Ototo Designs-foundation Layout
1
A B C D E F G 3 2 1 up 1 2 3 4 5 6 7 8 10 9 11 12 13 14 15 16 Tread =275mm Riser = 150mm VOID 150mm RC Slab 150mm RC Slab 150mm RC Slab 150mm RC Slab 150mm RC Slab 150mm RC Slab 150mm RC Slab 150mm RC Slab 200mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh 200mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh 200mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh 200mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh 200mm Thick Hollow pot slab Reinforced with ref. A142 fabric mesh FB01 (450mmX200mm) FB06 (450mmX200mm) FB03 (450mmX200mm) FB02 (450mmX200mm) FB08 (200mmX200mm) FB08 (200mmX200mm) FB08 (200mmX200mm) FB08 (200mmX200mm) FB08 (200mmX200mm) FB08 (200mmX200mm) FB07 (450mmX200mm) FB05 (450mmX200mm) FB05 (450mmX200mm) FB04 SB02 (200mmX600mm) SB01 (200mmX600mm) SB03 (200mmX600mm) SB04 (200mmX600mm) SB05 (200mmX600mm) C05 C03 C04 C04 C07 C02 C01 C05 C02 C01 C05 C02 C01 C05 C02 C01 C05 C02 C06 C07 C03 C06 C06 4 1200 5675 5800 5196 3650 4675 2825 1675 3125 3175 1500 1500 1500 2000 2000 2000 2000 1500 1500 1500 1500 A B C D E F G 3 2 1 4 2800 1675 3175 1200 5675 5800 5200 3650 4675 1700 FB09 (200mmX200mm) FB09 (200mmX200mm) FB09 (200mmX200mm) FB09 (200mmX200mm) FB09 (200mmX200mm) FB09 (200mmX200mm) SB06 (450mmX200mm) SB06' (200mmX600mm) 1500 1500 C07 1500 1500 1500 1500 1100 1100 1100 1100 1100 1200 1000 1200 1000 1800 1200 1100 1100 1100 1100 1800 1200 1200 1800 1200 1800 1200 1000 1200 1000 1000 1200 C03 C04 C04 C07 C02 C01 C02 C01 C05 C02 C01 C05 C02 C01 C05 C02 C06 C07 C03 C06 C06 C07 1200 1800 10800 26200 BRC MESH A142 BRC MESH A142 BRC MESH A142 BRC MESH A142 BRC MESH A142 FOUNDATION LAYOUT Scale 1:75 BEAM LAYOUT FOR 1ST FLOOR Scale 1:75 CLIENT PROJECT CONSULTING CIVIL STRUCTURAL ENGINEER P.O BOX 25371-00100, NAIROBI BOSKO ENGINEERING LTD [email protected] TEL: 254 735190997 DRAWING TITLE ARCHITECT Drawn by Designed by D.O.O B.O.O Checked by Approved by D.O.O Date Scale AS INDICATED ON THE DRAWING Job No. ACAD File: Status CO REV NOTES: 1. All dimensions are in millimeters 2. Use class class 25 for bases &beams , class 30 for columns and 20 for the slab 3.Read this drawing in conjunction with relevant Architectural drawings. 4. Minimum cover for concrete is: a. Foundation = 50mm b. Columns = 30mm c. Beams = 25mm d. Slabs = 25mm 5. All reinforcement to be twisted bars B.S 4449. 6. All steel reinforcement must be approved by the Structural Engineer C0 C1 C2 C3 C4 REV REVISION SIGN DATE APPROVED SAMUEL O. OTOTO P.O BOX 35430-00200 NAIROBI PROPOSED DEVELOPMENT ON PLOT No. 758/ RESIDENTIAL-OLEKASASI T. CENTER. N.B STR-OLE-KSE Drawing No.03/2015/OLE-KSE P.O BOX 1548-00200 NAIROBI WOGOH DOMINIC KIBET -ARCHITECTS FOUNDATION LAYOUT & 1ST FLOOR BEAM LAYOUT 01-OLE-KSE May 2015
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Transcript of Ototo Designs-foundation Layout
