Layout (31!3!2015)-Typical Flr
1
TYPICAL(1ST,2ND,3RD) FLOOR LAYOUT PLAN 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 26600 25800 600X300 BM5 600X300 BM5 370X400 BM7 370X500 BM5 370X600 BM2 370X400 BM1 370X795 BM8 370X575 BM3 370X590 BM6 450X250 BM8 600X300 BM5 370X575 BM3 370X600 BM2 370X575 BM3 370X600 BM2 370X575 BM3 370X500 BM5 370X500 BM5 370X400 BM7 370X400 BM7 370X795 BM8 370X795 BM8 600X300 BM5 600X300 BM5 370X200 BM7 370X200 BM7 370X375 BM4 370X200 BM6 370X300 3BM1 370X550 BM2 370X500 BM3 370X600 BM2 370X200 BM10 370X200 BM11 370X200 BM9 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 370X300 3BM1 370X590 BM6 450X250 3BM9 450X250 3BM9 370X600 BM4 370X550 BM7a 370X550 BM2 370X550 BM2 370X550 BM7a 370X400 BM9 370X400 BM9 300X250mm C1 5 C2 7 450X250mm C3 11 500X250mm C4 12 600X300mm C4a 5 700X300mm TYPE No. OFF SIZE SCHEDULE C5 2 700X400mm Designed Checked Approved Drawn Date Date Date Scale(s) Suffix Date Descriptions REVISIONS NOTES Designed Checked Approved Drawn Date Date Date Scale(s) Suffix Date 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 PLAN AND 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. LTD P.O.BOX 43386-80100, MOMBASA. PROJECT PROPOSED RESIDENTIAL DEVELOPMENT ON PLOT L/R NO. 61347/61348 NGONG/ NGONG. ARCHITECTS ARCH. LOUIS MUSA.
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Transcript of Layout (31!3!2015)-Typical Flr
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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.
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