layout (31!3!2015)-typical flr
DESCRIPTION
layoutTRANSCRIPT
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TYPICAL(1ST,2ND,3RD) FLOOR LAYOUTPLAN
SCALE 1:75
4400 950 1050 1250 1550 2800 2800 1550 1250 1050 2150 3200
24000
200
1400
200
4351
200
3201
200
200
200
200
1401
1600
5050
3600
1600
1700
3400
1600
3400
1700
3400
1350
3200
1600
200 4000 200 4200 200 4000 200 4200 200 4000 200 4200 200
4200 4400 4200 4400 4200 4400
2660
0
25800
600X300 BM5
600X300 BM5
370X400 BM7
370X500 BM5
370X
600
BM
2
370X
400
BM
1
370X795 BM8
370X
575
BM
3
370X590 BM6
450X250 BM8
600X300 BM5
370X
575
BM
3
370X
600
BM
2
370X
575
BM
3
370X
600
BM
2
370X
575
BM
3
370X500 BM5 370X500 BM5
370X400 BM7370X400 BM7
370X795 BM8 370X795 BM8
600X300 BM5 600X300 BM5
370X200 BM7 370X200 BM7
370X
375
BM
4
370X200 BM6
370X
300
3BM
1
370X
550
BM
2
370X
500
BM
3
370X
600
BM
2
370X
200
BM
10
370X
200
BM
11
370X
200
BM
9
1 2 3 4 5 6 7 8 9 10 11 13
A
B
C
D
E
F
G
H
I
J
K
1' 3' 5' 6' 9' 11' 12'
4' 12
370X
300
3BM
1
370X590 BM6
450X
250
3BM
9
450X
250
3BM
9
370X
600
BM
4
370X
550
BM
7a
370X
550
BM
2
370X
550
BM
2
370X
550
BM
7a
370X400 BM9 370X400 BM9
300X250mmC1 5
C2 7450X250mm
C3 11500X250mm
C4 12600X300mm
C4a 5700X300mm
TYPE No. OFFSIZE
SCHEDULE
C5 2700X400mm
Designed
Checked
Approved
Drawn
Date
Date
Date
Scale(s)
SuffixDate Descriptions
REVISIONS
NOTES
Designed
Checked
Approved
Drawn
Date
Date
Date
Scale(s)
SuffixDate Descriptions
REVISIONS
NOTES
Drawn Scale(s)Drawn Scale(s)
1. All dimensions are in millimeters unless otherwise stated.
2. This drawing must not be scaled ,only figured dimensions should be used.
3. This drawing must be read in conjuction with relevant Architectural drawings.
4. Reinforced concrete to be grade 25 to BS 8110.
5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm
6. "Y" Denotes square twisted high yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449.
7. Reinforcement in walls and columns must be inspected before being enclosed in the formwork.
8. All reinforcement and formwork must be approved by the Engineer.
9. All masonary works must be reinforced with hoop iron after every two alternate courses.
10. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints.
11. A minimum of 7.0N/mm2 average compressive strength of masonry in accordance with BS5628 should be used for all wall sections.
12.Mass concrete to be grade 15.
13.Concrete blinding to be grade 15.
JOB No.DAL-004 DRG No. DAL004-003.
1:50, 1:25
TITLE
PROPOSED RESIDENTIAL DEVELOPMENT.
TYPICAL FLOOR LAYOUT PLANAND DETAILS.
FEB, 2015
S.M.K
FEB, 2015
STRUCTURAL ENGINEER.SHEILA MUTHONI,P.O BOX 8147-00300,NAIROBI.Telephone: 0737929130.Email : [email protected]
S.M.K
S.M.K
CLIENT
JUM & KIV CO. LTDP.O.BOX 43386-80100,MOMBASA.
PROJECT
PROPOSED RESIDENTIALDEVELOPMENT ONPLOT L/R NO. 61347/61348 NGONG/NGONG.
ARCHITECTS
ARCH. LOUIS MUSA.