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Engineering drawings
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SHEET TITLEDRAWING DETAILS:
DRAWN BY:
CHK'D BY:
SCALE:
Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.1: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
COVERPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
CONSULTANT WORKS OF
KIGALI BATSINDA ESTATE
CONSULTANT: PLAN WORKS LTD
CLIENT: BATSINDA
CONTENT:
STRUCTURAL DRAWINGS
SHEET TITLEDRAWING DETAILS:
DRAWN BY:
CHK'D BY:
SCALE:
Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.2: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
GENERAL NOTES
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
NOTES
1.General
1.1.All drawings shall be read in conjunction with the relevant general arrangement, services,Architectural, equipment supplier's drawings and specifications.Any discrepancy shall be broughtto the notice of engineer before commencing works.
1.2.All dimensions are in millimeters unless otherwise indicated.
1.3.All dimensions to be checked on site for all discrepancies and confirm with the Architect.
1.4.All levels indicated are finished floor levels unless noted otherwise.
1.5. In the event that any of the notes given in this drawing are in conflict with the requirementsof the technical specification, the specification shall take precedence.The conflicting note shouldin any case be brought to the attention of the structural engineer.
2.Foundation Formation Level
2.1Foundation formation level to be determined on site to the approval of the engineer should not be less than 600mm.
3. Concrete
3.1 Concrete mix designs shall be submitted to the engineer for approval prior to commencementof any concrete works.
3.2 Blinding mass conctere shall be grade E(1:3:6) or grade C15 unless noted otherwise.
3.3 .Concrete grade for all reinforced concrete shall be grade C25 unless noted otherwise.
3.3 Concrete grade for all sub structures shall not be less than grade C30.
4. Reinforcement
4.1 All high tensile and mild steel to be in accordance with B.S 4449 and mesh fabric to be madefrom cold worked steel bars in accordance with B.S 483.
4.2 Unless otherwise stated on the drawings minimum clear concrete cover to main reinforcementsto be as follows: Foundations 50mm Ground floor slab (bottom and sides) 50 mm Ground sloor slab (top) 30 mm Columns 25 mm Beams 25 mm Slabs and staircases 25mm
Maximum tolerance on concrete cover to be +/- 5mm
4.3 Minimum laps to all bars to be 50 X diameter of the bar unless otherwise stated.
4.4 When reinforcing steel is noted as continuous in beams, slabs and/ or walls, or when only atypical section is given, laps should only be used when they are unavoidable due to stock lengths.In this case all laps shall be staggered a minimum of 1200 mm.The top bar splices should be located'WITHIN THE MIDDLE HALF OF THE SPAN', and the bottom bar splices should be located at
'SUPPORTS or BETWEEN SUPPORTS &1/4 SPAN POINT' unless noted otherwise in the drawings.
4.5 Where we have wall along the column grids, Hoop iron must be used after every 2 alternatecourses.
5. Structural steel
5.1 All structural steel work to be grade S275 unless noted otherwise.
5.2 All bolted connections to use grade8.8 bolts with washers unless noted otherwise.
5.3Connection details for all structural steelwork to be in accordance with the engineer's drawings.
5.4Contractor shall submit shop drawings for the approval of the engineer before commencement offabrication.
5.5Protection of the structural steelwork to be as per technical specifications.
5.6All open ends of R.H.S. and S.H.S. sections shall be blocked with 3 mm thick plates unless notedotherwise.
6. Cement grout
6.1 All grouting for bolt pockets and under structural steel base plates shall be done with non-shrinkcement grout in accordance with technical specifications.
6.2 Grouting for foundations supporting plant and machinery supplied by plant contractors shall beas per the requirements of the plant contractors.
7.Holding down bolts
7.1 All holding down bolts shall be of grade8.8 unless noted otherwise.
7.2.Holding down bolts shall be set in position indicated on the drawings by means of templatesand shall be securely fixed in position to prevent displacement during concreting.
8. Built-in items for plant contractors
8.1 All built-in items for erection of steelwork and plant by other contractors to be set to the requiredtolerances as specified by plant contractors, and shall be approved by the plant contractor orengineer as directed by the engineer.
9. Timber
9.1 All timber to be seasoned cypress Grade II (structural) grade or better in accordance withtechnical specifications and to structural engineer's approval.