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A B C D E F G
3
2
1
up
1 2 3 4 5 6 7 8
10 9111213141516
Tread =275mmRiser = 150mm
VOID
150mm RCSlab
150mm RCSlab 150mm RC
Slab
150mm RCSlab 150mm RC
Slab
150mm RCSlab
150mm RCSlab
150m
m R
CSl
ab
200mm Thick Hollow pot slab Reinforced
with ref. A142 fabric mesh
200mm Thick Hollow pot slab Reinforced
with ref. A142 fabric mesh
200mm Thick Hollow pot slab Reinforced
with ref. A142 fabric mesh
200mm Thick Hollow pot slab Reinforced
with ref. A142 fabric mesh
200mm Thick Hollow pot slab Reinforced
with ref. A142 fabric mesh
FB01(450mmX200mm)
FB06(450mmX200mm)
FB03(450mmX200mm)
FB02(450mmX200mm)
FB08(200mmX200mm)
FB08(200mmX200mm)
FB08(200mmX200mm)
FB08(200mmX200mm)
FB08(200mmX200mm)
FB08(200mmX200mm)
FB07 (
450m
mX2
00m
m)
FB05
(450
mm
X200
mm
)FB
05(4
50m
mX2
00m
m)
FB04
SB02
(200
mm
X600
mm
)
SB01
(200
mm
X600
mm
)
SB03
(200
mm
X600
mm
)
SB04
(200
mm
X600
mm
)
SB05
(200
mm
X600
mm
)
C05
C03
C04
C04
C07
C02
C01
C05
C02
C01
C05
C02
C01
C05
C02
C01
C05
C02
C06
C07
C03 C06
C06
4
1200 5675 5800 5196 3650 4675
2825
1675
3125
3175
1500 1500 1500
2000 2000 2000 2000
1500 1500 1500 1500
A B C D E F G
3
2
1
4
280
016
7531
75
1200 5675 5800 5200 3650 4675
170
0
FB09
(200
mm
X200
mm
)
FB09
(200
mm
X200
mm
)
FB09
(200
mm
X200
mm
)
FB09
(200
mm
X200
mm
)
FB09
(200
mm
X200
mm
)
FB09
(200
mm
X200
mm
)
SB06(450mmX200mm)
SB06'(200mmX600mm)
1500 1500
C07
150
0
150
0
150
0
150
0
110
0
110
0
110
0
110
0
110
0
120
0
1000
1200
100
0
180
0
1200
110
0
110
0
110
0
110
0
180
0
1200
1200
180
0
1200
180
0
1200
100
0
1200
100
0
1000
120
0
C03
C04
C04
C07
C02
C01
C02
C01
C05
C02
C01
C05
C02
C01
C05
C02
C06
C07
C03 C06
C06
C07
1200
180
0
1080
0
26200
BRCMESHA142
BRCMESHA142
BRCMESHA142
BRCMESHA142
BRCMESHA142
FOUNDATION LAYOUTScale 1:75
BEAM LAYOUT FOR 1ST FLOORScale 1:75
CLIENT
PROJECT
CONSULTING CIVIL STRUCTURAL ENGINEER
P.O BOX 25371-00100, NAIROBI
BOSKO ENGINEERING LTD
[email protected]: 254 735190997
DRAWING TITLE
ARCHITECT
Drawn byDesigned byD.O.O B.O.O
Checked by Approved byD.O.O
DateScaleAS INDICATED ON THE DRAWING
Job No. ACAD File:
Status CO REV
NOTES:1. All dimensions are in millimeters2. Use class class 25 for bases &beams , class 30 for columns and 20 for the slab3.Read this drawing in conjunctionwith relevant Architectural drawings.4. Minimum cover for concrete is: a. Foundation = 50mm b. Columns = 30mm c. Beams = 25mm d. Slabs = 25mm5. All reinforcement to be twisted bars B.S 4449.6. All steel reinforcement must be approved by the Structural Engineer
C0
C1
C2
C3
C4REV REVISION SIGN DATE APPROVED
SAMUEL O. OTOTO
P.O BOX 35430-00200NAIROBI
PROPOSED DEVELOPMENT ON
PLOT No. 758/RESIDENTIAL-OLEKASASI T. CENTER.
N.B
STR-OLE-KSE
Drawing No.03/2015/OLE-KSE
P.O BOX 1548-00200NAIROBI
WOGOH DOMINIC KIBET -ARCHITECTS
FOUNDATION LAYOUT &1ST FLOOR BEAM
LAYOUT
01-OLE-KSE
May 2015
