Raft Foundation DWG Block for AutoCAD

An in inverted column heads foundation

Drawing labels, details, and other text information extracted from the CAD file:

as shown, drg no., banking corporation limited, southern credit, insurance company limited, fidelity shield, client, landplan kenya, architects interior designers, fl. plains karen rd, p.o. box, nairobi kenya, tel fax:, architect, project, project consultant, rev, muthangari drive, howard humphreys house, howard humphreys ltd, consulting engineers., p.o.box nairobi, phone fax, checked, sign, date, checked, checked, checked, rev, approved, date, drawn by, approved by, drawing title, scale, designed by, checked by, acad file:, status, job no., concrete slab, thk. concrete blinding, well compacted natural, to specialists detail, master seal water proofing, thk. basement floor, sfl structural floor level, section, s.f.l., typ.section, dia. r.c. col., s.f.l., thk. r.c. walls, typ. section, s.f.l., section, s.f.l., varies, ramp on thick, stone dust on well, compacted hardcore, filling to archt’s., eng’s. approval., thick conc. blocks, well compacted, hardcore filling, wall marked, sizes, thk r.c. walls, formation., compacted natural ground, thick solid slab on well, slab marked, sizes, sizes, bases marked, shaped, dia., sizes, column marked, staircase, ramp, down, step, step up, s.f.l, bm., bm., shaped, thk. strip footing, thk shaped, thk. strip footing, thk. strip footing, bm., bm., ground formation., masonary walls, foundation basement floor plan, scale, master seal water proofing, master seal water proofing, to specialist details., well compacted selected, backfill material., as shown, drg no., banking corporation limited, southern credit, insurance company limited, fidelity shield, client, landplan kenya, architects interior designers, fl. plains karen rd, p.o. box, nairobi kenya, tel fax:, architect, project, project consultant, rev, muthangari drive, howard humphreys house, howard humphreys ltd, consulting engineers., p.o.box nairobi, phone fax, checked, sign, date, checked, checked, checked, rev, approved, date, drawn by, approved by, drawing title, scale, designed by, checked by, acad file:, status, job no., for general notes refer to drg., concrete slab, thick concrete blocks, selected well compacted, thk. concrete blinding, well compacted natural, skin wall, to specialists detail, asphalt tanking, thk. basement floor, sfl structural floor level, as shown, boo, aug, section, s.f.l., thick conc. blocks skin wall, typ.section, dia. r.c. col., s.f.l., thk. r.c. walls, typ. section, s.f.l., section, s.f.l., varies, ramp on thick, stone dust on well, compacted hardcore, filling to archt’s., eng’s. approval., thick conc. blocks, well compacted, hardcore filling, thick conc. blocks skin wall, wall marked, sizes, thk r.c. walls, formation., compacted natural ground, thick solid slab on well, slab