Warehouse Structural Drawings
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5000
C1
C1
A
5000
5000
5000
B 5000
5000
C2
C2
B1
C2
5000
C
C1
B1 C1 C1
B1 C1 C1
2
B1 B1
C1 C1
B1 C1
B1
C2
B1
C2
C1
5000
D 4
B1 C1
3
1
B1
C1
2
1
B1
1
FOUNDATION LAY OUT
30000
5000
NOTES:
B1
7
B1
6
B1
5
1:50, 1:25 19012008
SCALE DRG NO.
DRAWN JUNE 2010 01 SHEET NO.
................................
ARCHITECT
DATE
FOUNDATION LAYOUT DETAILS
DESIGNED
Ms OSILO GRACE, P.O.BOX........., TEL.................. TITLE
AT PLOT............, BLOCK .........., MBALE.
PROPOSED WAREHOUSE AND SUPPORT FACILITIES
CLIENT
PROJECT
STRUCTURAL & CIVIL ENGINEERS
SECTION 1-1 THRU FOUNDATION
690
SECTION 2-2 THRU FOUNDATION
690
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
strength of 25N/mm^2 at 28days with 20mm maximum
(b) Reinforced concrete to have a minimum works cube
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
200 150
B1 SITE DIMENSIONS
B1
B1
50 230
2 C2
200 150
C1 B1
SITE DIMENSIONS
B1 50 230
B1
5000
5000
5000
TRUSS T1 5000
5000
NOTES:
TRUSS T1
TRUSS T1
TRUSS T1
TRUSS T1
15000
D 4
3
2
1
TRUSS T1 6
1:50, 1:10 19012008
DRG NO.
................................
JUNE 2010 04
DATE SHEET NO.
Ms OSILO GRACE, P.O.BOX........., TEL..................
AT PLOT............, BLOCK .........., MBALE.
SCALE
DRAWN
DESIGNED
ARCHITECT
TITLE
CLIENT
PROJECT
TEL O77838691,075693987,031261050 PROPOSED WAREHOUSE AND SUPPORT FACILITIES
PLOT 967 MBOGO ROAD KIBULI
STRUCTURAL & CIVIL ENGINEERS
TYP. SECTION THRU RING BEAM
230
2Y16
R8-200C/C
2Y16
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
strength of 25N/mm^2 at 28days with 20mm maximum
(b) Reinforced concrete to have a minimum works cube
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
300
A
5
ROOF AND RING BEAM LAY OUT
30000
5000
TRUSS T1 7
5000
C
.
2x2Y10-17 B
2x3Y10-16-300 T
B.R.C MESH B.S No.A142
6900
5000
2x2Y10-17 B
.
.
8
7
6
5
34Y16-1/R-18-ALT
4
B.R.C MESH B.S No.A142
3
5000
30000
5000
5000
6
5
5000
D 4
3
2985
2
1
REINFORCEMENT DETAILS - SUSPENDED FLOOR SLAB
5000
5000
NOTES:
1:50 , 1:10 19012008
SCALE DRG NO.
DRAWN
DESIGNED
................................
JUNE 2010 02
DATE SHEET NO.
SUSPENDED SLA, BEAMS AND SECTION DETAILS
ARCHITECT
Ms OSILO GRACE, P.O.BOX........., TEL.................. TITLE
AT PLOT............, BLOCK .........., MBALE. CLIENT
PROJECT
TEL O77838691,075693987,031261050 PROPOSED WAREHOUSE AND SUPPORT FACILITIES
PLOT 967 MBOGO ROAD KIBULI
STRUCTURAL & CIVIL ENGINEERS
TYP. SECTION THRU grid A(1-7),D(1-7),7(A-D)
230
2Y16
R8-200C/C
2Y16
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
strength of 25N/mm^2 at 28days with 20mm maximum
(b) Reinforced concrete to have a minimum works cube
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
400
2x3Y10-16-300 T
5000
2
1
8
7
B
6
5000
5
M
4
B.R.C MESH B.S No.A142
3
A
M
2
1
.
7
LEVEL 1
18
18
C/C
985
1000
1200
985
1000
1200 LEVEL 2 13Y12-06-200C/C
2Y16-02
25R8-01-200C/C
3Y16-02
5000
Y
Y
-Gauge 28 roof sheeting -40x40x3mm ties and struts -60x40x3mm rafter and tie beam -150mm Z-purlins
Y12-01
Y12-02
4Y20-03
TRUSS T1
1500
03
03
03
03
C2
04
10Y12-01-150C/C
TYP. SECTION THRU COLUMN BASE B1
1008 15000
1023
B E A M ( 230 X 500) on grid 1(A-D), grid 2(A-D).
