Block c Tank Layout
1
machine room floor Bridge to Block B Terrace CH CL CK CJ CA CN CI CM CC CF CD CB CE CG C3 C1 C2 C4 2400 3550 6950 3200 3600 2300 3241 1780 1423 2273 1163 1778 3243 2300 3600 3200 FB01 C4 C5 C6 C3 C2 FB01 FB02 CR01 C8 C12 C13 C21 FB02 C17 C16 C22 C9 SC2 SC5 SC4 C14 C15 SC3 W1 W2 (450mmX200mm) (450mmX200mm) (450mmX200mm) CLIENT 1ST RIVERSIDE ACRES PROJECT MANJIT KAUR KENT DEVELOPMENT ON LR NO. 4275/64 CONSULTING CIVIL STRUCTURAL ENGINEER P.O BOX 25371-00100, NAIROBI BOSKO ENGINEERING LTD OFF RIVERSIDE DRIVE - NAIROBI [email protected] TANK FLOOR BEAM LAYOUT TEL: 254 735190997 DRAWING TITLE Block C ARCHITECT Drawn by Designed by D.O.O B.O.O Checked by D.O.O Approved by D.O.O Date Scale January 2015 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 S-RSVD-003 Drawing No.03/2014/RVSD/NRB/21-C P.O BOX 47799-00100 NAIROBI EDWIN KOLA FIRST RIVERSIDE ACRES DEVELOPER P.O BOX 76290-00508 NAIROBI ISSUED FOR CONSTRUCTION C0 C1 C2 C3 C4 REV REVISION SIGN DATE APPROVED CONSTRUCTION ISSUED FOR BY RSVD/NRB 24Oct D.O TANK BASE/ STAIRCASE ROOF SHELTER BEAM LAYOUT Scale 1:75 SC1 SC6 SC7 SC8 SC9 SC10 SC11 SC12 SC13 SC14 SC15 SC16 SC18 SC19 SC20 SC21 SC22 SC23 SC25 SC24 SC17 staircase roof shelter staircase roof shelter (450mmX200mm) (450mmX200mm) 175mm RC Slab FB03 FB03 (450mmX200mm) FB03 (450mmX200mm) FB03 FB02 (450mmX200mm) FB04 (450mmX200mm) FB05 (450mmX200mm) FB06 (450mmX200mm) FB08 (450mmX200mm) FB07 (450mmX200mm) FB09 (450mmX200mm) FB10 (450mmX200mm) FB11 150mm solid slab 175mm solid slab 150mm solid slab (450mmX200mm) X01 X01 X02 X02 X04 X03 X03 X04 X05 X05
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Transcript of Block c Tank Layout
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machine room floorBridge to Block B Terrace
CH CLCKCJCA CNCI CMCC CFCDCB CE CG
C3
C1
C2
C4
2400
3550
6950
3200 3600 2300 3241 1780 1423 2273 1163 1778 3243 2300 3600 3200
FB01C4
C5 C6C3C2 FB01
FB02
CR01
C8
C12 C13
C21
FB02 C17C16
C22
C9 SC2
SC5
SC4C14 C15 SC3
W1 W2
(450mmX200mm)
(450mmX200mm)
(450mmX200mm)
CLIENT
1ST RIVERSIDE ACRESPROJECT
MANJIT KAUR KENT
DEVELOPMENT ON LR NO. 4275/64
CONSULTING CIVIL STRUCTURAL ENGINEER
P.O BOX 25371-00100, NAIROBIBOSKO ENGINEERING LTD
OFF RIVERSIDE DRIVE - NAIROBI
TANK FLOOR BEAM LAYOUT
TEL: 254 735190997
DRAWING TITLE
Block C
ARCHITECT
Drawn byDesigned byD.O.O B.O.O
Checked by D.O.O Approved by D.O.ODateScale January 2015AS 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
S-RSVD-003DrawingNo.03/2014/RVSD/NRB/21-C
P.O BOX 47799-00100NAIROBI
EDWIN KOLA
FIRST RIVERSIDE ACRESDEVELOPER
P.O BOX 76290-00508NAIROBI
ISSUED FOR CONSTRUCTION
C0C1C2C3C4REV REVISION SIGN DATE APPROVED
CONSTRUCTIONISSUED FOR BY
RSVD/NRB
24OctD.O
TANK BASE/ STAIRCASE ROOFSHELTER BEAM LAYOUTScale 1:75
SC1
SC6
SC7
SC8
SC9SC10SC11SC12SC13SC14SC15SC16SC18
SC19
SC20
SC21SC22
SC23
SC25
SC24
SC17
stair
case
roof
shelt
er
stair
case
roof
shelt
er
(450
mmX2
00mm
)
(450
mmX2
00mm
)
175mmRC Slab
FB03
FB03
(450
mmX2
00mm
)FB
03
(450
mmX2
00mm
)FB
03
FB02(450mmX200mm)
FB04
(450mmX200mm)FB05
(450mmX200mm)FB06
(450
mmX2
00mm
)FB
08(4
50mm
X200
mm)
FB07
(450
mmX2
00mm
)FB
09
(450
mmX2
00mm
)FB
10
(450
mmX2
00mm
)FB
11
150mm solid slab
175mm
solid
slab
150mm solid slab
(450mmX200mm)
X01
X01
X02
X02X04
X03 X03
X04
X05 X05
