detail 'a' scale...
TRANSCRIPT
DETAIL 'A'
SCALE 1:10
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
AutoCAD SHX Text
TANK WALL LAYOUT PLAN SCALE 1: 25
AutoCAD SHX Text
150mm THICK COVER SLAB LAYOUT PLAN SCALE 1: 25
AutoCAD SHX Text
450x200mm BM2
AutoCAD SHX Text
450x200mm BM1
AutoCAD SHX Text
450x200mm BM1
AutoCAD SHX Text
450x200mm BM2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
C1
AutoCAD SHX Text
C1
AutoCAD SHX Text
TANK FOUNDATION LAYOUT PLAN SCALE 1: 25
AutoCAD SHX Text
C1
AutoCAD SHX Text
DETAIL 'A' SCALE 1: 5
AutoCAD SHX Text
20mm Fillet Seal as Specified
AutoCAD SHX Text
Paint Concrete with Bituminous Pain & Cover with Bituminous Felt Roofing Paper
AutoCAD SHX Text
Sealant Filler
AutoCAD SHX Text
Bar Marks
AutoCAD SHX Text
300mm Dia. Column C1
AutoCAD SHX Text
Detail B
AutoCAD SHX Text
Detail A
AutoCAD SHX Text
TANK SECTION 1 - 1 SCALE 1: 25
AutoCAD SHX Text
W.L
AutoCAD SHX Text
W.L
AutoCAD SHX Text
2148.50
AutoCAD SHX Text
Ground Level
AutoCAD SHX Text
2151.10
AutoCAD SHX Text
DETAIL 'B' AT WALL BASE SCALE 1: 10
AutoCAD SHX Text
50mm Thick Blinding
AutoCAD SHX Text
Approved water proofing
AutoCAD SHX Text
20mm fillet seal as specified
AutoCAD SHX Text
30mm thick cement/sand (1:2) plaster
AutoCAD SHX Text
DETAIL 'B' AT WALL BASE SCALE 1: 10
AutoCAD SHX Text
50mm Thick Blinding
AutoCAD SHX Text
Approved water proofing
AutoCAD SHX Text
20mm fillet seal as specified
AutoCAD SHX Text
30mm thick cement/sand (1:2) plaster
AutoCAD SHX Text
Concrete surrounding pipe
AutoCAD SHX Text
All overflow pipes to be fitted with mosquito gauze
AutoCAD SHX Text
Reinforcement bent to pass under and over the pipe
AutoCAD SHX Text
6
AutoCAD SHX Text
2T10 bars through joint
AutoCAD SHX Text
Spindle
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGUMENTATION PROJECT
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title: 50m3 WATER STORAGE TANK.
AutoCAD SHX Text
REV
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
P.O BOX 45283 - 00100 NAIROBI TEL: 020 - 2727438 FAX: 2724295
AutoCAD SHX Text
CHIEF MANAGER - WATER WORKS ATHI WATER WORKS DEVT AGENCY
AutoCAD SHX Text
CLIENT / EMPLOYER:
AutoCAD SHX Text
P.O BOX 45283 - 00100 NAIROBI TEL: 020 - 2727438 FAX: 2724295
AutoCAD SHX Text
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 conjunction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 and blinding class 15 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. "T" Denotes deformed high yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. 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. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15 14. All concrete edges shall have 20x20mm chamfer
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
Project tittle:
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
FOUNDATION, COVER SLAB LAYOUT PLAN, SECTION
AutoCAD SHX Text
B.O.O
AutoCAD SHX Text
B.O.O
AutoCAD SHX Text
A.C.O
AutoCAD SHX Text
NOVEMBER 2017
AutoCAD SHX Text
1: 25, 1:50
AutoCAD SHX Text
MCE 225
AutoCAD SHX Text
1 of 3
AutoCAD SHX Text
S.N.M
AutoCAD SHX Text
MCE-GAT-WT-001
1
1
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
AutoCAD SHX Text
300mm DIA. COLUMN C1 - 1 No. OFF SCALE 1: 25
AutoCAD SHX Text
03
AutoCAD SHX Text
05
AutoCAD SHX Text
04
AutoCAD SHX Text
05
AutoCAD SHX Text
05
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
6 T12-02
AutoCAD SHX Text
6 T12-01
AutoCAD SHX Text
15 T8-03-200 c/c
AutoCAD SHX Text
SECTION 1 - 1 SCALE 1: 25
AutoCAD SHX Text
6(02)
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
(03)
AutoCAD SHX Text
450 x 200mm BEAM 2 - 2 No. OFF SCALE 1: 25
AutoCAD SHX Text
SECTION 1 - 1 SCALE 1: 25
AutoCAD SHX Text
2(03)
AutoCAD SHX Text
2(01)
AutoCAD SHX Text
(03)
AutoCAD SHX Text
2 T12-01
AutoCAD SHX Text
2 T12-01
AutoCAD SHX Text
2 T16-02
AutoCAD SHX Text
2 T12-04
AutoCAD SHX Text
12 T8-03-200 c/c
AutoCAD SHX Text
12 T8-03-200 c/c
AutoCAD SHX Text
450x200mm BEAM 1 SCALE 1: 25
AutoCAD SHX Text
2 T12-01
AutoCAD SHX Text
2 T12-01
AutoCAD SHX Text
T8-02-200
AutoCAD SHX Text
T10-01-200 B1/T1 Varies
AutoCAD SHX Text
T10-02-200 B2/T2 Varies
AutoCAD SHX Text
TANK FOUNDATION R.C DETAILS SECTION 1 - 1 SCALE 1: 25
AutoCAD SHX Text
T10-01-200 B1/T1
AutoCAD SHX Text
01
AutoCAD SHX Text
T10-02-200 B2/T2
AutoCAD SHX Text
02
AutoCAD SHX Text
T10-03-200 B1/B2 Varies
AutoCAD SHX Text
03
AutoCAD SHX Text
T10-05-200 B1
AutoCAD SHX Text
T10-04-200 B2
AutoCAD SHX Text
T10-06-200 T1 Varies
AutoCAD SHX Text
T10-07-200 T2 Varies
AutoCAD SHX Text
05
AutoCAD SHX Text
05
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
300mm Dia. Column C1
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGUMENTATION PROJECT
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title: 50m3 WATER STORAGE TANK.
