 02 - BASEMENT LEVEL -3 INTERMIDIATE 1375.610 F T.O.C 1375.685 390 250 2175 300 2250 250 390 6000 600 300300 1600 T.O.C 1377.285 200 THK. SURFACE BED 100 THK. STONE LAYER 10mm SOFTBOARD PROTECTION ONE LAYER DERBIGUM CG3 AND ONE LAYER DERBIGUM CG4 WATERPROOFING OR SIMILAR APPROVED 300x300x300 DP. SUMP 600x220 R.C. COL 600x220 R.C. COL 250 THK. R.C. WALLS ONE LAYER DERBIGUM CG3 AND ONE LAYER DERBIGUM CG4 WATERPROOFING OR SIMILAR APPROVED 10mm SOFTBOARD PROTECTION 10 MPa BLINDING LAYER PLASTERED OR BAGGED FINISH TO WATERPROOFING SUPPLIERS APPROVAL 100x100 CONCRETE FILLET 110 BWK TANKING WALL 125 TH. SURFACE BED 100THK. STONE LAYER 50 TO 100 THK. SCREED LAID TO FALL TO SUMP SEE DETAIL 1 SEE DETAIL 1 550 75 DIA. SLEEVE I.L.= 76.625 F 1 2 500 TORCH-ON WATERPROOFING EXPANDABLE WATER BAR SEALANT OR SIMILAR APPROVED SIKASWELL - P 2010 WITH SIKASWELL S-2 PRIMER 250 THK. R.C. RETAINING WALL 150 THK. GUNITE WALL MIN. C D 1 2 500 MICRON PVC. LINER ARCHITECTURAL BRICKWORKR.C. TANK WALLS 110 150150 150 THK. GUNITE WALL 100 100 THK. STONE LAYER 250 MICRON uPVC LINER KAYMAT U14 10mm SOFTBOARD PROTECTION WATERPROOFING WHERE SHOWN WICK DRAIN - WHERE INDICATED TYPICAL R.C. WALL TYPICAL R.C. SURFACE BED 300 MIN.OVERLAP uPVC LINER TO LAP DOWN OVER WATERPROOFING WSP Structures Africa (Pty) Ltd DO NOT SCALE WSP Group plc APPROVED: c PROJECT No: DRAWN: SCALE @ A0: TITLE: PROJECT: DRAWING No: DESIGNED: CHECKED: DATE: REV: ARCHITECT: CLIENT: DRAWING STATUS: South View, Bryanston Place, 199 Bryanston Drive, Bryanston PO Box 98867, Sloane Park 2152 Tel: +27(0)11-300-6000 Fax: +27(0)11-300-6002 www.wspgroup.co.za PlotDate: KEY PLAN NOTES The contents of this document is both priviledged and confidential and may not be disclosed or reproduced C COPYRIGHT RESERVED without the express authorisation of the author, being "WSP STRUCTURES AFRICA (PTY) LTD" CURRENT DRAWING ISSUED TO: As indicated 2013/07/0305:21:03PM 1 CONSTRUCTION RMMP FOUNDATION LAYOUT W.Johnston W.Johnston C.McNiven W.Johnston 015538 S2100 REV DATE BY DESCRIPTION CHK APD 1 Date 1 Revision 1 STRUCTURAL FOUNDATION SCHEDULE Type Mark Description Count F1 1100x1100x550 24 F2 1300x1300x550 DP FOOTING 17 F3 2000x2000x700 DP FOOTING 6 F5 2000x2000x900 DP FOOTING 8 SECTION D 1:25 SECTION A 1:25 SECTION E 1:25 SECTION C 1:25 SECTION B 1:25 Structural Column Schedule 2 Mark Description B01 450x220 RC COLUMN B02 450x300 RC COLUMN (CURVED) B03 450x300 RC COLUMN (CURVED) B04 450x300 RC COLUMN (CURVED) B05 450x300 RC COLUMN (CURVED) B06 750x220 RC COLUMN B07 450x220 RC COLUMN B08 1000x300 RC COLUMN (CURVED) B09 1000x300 RC COLUMN (CURVED) B10 600x300 RC COLUMN (CURVED) B11 600x300 RC COLUMN (CURVED) B12 750x220 RC COLUMN B13 450x300 RC COLUMN (CURVED) B14 1000x300 RC COLUMN (CURVED) B15 900x220 R.C. COLUMN B16 1000x220 R.C. COLUMN B17 1000x300 RC COLUMN (CURVED) B18 600x300 RC COLUMN (CURVED) B19 600x300 RC COLUMN (CURVED) B20 600x300 RC COLUMN (CURVED) B21 450x300 RC COLUMN (CURVED) B22 1000x300 RC COLUMN (CURVED) B23 900x220 R.C. COLUMN B23a 600x220 RC COLUMN B23b 600x220 RC COLUMN B23b 600x220 RC COLUMN B23c 600x220 RC COLUMN B23c 600x220 RC COLUMN B23d 600x220 RC COLUMN B23d 600x220 RC COLUMN B23e 600x220 RC COLUMN B23e 600x220 RC COLUMN B24 900x220 R.C. COLUMN B25 750x220 RC COLUMN B26 750x220 RC COLUMN B27 750x220 RC COLUMN B28 600x300 RC COLUMN (CURVED) B29 450x300 RC COLUMN (CURVED) B30 1000x300 RC COLUMN (CURVED) B31 1000x300 RC COLUMN (CURVED) B32 1000x300 RC COLUMN (CURVED) B33 1000x300 RC COLUMN (CURVED) B34 600x300 RC COLUMN (CURVED) B34A 750x220 RC COLUMN B35 600x300 RC COLUMN (CURVED) B35A 750x220 RC COLUMN B36 600x300 RC COLUMN (CURVED) B37 600x220 RC COLUMN B38 1000x300 RC COLUMN (CURVED) B39 1000x300 RC COLUMN (CURVED) B40 1000x300 RC COLUMN (CURVED) B41 1000x300 RC COLUMN (CURVED) B42 600x300 RC COLUMN (CURVED) B43 600x300 RC COLUMN (CURVED) B44 450x300 RC COLUMN (CURVED) B45 450x220 RC COLUMN B46 450x300 RC COLUMN (CURVED) B47 450x300 RC COLUMN (CURVED) B48 450x300 RC COLUMN (CURVED) B49 450x300 RC COLUMN (CURVED) B50 450x300 RC COLUMN (CURVED) B51 450x300 RC COLUMN (CURVED) SCALE 1:25 SCALE 1:25 DETAIL 1 1:10 0 01/06/13 C.McN ISSUED FOR CONSTRUCTION W.J. W.J. 4 1 07/06/13 C.McN FOUNDATION T.O.C.'S REVISED W.J. W.J. 4 2 13/06/13 C.McN CRANE BASES ADDED, COL B16 REVED W.J. W.J. 3 3 19/06/13 C.McN SUB SOIL WATER TANK REVISED W.J. W.J. EXISTING BASE 4 4 4 03/07/13 C.McN VARIOUS CHANGES (CLOUDED) W.J. W.J.