marked, sizes, s.f.l, sizes, bases marked, shaped, dia., sizes, column marked, issued for const., m.h., staircase, s.f.l, s.f.l, ramp, down, step, step up, s.f.l, s.f.l, s.f.l, bm., bm., shaped, thk. strip footing, thk shaped, thk. strip footing, thk. strip footing, thk r.c. walls, thick, asphalt, tanking to, specialists, bm., bm., ground formation., masonary walls, thick asphalt, tanking to specialists, details., foundation basement floor plan, scale, backfill material, for general notes refer to drg., for bases strip footings r.c. details, refer to drgs., rebars fouling the lift pits to be

Raw text data extracted from CAD file:

AS SHOWN CDC- DRG No. & BANKING CORPORATION LIMITED SOUTHERN CREDIT INSURANCE COMPANY LIMITED FIDELITY SHIELD Client LANDPLAN KENYA ARCHITECTS & INTERIOR DESIGNERS 1st. Fl. Plains Hse, Karen Rd P.O. Box 24640, Karen, NAIROBI – KENYA Tel / Fax: 02-883229 Architect Project Project Consultant REV MUTHANGARI DRIVE HOWARD HUMPHREYS HOUSE Howard Humphreys (EA) Ltd Consulting Engineers. P.O.BOX 30156, NAIROBI Phone 4445254/6, 4441835 : Fax 4440299 CHECKED SIGN DATE BY CHECKED BY CHECKED BY BY CHECKED REV R E V I S I O N S APPROVED Date Drawn by Approved by Drawing Title Scale Designed by Checked by ACAD File: STATUS Job No. \A1;300 \A1;1150 \A1;400 \A1;6600 \A1;500 \A1;1300 \A1;200 \A1;650 \A1;1100 \A1;650 \A1;200 \A1;650 \A1;1100 \A1;650 \A1;200 \A1;850 \A1;150 \A1;250 \A1;350 \A1;300 \A1;150 \A1;300 \A1;200 \A1;300 \A1;100 \A1;400 \A1;900 \A1;1250 \A1;150 \A1;250 \A1;350 \A1;300 \A1;200 \A1;100 `C6′ 1 1 0.000 0.000 `C1′ `C1′ `C1′ \A1;2600 \A1;200 \A1;1500 \A1;200 \A1;1600 \A1;200 \A1;3800 \A1;1950 \A1;1950 \A1;1950 \A1;1950 \A1;1950 \A1;1150 \A1;1800 \A1;1740 \A1;2899 \A1;200 \A1;2600 \A1;200 \A1;1500 \A1;200 \A1;3150 \A1;2899 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;4500 \A1;1150 \A1;2550 \A1;5300 \A1;2300 \A1;2985 \A1;2600 \A1;4500 \A1;6000 \A1;4500 \A1;1950 \A1;1500 \A1;200 \A1;1500 \A1;200 \A1;2200 \A1;200 \A1;2200 \A1;200 \A1;900 \A1;1200 \A1;2550 \A1;1950 \A1;2550 \A1;200 \A1;1950 \A1;500 \A1;2899 \A1;200 \A1;550 \A1;1000 \A1;400 \A1;1000 \A1;400 \A1;300 \A1;200 \A1;150 \A1;2900 \A1;300 \A1;300 \A1;800 `C6′ \A1;1225 \A1;250 \A1;250 \A1;200 \A1;200 \A1;200 \A1;500 \A1;45° \A1;300 \A1;300 \A1;1500 \A1;1400 \A1;300 \A1;3100 \A1;300 \A1;400 \A1;100 \A1;900 \A1;900 \A1;725 \A1;600 \A1;200 \A1;150 \A1;250 \A1;100 \A1;300 \A1;1150 \A1;100 \A1;900 \A1;900 \A1;430 \A1;800 \A1;1800 \A1;615 \A1;1185 \A1;800 \A1;900 \A1;900 \A1;1350 \A1;450 \A1;615 \A1;1185 \A1;550 \A1;1350 \A1;900 \A1;900 \A1;400 \A1;1150 \A1;1950 \A1;2899 \A1;430 \A1;800 \A1;1800 \A1;615 \A1;1185 \A1;800 \A1;900 \A1;3150 \A1;800 \A1;615 \A1;1185 \A1;800 \A1;900 \A1;1800 \A1;220 \A1;220 \A1;615 \A1;1185 \A1;800 \A1;500 \A1;200 \A1;900 \A1;200 \A1;150 \A1;800 \A1;800 \A1;900 \A1;900 \A1;200 \A1;100 \A1;700 \A1;850 \A1;700 \A1;200 \A1;150 \A1;200 \A1;200 \A1;2900 \A1;2900 \A1;200 \A1;200 \A1;2900 \A1;1950 \A1;1150 `C1′ \A1;300 \A1;600 \A1;400 \A1;700 \A1;700 CONCRETE SLAB – 50mm THK. CONCRETE BLINDING – WELL COMPACTED NATURAL E D C TO SPECIALISTS DETAIL – MASTER SEAL WATER PROOFING – 300mm THK. BASEMENT FLOOR SFL – STRUCTURAL FLOOR LEVEL B 5 5 5 SECTION 1-1 Scale-1:25 W4 W5 W6 6600 5 5 S.F.L. =(-)3.520 S.F.L. = (-)4.970 D D D F B 5 650 5 650 5 650 5 650 5 5 5 5 5 5 5 TYP.SECTION 2-2 Scale-1:25 600 DIA. R.C. COL. 5 S.F.L. =(-)3.520 E C 5 200mm THK. R.C. WALLS 5 5 5 5 TYP. SECTION 4-4 Scale-1:25 C E S.F.L. =(-)3.520 B 5 5 5 5 5 SECTION 3-3 Scale-1:25 C11 S.F.L. =(-)3.520 VARIES RAMP ON 50mm THICK STONE DUST ON WELL COMPACTED HARDCORE FILLING TO ARCHT’s. & ENG’s. APPROVAL. 60mm THICK CONC. BLOCKS WELL COMPACTED HARDCORE FILLING E C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1600 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP 5 5 A B C D E S1 1 2 3 4 5 6 7 8 F 5 W1 5 5 5 5 5 5 5 W5 W2 W4 W3 5 5 5 5 5 5 2899 S1 W9 W8 W9 W10 W7 W11 W11A W12 W13 W14 W15 5 5 W15 W19 W19 W18 W16 S1 1 1 2 2 W6 W6A WALL MARKED SIZES 200mm THK R.C. WALLS 500mm THK R.C. WALLS S1 B1 5 5 5 5 B1 B1 B1 B1 B1 B1 B1 B1 B1A B1 B3A FORMATION. (SEE DETAILS) COMPACTED NATURAL GROUND 300mm THICK SOLID SLAB ON WELL S1 SLAB MARKED SIZES UP 1800x1600x500 B4 1800x1800x600 B3 B2 SIZES 2000x2000x600 B1 BASES MARKED 6600x3700x400 B5 B1 B3A 5 3 3 4 4 B3 B3A B3A 5 5 2900 5 5 5 C46 W5A C2 C3 C4 C8 C9 C10 C16 C17 C25 C24 C22 C14 C12 C1 C6 C5 C7 C11 C27 C28 C19 C29 C39 C40 C41 C47 C48 C49 C36 C18 C50 C45 C21 C23 C31 C35 C44 C38 C34 5 5 5 5 5 5 500×200 200 SHAPED 600 DIA. SIZES COLUMN MARKED C2, C3, C4, C8, C9, C10, C16, C17, C19, C20, C25, C27, C28, C29, C39, C40, C41, C47, C48, C49 400×350 C12, C14, C32, C36 B3 B3 STAIRCASE 03 STAIRCASE 02 STAIRCASE 01 \A1;200 \A1;200 100 \A1;500 \A1;200 \A1;300 \A1;400 \A1;150 \A1;200 500 \A1;200 \A1;500 \A1;500 500 5 5 5 5 C32 UP 5 5 5 5 5 5 5 900 5 725 600 5 5 5 5 5 5 5 W17 W20 W20 5 900 5 5 5 5 5 5 B4A B4 B3 5 5 5 5 5 5 5 2 2 5 Ramp down 150mm STEP UP 150mm STEP UP \A1; S.F.L -3.520 5 900 5 \A1;300 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 1 1 1 1 4 4 5 5 5 B4A 5 5 5 5 3×500 3×500 5 615 1185 5 \A1;500 SF1 SF1 B3 B3 SF1 SF1 B4 B4 SF1 B3 SF1 SF1 SF1 B3A B4A B4A 600×200 BM. BB1 BM. BB1 600×200 BM. BB1 BM. BB1 B5 B5 B2 350×200 BM. BB2 BM. BB2 BM. BB2 BM. BB2 B4 B4 B4 B4 B3 B3 B3 5 \A1;500 (TYP.) SF2 SF3 SF2 SF2 B3 B3 B3 B3 SF2 SF1 SF1 SF1 B4 B4A C11, C13, C15, C31, C34, C35, C38 1050×350/200 SHAPED C18 900×400 THK. STRIP FOOTING SF1 2000x2000x600/450 B1A 400mm THK SHAPED 1800x1800x600/450 B3A 1800x1600x500/350 B4A 1500×400 THK. STRIP FOOTING SF2 900×400 THK. STRIP FOOTING SF3 W1 to W5, W5A, W6, W6A, W9 to W11, W11A, W12, W13, W14, W18, W19, W20 W15,W16, W17 200 W1 W1 W1 5 B5 \A1;150 100 100 B4A 5 5 5 5 BM. BB1 BM. BB2 B3A 5 5 5 5 BM. BB1 BM. BB2 GROUND FORMATION. – MASONARY WALLS C20 5 5 5 5 5 5 5 5 5 5 SF1 