AutoCAD SHX Text
REV
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
P.O BOX 45283 - 00100 NAIROBI TEL: 020 - 2727438 FAX: 2724295
AutoCAD SHX Text
CHIEF MANAGER - WATER WORKS ATHI WATER WORKS DEVT AGENCY
AutoCAD SHX Text
CLIENT / EMPLOYER:
AutoCAD SHX Text
P.O BOX 45283 - 00100 NAIROBI TEL: 020 - 2727438 FAX: 2724295
AutoCAD SHX Text
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 conjunction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 and blinding class 15 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. "T" Denotes deformed high yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. 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. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15 14. All concrete edges shall have 20x20mm chamfer
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
Project tittle:
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
R.C DETAILS
AutoCAD SHX Text
FOUNDATION, COVER SLAB, COLUMN AND BEAMS
AutoCAD SHX Text
B.O.O
AutoCAD SHX Text
B.O.O
AutoCAD SHX Text
A.C.O
AutoCAD SHX Text
NOVEMBER 2017
AutoCAD SHX Text
1: 25, 1:50
AutoCAD SHX Text
MCE 225
AutoCAD SHX Text
2 of 3
AutoCAD SHX Text
S.N.M
AutoCAD SHX Text
MCE-GAT-WT-002
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
AutoCAD SHX Text
225mm THICK TANK FOUNDATION & DETAILS LAYOUT PLAN SCALE 1: 50
AutoCAD SHX Text
C1
AutoCAD SHX Text
Y
AutoCAD SHX Text
VALVE CHAMBER
AutoCAD SHX Text
150mm OVERFLOW PIPE
AutoCAD SHX Text
80mm SCOUR PIPE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
VALVE CHAMBER
AutoCAD SHX Text
200mm INLET PIPE
AutoCAD SHX Text
Y
AutoCAD SHX Text
200mm OUTLET PIPE
AutoCAD SHX Text
CHAMBER
AutoCAD SHX Text
Fabric Mesh Ref. A142 Minimum cover from top = 25mm
AutoCAD SHX Text
Fabric Mesh Ref. A142 Minimum cover from top = 25mm
AutoCAD SHX Text
300mm Dia. Column C1
AutoCAD SHX Text
VALVE CHAMBER
AutoCAD SHX Text
Fabric Mesh Ref. A142 Minimum cover from top = 25mm
AutoCAD SHX Text
Fabric Mesh Ref. A142 Minimum cover from top = 25mm
AutoCAD SHX Text
SECTION X - X SCALE 1: 50
AutoCAD SHX Text
W.L
AutoCAD SHX Text
W.L
AutoCAD SHX Text
CHAMBER
AutoCAD SHX Text
Fabric Mesh Ref. A142 Minimum cover from top = 25mm
AutoCAD SHX Text
Fabric Mesh Ref. A142 Minimum cover from top = 25mm
AutoCAD SHX Text
SECTION Y - Y SCALE 1: 50
AutoCAD SHX Text
T10-10-200 B1/T1
AutoCAD SHX Text
T10-09-200 T2
AutoCAD SHX Text
T10-08-200 B2
AutoCAD SHX Text
T10-11-200 B1
AutoCAD SHX Text
W.L
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGUMENTATION PROJECT
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title: 50m3 WATER STORAGE TANK.
AutoCAD SHX Text
REV
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
P.O BOX 45283 - 00100 NAIROBI TEL: 020 - 2727438 FAX: 2724295
AutoCAD SHX Text
CHIEF MANAGER - WATER WORKS ATHI WATER WORKS DEVT AGENCY
AutoCAD SHX Text
CLIENT / EMPLOYER:
AutoCAD SHX Text
P.O BOX 45283 - 00100 NAIROBI TEL: 020 - 2727438 FAX: 2724295
AutoCAD SHX Text
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 conjunction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 and blinding class 15 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. "T" Denotes deformed high yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. 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. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15 14. All concrete edges shall have 20x20mm chamfer
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
Project tittle:
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
WATER TANK CONNECTION
AutoCAD SHX Text
B.O.O
AutoCAD SHX Text
B.O.O
AutoCAD SHX Text
A.C.O
AutoCAD SHX Text
NOVEMBER 2018
AutoCAD SHX Text
1: 25, 1:50
AutoCAD SHX Text
MCE 225
AutoCAD SHX Text
3 of 3
AutoCAD SHX Text
S.N.M
AutoCAD SHX Text
MCE-GAT-WT-003