1Y16-04-at column connection
00
X
Z
X
Z
04
04
50
2Y16-03
55
5mm welds
190
400
3Y16-02
50 55
25R8-01-200C/C
5000
04 04
02
60x30x3mm SHS from Truss 1
Z
04
04
04
02
02
230
02
02
01
SECTION THRU X-X
01
SECTION THRU Z-Z
04
230
5mm PLATE 18Ø HOLES TO RECEIVE 4M16mm J-BOLTS
Z
X
4Y20-02
X
4Y16-04
Plan A connection detail.
05
04
400
05
03
02
02
SECTION THRU Z-Z
04
6Y16-04+2Y12-05
1Y16-04-at column connection
14R8-01-175C/C
2Y16-02
25R8-01-200C/C
18
6-2
03
400
6Y16-02+2Y12-03
02
02
SECTION THRU X-X
02
200
3Y16-02
5000
18
B.S No.142 B.R.C MESH
18
0 1000
985
2400
2-0
Y12-10 Y12-09
2400
Y12-08
Y1
COLUMN BASE B1 (1500X1500) 6 No.s thus.
03 04
230
X
18
985
Y12-07
24
1327 10Y12-01-150C/C
05
03
38 125 37
X
18
1991
900
300mm. 150mm. 150mm. LANDING 9Y12-06-200C/C
6Y16-03+2Y12-05
03
05
C1
NOTES:
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
(b) Reinforced concrete to have a minimum works cube
strength of 25N/mm^2 at 28days with 20mm maximum
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
03
03
TEL O77838691,075693987,031261050
PROPOSED WAREHOUSE AND SUPPORT FACILITIES
FDNS,BEAMS,COLUMNS,TRUSS AND SECTION DETAILS
Ms OSILO GRACE, P.O.BOX........., TEL..................
AT PLOT............, BLOCK .........., MBALE.
CLIENT
SCALE
19012008
1:25,1:10
SHEET NO.
DATE
03
JUNE 2010
................................
DRG NO.
DRAWN
DESIGNED
ARCHITECT
TITLE
PROJECT
PLOT 967 MBOGO ROAD KIBULI
STRUCTURAL & CIVIL ENGINEERS
TYP. SECTION THRU Y-Y grid 1(A-D),2(A-D)
230
02 02 02
01
03 04 03
TYP. SECTION THRU X-X grid 1(A-D),2(A-D)
230
02 02 02
01
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
200
125
/C 0C
XR8-04-175C/C 03
COLUMN TYPE C2 (6No.) 230x230mm
14R8-01-175C/C
125
-20
Y12-02 Y12-01
12R8-01-175C/C
COLUMN TYPE C1 (14No.) 400x230mm
12R8-01-175C/C
3414
1630
-06
6Y12-10-200c/c
976
900
6Y12-08-200c/c
1577
2400
6Y12-05-200c/c
STAIR CASE 1 PLAN
2 Y1
Y12-04
Y12-05
TREADS RISERS WAIST
2400
75Y12-06-200C/C
Y12-03
29
6Y12-07-200c/c
SECTION THRU MAXPAN SLAB M-M
06
6Y12-04-200c/c
SITE DIMENSIONS
1500
1500
COLUMN BASE B1 (1500X1500) 14 Nos thus.
230
230
300
200
300
300 2000
200 150
SITE DIMENSIONS 50 300 1500
300
2000
400
2300
15075
230 230
10Y12-02-150C/C
6Y12-09-200c/c
TYP. SECTION THRU COLUMN BASE B1
XR8-04-175C/C
6Y12-03-200c/c
572
06
1200
A
6Y12-01-200c/c
Y12-02
06
06
690
SITE DIMENSIONS
400 2300 15075
6Y12-02-200c/c
SECTION THRU STAIRCASE 1 PLAN
10Y12-02-150C/C
200 150
50 300
1350 1350 Y12-01 06
200 150
50 230
1100
C1
C1
A
5000
5000
5000
B 5000
5000
C2
C2
B1
C2
5000
C
C1
B1 C1 C1
B1 C1 C1
2
B1 B1
C1 C1
B1 C1
B1
C2
B1
C2
C1
5000
D 4
B1 C1
3
1
B1
C1
2
1
B1
1
FOUNDATION LAY OUT
30000
5000
NOTES:
B1
7
B1
6
B1
5
1:50, 1:25 19012008
SCALE DRG NO.