FOUNDATION & BASEMENT FLOOR PLAN SCALE 1:100 5 5 5 5 \A1;300 \A1;200 \A1;1000 \A1;700 C13 C15 C26 C30 5 600 \A1;200 5 700 700 E C C1, C5, C6, C7, C21, C22, C23, C24, C26, C30, C44, C45, C46, C50 MASTER SEAL WATER PROOFING C 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MASTER SEAL WATER PROOFING TO SPECIALIST DETAILS. TO SPECIALIST DETAILS. C C1 C1 C1 C1 – WELL COMPACTED SELECTED F BACKFILL MATERIAL. AS SHOWN CDC- DRG No. & BANKING CORPORATION LIMITED SOUTHERN CREDIT INSURANCE COMPANY LIMITED FIDELITY SHIELD Client LANDPLAN KENYA ARCHITECTS & INTERIOR DESIGNERS 1st. Fl. Plains Hse, Karen Rd P.O. Box 24640, Karen, NAIROBI – KENYA Tel / Fax: 02-883229 Architect Project Project Consultant REV MUTHANGARI DRIVE HOWARD HUMPHREYS HOUSE Howard Humphreys (EA) Ltd Consulting Engineers. P.O.BOX 30156, NAIROBI Phone 4445254/6, 4441835 : Fax 4440299 CHECKED SIGN DATE BY CHECKED BY CHECKED BY BY CHECKED REV R E V I S I O N S APPROVED Date Drawn by Approved by Drawing Title Scale Designed by Checked by ACAD File: STATUS Job No. `C6′ 1 1 0.000 0.000 `C1′ `C1′ `C6′ \A1;300 \A1;1150 \A1;400 \A1;6600 \A1;500 \A1;1300 \A1;200 \A1;650 \A1;900 \A1;650 \A1;200 \A1;650 \A1;900 \A1;650 \A1;200 \A1;850 \A1;150 \A1;250 \A1;100 \A1;300 \A1;150 \A1;300 \A1;200 \A1;300 \A1;100 \A1;400 \A1;900 \A1;1250 \A1;150 \A1;250 \A1;100 \A1;300 \A1;100 \A1;200 \A1;100 \A1;2600 \A1;200 \A1;1500 \A1;200 \A1;1600 \A1;200 \A1;3800 \A1;1950 \A1;1950 \A1;1950 \A1;1950 \A1;1950 \A1;1150 \A1;1800 \A1;1740 \A1;2899 \A1;200 \A1;2600 \A1;200 \A1;1500 \A1;200 \A1;3150 \A1;2899 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;4500 \A1;1150 \A1;2550 \A1;5300 \A1;2300 \A1;2985 \A1;2600 \A1;4500 \A1;6000 \A1;4500 \A1;1950 \A1;1500 \A1;200 \A1;1500 \A1;200 \A1;2200 \A1;200 \A1;2200 \A1;200 \A1;900 \A1;1200 \A1;2550 \A1;1950 \A1;2550 \A1;200 \A1;1950 \A1;500 \A1;2899 \A1;1250 \A1;200 \A1;550 \A1;1000 \A1;400 \A1;1000 \A1;400 \A1;300 \A1;200 \A1;150 \A1;2900 \A1;300 \A1;300 \A1;800 \A1;1225 \A1;250 \A1;250 \A1;200 \A1;200 \A1;200 \A1;500 \A1;45° \A1;300 \A1;300 \A1;1500 \A1;1400 \A1;300 \A1;3100 \A1;300 \A1;400 \A1;100 \A1;900 \A1;900 \A1;725 \A1;600 \A1;200 \A1;150 \A1;250 \A1;100 \A1;300 \A1;1150 \A1;100 \A1;900 \A1;900 \A1;430 \A1;800 \A1;1800 \A1;615 \A1;1185 \A1;800 \A1;900 \A1;900 \A1;1350 \A1;450 \A1;615 \A1;1185 \A1;550 \A1;1350 \A1;900 \A1;900 \A1;400 \A1;1150 \A1;1950 \A1;2899 \A1;430 \A1;800 \A1;1800 \A1;615 \A1;1185 \A1;800 \A1;900 \A1;3150 \A1;800 \A1;615 \A1;1185 \A1;800 \A1;900 \A1;1800 \A1;220 \A1;220 \A1;615 \A1;1185 \A1;800 \A1;500 \A1;200 \A1;900 \A1;100 \A1;150 \A1;800 \A1;800 \A1;900 \A1;900 \A1;200 \A1;100 \A1;700 \A1;850 \A1;700 \A1;200 \A1;150 \A1;200 \A1;200 \A1;2900 \A1;2900 \A1;200 \A1;200 \A1;2900 \A1;1950 \A1;1150 \A1;300 \A1;600 \A1;400 \A1;700 \A1;700 1. FOR GENERAL NOTES REFER TO DRG. No.10153K/S/100 CONCRETE SLAB – 100mm THICK CONCRETE BLOCKS – SELECTED WELL COMPACTED – 