9.2 All timber shall be preservative treated as per technical specifications.
9.3 Wall plate to be fixed to concrete beam with 12 mm diameter bolts at 600 mm c/c.
9.4 All timber rafters and trusses shall be fixed to wall plate using nails and 3 mm thick bend plate.
9.5 Bolts for connection of timber members shall be 16 mm dia. black bolts with washers unlessotherwise noted.
10. Finishes
10.1 All finishes to structural elements shall be in accordance with architectural drawings.
10.2 All structural steelwork delivered to site shall be primed and painted in accordance with technical specifications.
10.3 Finishes for exposed concrete roof and gutters shall be as follows:The waterproofing for concrete roofs where specified shall consist of the following layers:-Minimum 12 mm thick cement screed laid to falls;-Approved waterproofing membrane laid in accordance with technical specifications.
11.Movement joints
11.1 Expansion joints if any shall be 20 mm thick unless noted otherwise.
11.2 Expansion joints if any shall consist of flexcell filler or equivalent with mastic sealant to the approval of enginer
11.3 Contaction joints (if any) shall have 10 mm wide X 20 mm deep grooves filled with masticsealant and with M12X400 mm long dowels across the joint at 300 c/c, with one end debonded.
12.Water tightness for concrete
12.1 Contractor shall ensure watertightness for water retaining or excluding structures by using
concrete admixture (MASTERSEAL 501-BASF) or equivalent.Concrete structures required to meetthis requirement shall be as specified on the drawings.
12.2 All construction joints for watertight structures shall have 200 mm wide PVC waterbar.
12.3 Incase of a raft foundation, a waterproofing concrete admixture (MegaADD WL1) MUST be used
SHEET TITLEDRAWING DETAILS:
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Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.3: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
SLAB DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
1
2
3
4
5
6
7
8
910
1112
13
14
15
16
17
18
1,000
1,000
1,000
1,000
1,000
1,100
1,1001,000 1,000
1,000
1,000
1,000
1,100
1,000 1,500
1,000 1,500
1,000
1,500
1,100
2,600
1,500
1,000 1,0001,000
1,000
1,000
1,100
1,000
1,100
1,100
1,000 1,000
1,500 1,000
1,000
1,000
1,500 1,000
1,500
1,500
1,000
1,500
1,000
1,500
1,000
1,500 1,100
1,100
1,500 1,100
1,100 1,500
1,100
1,100
1,000
1,100
1,000
1,000
1,000
1,000
1,500
1,150 1,450
1,150 1,450
2,600
1,100
1,000
1,000
26T10-01-150T1
1
2
29T10-02-150T1
26T10-03-150T1
15T10-01-150T1
3
1
1
4
5
15T10-01-150T1
25T10-04-150T1
29T10-05-150T1
53T10-06-150T1
27T10-06-150T1
1
7
8
8
9
15T10-01-150T1
10T10-07-150T1
39T10-08-150T1
1
7
8
15T10-01-150T1
10T10-07-150T1
39T10-08-150T1
27T10-09-150T1
27T10-08-150T1
27T10-10-150T1
10
6
26T10-01-150T1
1
2
29T10-02-150T1
26T10-03-150T1
15T10-01-150T1
3
1
1
5
15T10-01-150T1
25T10-04-150T1
29T10-05-150T1
4
67T10-01-150T2
67T10-03-150T2
5 1010 94T10-10-150T267T10-05-150T2
48T10-01-150T2
11 12 13 14 10 14 13 12 1156T10-11-150T252T10-12-150T232T10-13-150T254T10-14-150T2
30T10-10-150T2
106T10-06-150T2
56T10-15-150B252T10-16-150B232T10-17-150B2