DRAWN JUNE 2010 01 SHEET NO.
................................
ARCHITECT
DATE
FOUNDATION LAYOUT DETAILS
DESIGNED
Ms OSILO GRACE, P.O.BOX........., TEL.................. TITLE
AT PLOT............, BLOCK .........., MBALE.
PROPOSED WAREHOUSE AND SUPPORT FACILITIES
CLIENT
PROJECT
STRUCTURAL & CIVIL ENGINEERS
SECTION 1-1 THRU FOUNDATION
690
SECTION 2-2 THRU FOUNDATION
690
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
strength of 25N/mm^2 at 28days with 20mm maximum
(b) Reinforced concrete to have a minimum works cube
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
200 150
B1 SITE DIMENSIONS
B1
B1
50 230
2 C2
200 150
C1 B1
SITE DIMENSIONS
B1 50 230
B1
5000
5000
5000
TRUSS T1 5000
5000
NOTES:
TRUSS T1
TRUSS T1
TRUSS T1
TRUSS T1
15000
D 4
3
2
1
TRUSS T1 6
1:50, 1:10 19012008
DRG NO.
................................
JUNE 2010 04
DATE SHEET NO.
Ms OSILO GRACE, P.O.BOX........., TEL..................
AT PLOT............, BLOCK .........., MBALE.
SCALE
DRAWN
DESIGNED
ARCHITECT
TITLE
CLIENT
PROJECT
TEL O77838691,075693987,031261050 PROPOSED WAREHOUSE AND SUPPORT FACILITIES
PLOT 967 MBOGO ROAD KIBULI
STRUCTURAL & CIVIL ENGINEERS
TYP. SECTION THRU RING BEAM
230
2Y16
R8-200C/C
2Y16
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
strength of 25N/mm^2 at 28days with 20mm maximum
(b) Reinforced concrete to have a minimum works cube
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
300
A
5
ROOF AND RING BEAM LAY OUT
30000
5000
TRUSS T1 7
5000
C
.
2x2Y10-17 B
2x3Y10-16-300 T
B.R.C MESH B.S No.A142
6900
5000
2x2Y10-17 B
.
.
8
7
6
5
34Y16-1/R-18-ALT
4
B.R.C MESH B.S No.A142
3
5000
30000
5000
5000
6
5
5000
D 4
3
2985
2
1
REINFORCEMENT DETAILS - SUSPENDED FLOOR SLAB
5000
5000
NOTES:
1:50 , 1:10 19012008
SCALE DRG NO.
DRAWN
DESIGNED
................................
JUNE 2010 02
DATE SHEET NO.
SUSPENDED SLA, BEAMS AND SECTION DETAILS
ARCHITECT
Ms OSILO GRACE, P.O.BOX........., TEL.................. TITLE
AT PLOT............, BLOCK .........., MBALE. CLIENT
PROJECT
TEL O77838691,075693987,031261050 PROPOSED WAREHOUSE AND SUPPORT FACILITIES
PLOT 967 MBOGO ROAD KIBULI
STRUCTURAL & CIVIL ENGINEERS
TYP. SECTION THRU grid A(1-7),D(1-7),7(A-D)
230
2Y16
R8-200C/C
2Y16
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
strength of 25N/mm^2 at 28days with 20mm maximum
(b) Reinforced concrete to have a minimum works cube
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
400
2x3Y10-16-300 T
5000
2
1
8
7
B
6
5000
5
M
4
B.R.C MESH B.S No.A142
3
A
M
2
1
.
7
LEVEL 1
18
18
C/C
985
1000
1200
985
1000
1200 LEVEL 2 13Y12-06-200C/C
2Y16-02
25R8-01-200C/C
3Y16-02
5000
Y
Y
-Gauge 28 roof sheeting -40x40x3mm ties and struts -60x40x3mm rafter and tie beam -150mm Z-purlins
Y12-01
Y12-02
4Y20-03
TRUSS T1
1500
03
03
03
03
C2
04
10Y12-01-150C/C
TYP. SECTION THRU COLUMN BASE B1
1008 15000
1023
B E A M ( 230 X 500) on grid 1(A-D), grid 2(A-D).
1Y16-04-at column connection
00
X
Z
X
Z
04
04
50
2Y16-03
55
5mm welds
190
400
3Y16-02
50 55
25R8-01-200C/C
5000
04 04
02
60x30x3mm SHS from Truss 1
Z
04
04
04
02
02
230
02
02
01
SECTION THRU X-X
01
SECTION THRU Z-Z
04
230
5mm PLATE 18Ø HOLES TO RECEIVE 4M16mm J-BOLTS
Z
X
4Y20-02
X
4Y16-04
Plan A connection detail.