50mm THK. CONCRETE BLINDING – WELL COMPACTED NATURAL G F E D C SKIN WALL TO SPECIALISTS DETAIL – 20mm ASPHALT TANKING – 300mm THK. BASEMENT FLOOR SFL – STRUCTURAL FLOOR LEVEL B AS SHOWN BOO AWM/D.M C0 1.0153K/S/001 C 1.0153K S-001C0 AUG ‘2007 C0 C1 C2 C3 5 5 5 SECTION 1-1 Scale-1:25 W4 W5 W6 6600 5 5 S.F.L. =(-)3.20m S.F.L. = (-)4.65m D F C D D G D F C B 5 650 5 650 5 650 5 650 5 100mm THICK CONC. BLOCKS SKIN WALL 5 5 5 5 5 5 TYP.SECTION 2-2 Scale-1:25 600 DIA. R.C. COL. 5 S.F.L. =(-)3.20m E C 5 200mm THK. R.C. WALLS 5 5 5 5 TYP. SECTION 4-4 Scale-1:25 D C E G S.F.L. =(-)3.20m B 5 5 5 5 5 5 SECTION 3-3 Scale-1:25 C11 S.F.L. =(-)3.20m VARIES RAMP ON 50mm THICK STONE DUST ON WELL COMPACTED HARDCORE FILLING TO ARCHT’s. & ENG’s. APPROVAL. 60mm THICK CONC. BLOCKS WELL COMPACTED HARDCORE FILLING E C 5 5 100mm THICK CONC. BLOCKS SKIN WALL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1600 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP 5 5 A B C D E S1 1 2 3 4 5 6 7 8 F 5 W1 5 5 5 5 5 5 5 W5 W2 W4 W3 5 5 5 5 5 5 2899 S1 W9 W7 W8 W8 W9 W10 W7 W11 W11A W12 W13 W14 W15 5 5 5 W15 W19 W19 W18 W16 S1 1 1 2 2 W6 W6A WALL MARKED SIZES 200mm THK R.C. WALLS 500mm THK R.C. WALLS S1 B1 5 5 5 5 B1 B1 B1 B1 B1 B1 B1 B1 B1A B1 B3A FORMATION. (SEE DETAILS) COMPACTED NATURAL GROUND 300mm THICK SOLID SLAB ON WELL S1 SLAB MARKED SIZES UP S.F.L -3.200 1800x1600x500 B4 1800x1800x600 B3 B2 SIZES 2000x2000x600 B1 BASES MARKED 6600x3700x400 B5 B1 B3A 5 3 3 4 4 B3 B3A B3A 5 5 2900 5 5 5 C46 W5A C2 C3 C4 C8 C9 C10 C16 C17 C25 C24 C22 C14 C12 C1 C6 C5 C7 C11 C27 C28 C19 C29 C39 C40 C41 C47 C48 C49 C36 C18 C50 C45 C21 C23 C31 C35 C44 C38 C34 5 5 5 5 5 5 500×200 200 SHAPED 600 DIA. SIZES COLUMN MARKED C2, C3, C4, C8, C9, C10, C16, C17, C19, C20, C25, C27, C28, C29, C39, C40, C41, C47, C48, C49 400×350 C12, C14, C32, C36 B3 B3 ISSUED FOR CONST. M.H. JAN.08 STAIRCASE 03 STAIRCASE 02 STAIRCASE 01 \A1;200 \A1;200 100 \A1;500 \A1;200 \A1;300 \A1;400 \A1;150 \A1;200 500 \A1;200 \A1;500 \A1;500 500 5 5 5 5 C32 UP 5 5 5 5 5 5 5 900 5 725 600 5 5 5 5 5 5 5 W17 W20 W20 5 900 5 5 5 5 5 5 B4A B4 B3 5 5 5 5 5 5 5 S.F.L -3.350 S.F.L -3.350 2 2 5 Ramp down 150mm STEP UP 150mm STEP UP \A1; S.F.L -3.200 S.F.L -3.200 S.F.L -3.200 5 900 5 \A1;300 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 1 1 1 1 4 4 5 5 5 B4A 5 5 5 5 3×500 3×300 5 615 1185 5 \A1;500 SF1 SF1 B3 B3 SF1 SF1 B4 B4 SF1 B3 SF1 SF1 SF1 B3A B4A B4A 350×200 BM. BB1 BM. BB1 350×200 BM. BB1 BM. BB1 B5 B5 B2 350×200 BM. BB2 BM. BB2 BM. BB2 BM. BB2 B4 B4 B4 B4 B3 B3 B3 5 \A1;500 (TYP.) SF3 SF3 SF2 SF2 B3 B3 B3 B3 SF2 SF1 SF1 SF1 B4 B4A C11, C13, C15, C31, C34, C35, C38 1050×350/200 SHAPED C18 900×400 THK. STRIP FOOTING SF1 2000x2000x600/450 B1A 400mm THK SHAPED 1800x1800x600/450 B3A 1800x1600x500/350 B4A 1500×400 THK. STRIP FOOTING SF2 900×400 THK. STRIP FOOTING SF3 W1 to W5, W5A, W6, W6A, W7 to W11, W11A, W12, W13, W14, W18, W19, W20 W15 300mm THK R.C. WALLS W16, W17 20mm THICK ASPHALT TANKING TO SPECIALISTS 200 W1 W1 W1 5 G B5 \A1;150 100 100 B4A 5 5 5 5 BM. BB1 BM. BB2 B3A 5 5 5 5 BM. BB1 BM. BB2 GROUND FORMATION. – MASONARY WALLS C20 5 5 5 5 5 5 20mm THICK ASPHALT TANKING TO SPECIALISTS DETAILS. 