15 16 17 151617
18 20 19 181916T10-18-150B240T10-19-150B230T10-20-150B2
67T10-21-150B240T10-23-150B1
15T10-22-150B1
22
23
24
15T10-24-150B1
25
26
27
15T10-26-150B1
26T10-25-150B1
10T10-27-150B1
40T10-23-150B1
15T10-22-150B1
22
23
24
15T10-24-150B1
25
26
27
15T10-26-150B1
26T10-25-150B1
10T10-27-150B1
28
29
29
53T10-28-150B1
39T10-29-150B1
SHEET TITLEDRAWING DETAILS:
DRAWN BY:
CHK'D BY:
SCALE:
Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.4: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
BEAMS LAYOUT
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
1
2
3
4
5
6
7
8
910
11
12
13
14
15
16
17
18
G G
H H
F F
E E
D D
C C
B B
A A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
I I
G G
2,8
00
1,1
00
3,9
00
2,0
00
2,2
00
1,5
00
2,1
00
2,0
00
2,000 2,000 3,750 2,150 1,000 2,850 250 1,000 1,600 1,400 2,700 1,100 2,150 3,750 2,000 2,000
1,0
00
1,000
1,0
00
BEA
M 01
BEAM 02 BEAM 02
BEA
M 0
3BEA
M 0
3BEA
M 03
BEA
M 0
4BEA
M 0
4
BEA
M 04
BEA
M 04
BEAM 05 BEAM 05 BEAM 05
BEA
M 0
6BEA
M 0
6
BEA
M 06
BEA
M 06
BEA
M 0
7BEA
M 0
7BEA
M 0
7BEA
M 0
7
BEA
M 08
BEA
M 08
BEA
M 08
BEA
M 08
BEA
M 0
8BEA
M 0
8BEA
M 0
8BEA
M 0
8
BEA
M 0
7BEA
M 0
7BEA
M 0
7BEA
M 0
7
BEA
M 09
BEA
M 09
BEA
M 0
9BEA
M 0
9
BEA
M 1
1
BEAM 10
BEA
M 11
BEA
M 11
BEA
M 1
1BEA
M 1
1
BEAM 10
BEA
M 1
2BEAM 13 BEAM 13 BEAM 13 BEAM 13 BEAM 13 BEAM 13 BEAM 13
BEAM 14 BEAM 14
BEAM 15 BEAM 15 BEAM 15 BEAM 15
BEAM 16 BEAM 16BEAM 16
BEAM 16 BEAM 16 BEAM 16 BEAM 16 BEAM 16 BEAM 16
BEAM 17 BEAM 17
BEAMS LAYOUT
SHEET TITLEDRAWING DETAILS:
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Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.5: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
BEAMS DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
3,900
3T25
BEAM BM01-250 X 450
3T20
250
30
015
0
TYPICAL CROSS-SECTION
3T20
3T25
T8@200 C/C
4,100 5,700
6T25
3T25
6T25
BEAM BM02-250X450
3T25
250
300
150
TYPICAL CROSS-SECTION
3T25
6T25
T10@150
3,100 1,900 2,800
BEAM BM03-250X450
3T25 3T25 3T25
3T20 3T20 3T20
T8@200 T12@100 T8@200
3,900 3,900
BEAM BM 04-250X450
3T16
3T16
3T16
3T16
300
150
250
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
4,100 1,600 4,100
BEAM BM 05-250X450
3T16 3T16 3T16
3T16 3T16 3T16
T8@200 T8@200 T8@200
300
150
250
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
2,000
BEAM BM10-250X450
3T16
3T16
250
30
015
0
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
4,100 3,700
BEAM BM 06-250X450
3T16
3T16
3T16
3T16
30
015
0
250
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
4,100
BEAM BM11-250x450
3T16
3T16
30
015
0
250
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
SHEET TITLEDRAWING DETAILS:
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Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.6: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
BEAMS DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
4,200 1,500 2,100 2,000
BEAM BM 07-250X450
3T20
3T20
3T20
3T20
3T20
3T20
3T20
3T20
250
300
150
3T20
3T20
TYPICAL CROSS-SECTION
T10@200
2,100 1,500
3T163T16
BEAM BM18-250X450
3T163T16
250
300
150
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