05
04
400
05
03
02
02
SECTION THRU Z-Z
04
6Y16-04+2Y12-05
1Y16-04-at column connection
14R8-01-175C/C
2Y16-02
25R8-01-200C/C
18
6-2
03
400
6Y16-02+2Y12-03
02
02
SECTION THRU X-X
02
200
3Y16-02
5000
18
B.S No.142 B.R.C MESH
18
0 1000
985
2400
2-0
Y12-10 Y12-09
2400
Y12-08
Y1
COLUMN BASE B1 (1500X1500) 6 No.s thus.
03 04
230
X
18
985
Y12-07
24
1327 10Y12-01-150C/C
05
03
38 125 37
X
18
1991
900
300mm. 150mm. 150mm. LANDING 9Y12-06-200C/C
6Y16-03+2Y12-05
03
05
C1
NOTES:
1.Excavation to be confirmed by the Engineer before concrete blinding is laid.
2. Weak pockets of bearing strata to be dug out and filled with 1:4:8 mass concrete. 3. CONCRETE MIXES (a) Mass concrete to have a minimum works cube strength of 15N/mm^2 at 28days with 40mm Aggregate size.
(b) Reinforced concrete to have a minimum works cube
strength of 25N/mm^2 at 28days with 20mm maximum
aggregate size. 4. REINFORCEMENT (a) High Yield bars to be square twisted cold formed bars to BS4461 and are marked 'Y'on these drawings.
(b) Mild steel bars Marked 'R' on these dwgs to be round bars to BS 4483.
5.MINIMUM COVER TO ALL STEEL IN (i) Foundation, stubcolumns, column bases & ground beams =40mm (ii)Beams =25mm (iii) Slabs = 40mm (iv) Columns =30mm (v) Bot. slab =20mm
03
03
TEL O77838691,075693987,031261050
PROPOSED WAREHOUSE AND SUPPORT FACILITIES
FDNS,BEAMS,COLUMNS,TRUSS AND SECTION DETAILS
Ms OSILO GRACE, P.O.BOX........., TEL..................
AT PLOT............, BLOCK .........., MBALE.
CLIENT
SCALE
19012008
1:25,1:10
SHEET NO.
DATE
03
JUNE 2010
................................
DRG NO.
DRAWN
DESIGNED
ARCHITECT
TITLE
PROJECT
PLOT 967 MBOGO ROAD KIBULI
STRUCTURAL & CIVIL ENGINEERS
TYP. SECTION THRU Y-Y grid 1(A-D),2(A-D)
230
02 02 02
01
03 04 03
TYP. SECTION THRU X-X grid 1(A-D),2(A-D)
230
02 02 02
01
6. GEOTECHNICAL INVESTIGATIONS SHOULD BE DONE BEFORE CONSTRUCTION
200
125
/C 0C
XR8-04-175C/C 03
COLUMN TYPE C2 (6No.) 230x230mm
14R8-01-175C/C
125
-20
Y12-02 Y12-01
12R8-01-175C/C
COLUMN TYPE C1 (14No.) 400x230mm
12R8-01-175C/C
3414
1630
-06
6Y12-10-200c/c
976
900
6Y12-08-200c/c
1577
2400
6Y12-05-200c/c
STAIR CASE 1 PLAN
2 Y1
Y12-04
Y12-05
TREADS RISERS WAIST
2400
75Y12-06-200C/C
Y12-03
29
6Y12-07-200c/c
SECTION THRU MAXPAN SLAB M-M
06
6Y12-04-200c/c
SITE DIMENSIONS
1500
1500
COLUMN BASE B1 (1500X1500) 14 Nos thus.
230
230
300
200
300
300 2000
200 150
SITE DIMENSIONS 50 300 1500
300
2000
400
2300
15075
230 230
10Y12-02-150C/C
6Y12-09-200c/c
TYP. SECTION THRU COLUMN BASE B1
XR8-04-175C/C
6Y12-03-200c/c
572
06
1200
A
6Y12-01-200c/c
Y12-02
06
06
690
SITE DIMENSIONS
400 2300 15075
6Y12-02-200c/c
SECTION THRU STAIRCASE 1 PLAN
10Y12-02-150C/C
200 150
50 300
1350 1350 Y12-01 06
200 150
50 230
1100
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