5 5 5 5 SF1 FOUNDATION & BASEMENT FLOOR PLAN SCALE 1:100 5 5 5 5 \A1;300 \A1;200 \A1;1000 \A1;700 C13 C15 C26 C30 5 600 \A1;200 5 700 700 E C C BACKFILL MATERIAL C1, C5, C6, C7, C21, C22, C23, C24, C26, C30, C44, C45, C46, C50 `C1′ `C1′ \A1;6000 \A1;4500 \A1;2550 \A1;5300 \A1;2300 \A1;2985 \A1;2600 \A1;4500 \A1;1950 \A1;1500 \A1;200 \A1;2600 \A1;200 \A1;1500 \A1;200 \A1;1950 \A1;2550 \A1;1950 \A1;2550 \A1;200 \A1;200 \A1;200 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;150 \A1;250 \A1;350 \A1;800 \A1;1000 \A1;600 \A1;2200 \A1;800 \A1;2400 \A1;600 \A1;800 \A1;1500 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;1500 \A1;137 \A1;125 \A1;1250 \A1;137 \A1;137 \A1;800 \A1;2300 \A1;100 \A1;100 \A1;100 \A1;100 \A1;1500 \A1;1500 \A1;3000 \A1;3000 \A1;3000 \A1;2400 \A1;600 \A1;800 \A1;800 \A1;1250 \A1;1250 \A1;1250 \A1;1000 \A1;800 \A1;1000 \A1;1000 \A1;1000 \A1;125 \A1;800 \A1;800 \A1;700 \A1;800 \A1;800 \A1;600 \A1;900 \A1;800 \A1;700 \A1;1000 \A1;500 \A1;800 \A1;700 \A1;250 \A1;1750 \A1;1750 \A1;1750 \A1;300 \A1;850 \A1;200 \A1;600 1. FOR GENERAL NOTES REFER TO DRG. No.10153K/S/100 2. FOR BASES & STRIP FOOTINGS R.C. DETAILS REFER TO DRGs. No./S/020 & 021 3. REBARS FOULING THE LIFT PITS TO BE CUT & BEND TO SUIT ON SITE. REBAR REQUIRED TO HOLD THE 4. STOOLS, SPACERS AND MISCELLANEOUS REINFORCEMENT CAGES IN POSITION ARE NOT GIVEN IN THE BAR BENDING SCHEDULES. THE CONTRACTOR SHALL PROVIDE THESE AS REQUIRED TO RETAIN REBAR IN POSITION DURING CONCRETING. \A1;150 \A1;250 \A1;350 \A1;300 \A1;850 \A1;200 SECT. 1-1 Scale-1:25 -35588.87083479541 -35588.87083479541 -35588.87083479541 24 REBARS DETAILED ON -35588.87083479541 -35588.87083479541 -35588.87083479541 (-)3.520 S.F.L. DRG. No. S/020 24 24 30 30 07 13 1 1 \A1; \A1; \A1; \A1; \A1; UP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C D E 1 2 3 4 5 F FOR CONTINUATION REFER TO DRAWING No. S/022 W1 W5 W2 W4 W3 W9 W7 W8 W8 W9 W10 W7 W11 W6 W6A UP W5A `C6′ `C6′ `C6′ `C6′ C24 C22 C1 C6 C5 C7 `C1′ STAIR 03 STAIR 01 `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ W11A `C6′ `C1′ 0.000 0.000 PART FOUNDATION & BASEMENT SCALE 1:50 FLOOR PLAN SECT. 1-1 Scale-1:25 5 5 5 24 REBARS DETAILED ON 5 (TYP.) 5 (TYP.) 600 5 5 5 5 01 01 02 9T1601- 200 (T1) 6T1602- 200 (B1) 5 03 03 04 04 34T1603-150 (T1) 34T1604-150 (T1) 05 05 06 06 26T1205-200 (B1) 26T1206-200 (B1) 07 08 09 07 08 10 (24) (24) (24) 5 5 5 5 5 5 5 5 5 (MIDDLE STRIP) (COLUMN STRIP) (MIDDLE STRIP) (COLUMN STRIP) (MIDDLE STRIP) (COLUMN STRIP) (MIDDLE STRIP) 72T2007-125 (T1) (24) (24) (24) 83T2508-125 (T1) 09 24T1609-125 (T1) 5 11 14T1610- 125 (T1) 5 21T1611-125 (T1) B (10) (11) 11 12 5 