3,750 3,150 4,100 3,000 2,700 3,250 3,750
BEAM BM 13-250X450
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
30
015
0
250
T10@150
3T25
3T25
TYPICAL CROSS-SECTION
SHEET TITLEDRAWING DETAILS:
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Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.7: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
BEAMS DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
SHEET TITLEDRAWING DETAILS:
DRAWN BY:
CHK'D BY:
SCALE:
Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.8: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
BEAMS DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
2,100 5,700
BEAM BM 09-250X450
3T25
3T25
3T25
3T25
250
300
150
T10@200
3T25
3T25
TYPICAL CROSS-SECTION
1,500
BEAM BM12-250X450
3T16
3T16
30
015
0
250
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
4,000
BEAM BM14-250X450
3T16
3T16
3,750 2,150
BEAM BM15-2O0X500
3T16
3T16
3T16
3T16
30
015
0
250
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
300
150
250
TYPICAL CROSS-SECTION
3T16
3T16
T8@200
4,000 3,750
BEAM BM17-2O0X500
3T20
3T20
3T20
3T20
300
150
250
TYPICAL CROSS-SECTION
3T20
3T20
T10@200
4,100 1,500 2,200 2,000
BEAM BM 08-250X450
3T20
3T20
3T20
3T20
3T20
3T20
3T20
3T20
250
300
150
3T20
3T20
TYPICAL CROSS-SECTION
T10@200
SHEET TITLEDRAWING DETAILS:
DRAWN BY:
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Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.9: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
BEAMS DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
4,000 3,750 2,150 3,850 4,250 4,0003,7502,1503,850
BEAM BM 16-250X450
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
BEAM BM 16-250X450
3T25
3T25
3T25
3T25
3T25
3T25
3T25
3T25
250
300
150
T10@150
3T25
3T25
TYPICAL CROSS-SECTION
SHEET TITLEDRAWING DETAILS:
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Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.10: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
COLUMNS & FOOTINGS LAYOUT
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
1
2
3
4
5
6
7
8
910
11
12
13
14
15
16
17
18
F F
H H
E E
C C
D D
A A
B B
2
2
3
3
1
1
4
4
5
5
7
7
6
6
9
9
10
10
8
8
11
11
12
12
14
14
13
13
15
15
16
16
17
17
J J
I I
G G
950
1,500
300
1,100
2,750
1,800
950
1,500
300
900 900
2,000
1,700
1,500
600
600
1,500
1,700
1,000 1,000
600
1,500
1,700
1,000 1,000
1,700
1,500
600
2,000
350 1,600 550
690
1,900
410
2,600
2,000 2,000 3,750 2,150 1,000 2,850 250 1,000 1,600 1,400 2,700 1,100 2,150 3,750 2,000 2,000
2,000
2,100
1,500
2,200
2,000
3,100
8001,100
2,800
C1
C1
C1
C1
C1 C1
C1
C1
C1
C1
C1
C1
C2
C2
C2 C2
C2
C2 C2 C2 C2
C3
C3 C3 C3 C3 C3
C3
C3
C3
C3
C3
C3
C4
C4
C4
C4
C3
C4
C5 C5 C5
C4
C5
C2
C2
C2
C4
SHEET TITLEDRAWING DETAILS:
DRAWN BY:
CHK'D BY:
SCALE:
Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.11: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
COLUMNS DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
3,1
50
3,1
50
3,1
50
3,1
50
75
800
75
800
75
800
75
800
75
800
3,1
50
250X250MM COLUMN C1
3rd FLOOR
2nd FLOOR
GROUND FLOOR
A
B
C
D
A
B
C
D
1st FLOOR
E E
4th FLOOR
75
800
75
800
75
800
75
800
3,1