37T2012-125 (T1) 11 11T1611-125 (T1) + 9T1220-150 (B1) (20) (20) (20) 5 5 60T2007-150 (T1) (20) (20) (20) 60T2508-150 (T1) 14T1609- 150 (T1) 6T1610- 150 (T1) 11 11 20T1611- 150 (T1) 800 20T2012- 150 (T1) 12 15 16 13 (20) (20) (20) 60T1613-150 (B1) 13 5 (15) 100 (15) 100 (15) 45T1613-200 (B1) (20) (20) (20) 70T2014-150 (B1) (15) 100 100 (15) 14 13 30T1615-200 (B1) 17 20T1217-150 (B1) 11T1217- 200 (B1) 4T1216- 200 (B1) 11T1216- 150 (B1) 22 7T1222- 200 (B1) 18 15T1618-200 (B1) 19 5 5 5 5 5 5 5 (COLUMN STRIP) (MIDDLE STRIP) (MIDDLE STRIP) (MID. STRIP) (COLUMN STRIP) 5 31T1619- 150 (B1) 20 (11) (20) (13) (24) 21 5 15T1621-200 (B1) 11 22 16T1611-150 (T1) + 12T1222-200 (B1) (11) 07 12T2007- 125 (T1) (10) 13 10T1613- 150 (B1) 5 23 23 24 5 23 18T2524-250 (T2) 17T2523-250 (T2) 17T2523-250 (T2) + 23 (20) (20) 40T2032- 150 (B2) 20T2524- 150 (T2) 23 23 23 23 1250 (LAPS) 13T2523-250 (T2) 5 25 (24) (24) 48T2025- 125 (T2) 5 26 20T1626- 150 (T2) 27 5 24T2027- 125 (T2) 20T2027- 150 (T2) 7T2027- 125 (T2) 5 28 5 5 17T2028- 125 (T2) 10T2028- 150 (T2) 29 5 24T1629- 125 (T2) 20T1629- 150 (T2) 29 39 5 12T1629-125 (T2) + FOR CONTINUATION REFER TO DRAWING No. S/022 5 5 30 31 5 31 31 31 21T1631-200 (B2) 22T1630-200 (B2) 19T1631-200 (B2) 32 33 5 5 (20) (20) 40T1233-150 (B2) (24) (24) 48T2524- 125 (T2) 15T1630- 200 (B2) 30 34 5 5 16T1634- 200 (B2) 31 31 \A1;800 (LAPS) 21T1631-200 (B2) (NOTE-MIN. 800 LAPS) 5 5 20T2035- 150 (B2) 35 36 5 5 15T1636- 200 (B2) 5 5 37 20T2037- 150 (B2) 5 38 7T1638- 200 (B2) 39 5 20T1639- 150 (B2) 10T1639-150 (B2) 15T1638- 200 (B2) 1 1 5 5 5 (-)3.520 S.F.L. DRG. No. S/020 24 24 30 30 07 13 5 29 0.000 0.000 AS SHOWN CDC- DRG No. & BANKING CORPORATION LIMITED SOUTHERN CREDIT INSURANCE COMPANY LIMITED FIDELITY SHIELD Client LANDPLAN KENYA ARCHITECTS & INTERIOR DESIGNERS 1st. Fl. Plains Hse, Karen Rd P.O. Box 24640, Karen, NAIROBI – KENYA Tel / Fax: 02-883229 Architect Project Project Consultant REV MUTHANGARI DRIVE HOWARD HUMPHREYS HOUSE Howard Humphreys (EA) Ltd Consulting Engineers. P.O.BOX 30156, NAIROBI Phone 4445254/6, 4441835 : Fax 4440299 CHECKED SIGN DATE BY CHECKED BY CHECKED BY BY CHECKED REV R E V I S I O N S APPROVED Date Drawn by Approved by Drawing Title Scale Designed by Checked by ACAD File: STATUS Job No. 1 1 0.000 0.000 \A1;2600 \A1;200 \A1;1500 \A1;200 \A1;1950 \A1;6000 \A1;4500 \A1;2550 \A1;5300 \A1;2300 \A1;2985 \A1;2600 \A1;4500 \A1;1950 \A1;1500 \A1;200 \A1;2550 \A1;1950 \A1;2550 \A1;200 \A1;200 \A1;200 \A1;615 \A1;1185 \A1;500 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6600 \A1;400 \A1;1100 \A1;500 \A1;850 \A1;150 \A1;250 \A1;350 \A1;300 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP W1 W5 W2 W4 W3 5 5 5 W9 W7 W8 W8 W9 W10 W7 W11 W6 W6A B1 B1 B1 B1 B1 B1 B1 B1A B3A UP B3A B3 W5A C24 C22 C1 C6 C5 C7 5 5 5 B3 B3 5 5 B4A B4 B3 Ramp down 150mm STEP UP \A1; S.F.L -3.520 B4A SF1 B3 B3 SF1 B4 B4 B3 SF1 B3A B4A 600×200 BM. BB1 BM. BB1 B5 B4 B4 `C6′ `C6′ `C6′ `C1′ PART FOUNDATION & BASEMENT SCALE 1:50 `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ 5 `C6′ `C6′ `C6′ `C6′ `C6′ `C6′ `C6’ STAIR 01 5 5 5 5 B2 STAIR 03 FLOOR PLAN B5 SECTION 1-1 6600 S.F.L. = (-) 4.970m SCALE 1:25 5 5 5 3x14T1624-150 (B1) 2x2T1222-200 (B2) 2T1222-200 (B2) 2T1222-200 (B2) 14T1625-150 (B2) 2x2T1222-200 (B2) 6x2T1222-200 (B1) 2x2T1222- 200 (B2) 2x2T1222-200 (B2) 4x2T1222-200 (B1) 6T1654-200 (B2) 3T1655-200 (B2) 8T1653-200 (B1) 8T1652- 200 (B1) 34T1245-200 (B1&T1) 18T1244- 200 (B2&T2) W11A 5T1242- 200 (B2) 12T1215- 200 (B1) 13T1215- 200 (B1) 2x2T1222- 200(B2) 3T1637- 200 (B2) 1T1647- (B2) 92T1207-200 (T1) 20T1230- 200 (B1) 8T1215- 200 (B1) 1T1618 (B1) 1T1618- (B1) 8T1215- 200 (B1) 10T1215- 200 (B1) 7T1215- 200 (B1) 9T1215- 200 (B1) 4T1260 (T2&B2) 9T1214- 200 (B1) 15T1256-200(T1) 3x10T16O1-200 (B1) 2x2T1222-200 (B2) 2x2T1222- 200 (B1) 2T1222- 200 (B1) 2T1222-200 (B2) 2T1222-200 (B2) 9T1650- 200(B1) 7T1651-200 (B2) 2x2T1222- 200 (B2) 2x2T1222- 200 (B2) 2x2T1222- 200 (B2) 2T1222-200 (B2) 2T1222- 200 (B2) 2x2T1222- 200 (B2) 2x2T1222- 200(B2) 9T1650 200(B1) 7T1651- 200(B2) 2x2T1222 -200(B2) 2x2T1222- 200(B2) 10T1648- 200 (B1) 3T1215- 200 (B1) 6T1626-200 (B2) 4T1640- 200(B2) 9T1635- 200 (B1) 9T1639- 200 (B1) 6T1636-200 (B2) 5T1238- 200 (B2) 5T1234- 200 (B2) 5T1620- 200 (B1) 5T1223- 200 (B2) 2x9T1626-200 (B2) 12T1627-200 (B1) 12T1627-200 (B1) 2x2T1222-200 (B2) (3) 2T1633- 200 (B2) 2x7T1632 -200 (B2) (3) (7) 4T1628- 200 (B1) 2T1629- 200 (B1) 5T1231- 200 (B2) 5T1223- 200 (B2) 3T1604- 200 (B2) 6T1603- 200 (B2) 9T1602- 200 (B1) 5T1209-200 (T2&B2) 2T1210(T2) 2T1210(B2) 3T1606- 200 (B2) 6T1605- 200 (B2) 3T1606- 200 (B2) 6T1605- 200 (B2) 2T1611- 200 (B2) 10T1612 -200 (B1) 2x9T1661 200 (B2) B4A 4T1663- 200 (B1) 4T1663- 200 (B1) 5T1258-200 (T2&B2) 10T1648 200 (B1) 1T1647- (B2) 4T1626- 200 (B2) 4T1626 200 (B2) 5T1246- 200 (B2) 2T1617- 200 (B2) 2T1629-200(B1) 4T1628- 200 (B1) SF1 \A1; \A1; C D E 1 2 3 4 5 F S2 1 1 2 2 2 2 92T1208-200 (B1) 8T1215- 200 (B1) 5T1241- 200 (B1) 5T1243- 200(B2) 2x2T1222- 200 (B2) 3x2T1222- 200 (B2) 4x2T1222- 200 (B2) 4x2T1222-(B2) 5T1209-200 (T2&B2) 2T1210(T2) 2T1210(B2) 6T1605- 200 (B2) 3T1606- 200 (B2) 7T1603- 200 (B2) SF1 5T1216- 200 (B2) 3T1619- 200 (B1) 5T1620- 200 (B1) 9T1621- 200 (B2) 14T1625-150 (B2) 14T1625-150 (B2) (9) 2x14T1624-150 (B1) 14T1625-150 (B2) 14T1625-150 (B2) 3T1619- 200 (B1) 9T1621- 200 (B2) 5T1640- 200(B2) 5T1640- 200(B2) B 5T1249 200 (B2) 14T1624-150 14T1625-150 (B2) (B1) 14T1625-150 (B2) 14T1624-150 (B1) 14T1624-150 (B1) 14T1625-150 (B2) 15T1257-200(B1) 5T1259- 200 (B2) 64T1213- 200 (T1) 4T1262- 200 (B1) 4T1262- 200 (B1) 2x9T1264 200 (B1) \A1; \A1; TYP.SECT. 2-2 Scale-1:25 5 5 5 5 5 10 10 10 10 09 09 09 09 07 08 45 45 45 44 44 45 45 45 45 45 45 45 FOR CONTINUATION REFER TO DRAWING No. S/021 3x2T1222- 200(B1) 3x2T1222- 200(B2) 2T1222- 200(B2) 2T1222- 200(B2) C1 C1 C1 C1