50
3,1
50
3,1
50
3,1
50
75
1,0
00
3,1
50
300X300MM COLUMN C2
A
B
C
D
A
B
C
D
3rd FLOOR
2nd FLOOR
GROUND FLOOR
1st FLOOR
EE
4th FLOOR
75
800
75
800
75
800
75
800
3,1
50
3,1
50
3,1
50
3,1
50
75
1,0
00
3,1
50
300X300MM COLUMN C3
3rd FLOOR
2nd FLOOR
GROUND FLOOR
A
B
C
D
A
B
C
D
1st FLOOR
EE
4th FLOOR
4T12
SECTION A-A
T8-150 TIES
T8-150 TIES
4T12
SECTION B-B
T8-150 TIES
4T16
SECTION C-C
T8-150 TIES
4T16
SECTION B-B
T8-150 TIES
6T16
SECTION E-E
T8-150 TIES
4T12
SECTION A-A
T8-150 TIES
4T12
SECTION B-B
T8-150 TIES
4T16
SECTION C-C
T8-150 TIES
8T16
SECTION D-D
T8-150 TIES
4T16-02
SECTION E-E
01 01
0101
01
01
02
02
02 02
4T20-01
4T12
SECTION A-A
T8-150 TIES
T8-150 TIES
4T16
SECTION B-B
T8-150 TIES
4T16
SECTION C-C
8T16
SECTION D-D
T8-150 TIES
T8-200 TIES
SECTION E-E
8T20
75
1,0
00
75
800
75
800
75
800
3,1
50
3,1
50
3,1
50
3,1
50
75
1,2
50
3,1
50
300X400MM COLUMN C4
3rd FLOOR
2nd FLOOR
GROUND FLOOR
A
B
C
D
A
B
C
D
1st FLOOR
E E
4th FLOOR 8T12
SECTION A-A
T8-150 TIES
T8-150 TIES
SECTION B-B
8T12
T8-150 TIES
SECTION C-C
8T16
T8-200 TIES
SECTION D-D
10T20
T8-200 TIES
SECTION E-E
4T25-01
01
01
01
01
02
02
02 02
6T20-0202 02
75
1,0
00
75
1,0
00
75
800
75
800
3,1
50
3,1
50
3,1
50
3,1
50
75
1,2
50
3,1
50
400X400MM COLUMN C5
3rd FLOOR
2nd FLOOR
GROUND FLOOR
A
B
C
D
A
B
C
D
1st FLOOR
E E
4th FLOOR
10T12
SECTION A-A
T8-150 TIES
SECTION B-B
10T12
T8-150 TIES
SECTION C-C
12T20
T8-200 TIES
SECTION D-D
12T20
T8-200 TIES
SECTION E-E
12T25
T8-200 TIES
SHEET TITLEDRAWING DETAILS:
DRAWN BY:
CHK'D BY:
SCALE:
Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.12: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
FOOTINGS DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
1,200
1,2
00
40
0
1,200
25
0
250
7T12-01-200
7T
12-0
1-2
00
7T12-01-200
7T12-01-200
BASE COLUMN C1
6T16
T8@ 150 C/C
50 mm blinding
300
30
0
1,800
1,8
00
400
1,800
10T16-02-200
10
T16
-02-2
00
10T16-02-200
10T16-02-200
BASE COLUMN C2
4T16+4T20
T8@ 150 C/C
50 mm blinding
2000
50
020
00
300
30
02000
11T16-05-200
11T
16
-05-2
00
11T16-05-200
11T16-05-200
BASE COLUMN C3
8T20
T8@ 200
50 mm blinding
300
2,500
2,5
00
600
2,500
400
BASE COLUMN C4
13T20@200
13
T20
@20
0
13T20@200
13T20@200
4T25+6T20
T8@ 200
50 mm blinding
400
400
2,600
2,6
00
60
0
2,600
BASE COLUMN C5
13T20-04-200
13T
20-0
4-2
00
13T20-04-200
13T20-04-200
12T20
T8@ 200 C/C
50 mm blinding
250
250
600 1,500 1,700
10
00
10
00
2,0
00
70
0
40
0
400
3,800
C5C1
20
T16
-200
T2
11T16-200T1
T8@ 200
12T256T16
50 mm blinding
T8@ 150
BASE COLUMN C1/C5
20T16@200
9T25@250
20T
16-2
00B
2
9T25-250B1
20T16@200
11T16@200
600 1,500 1,700
10
00
10
00
2,0
00
700
400
3,800
25
0
250
30
0
BASE COLUMN C1/C4
C4C1
20T
16-2
00 T
2
11T16-200T1
T8@ 200
4T25 + 8T206T16
50 mm blinding
T8@ 150
20T16@200
9T25@250
20
T16
-200
B2
9T25-250B1
20T16@200
11T16@200
25
0
300 1,500 950
90
090
0
1,8
00
250
65
0
30
0
300
2,750
C3C1
15
T16
-200
T2
10T16@200T1
T8@ 200
4T20 + 4T166T16
50 mm blinding
T8@ 150 C/C
BASE COLUMN C1/C3
15T16@200
10T16-200
15
T16
-200
B2
10T16@200B1
15T16@200
10T16@200
SHEET TITLEDRAWING DETAILS:
DRAWN BY:
CHK'D BY:
SCALE:
Eng. Vianney NTIBAZIYAREMYE, BSc
DATE: November 2013
1/100SHEET NO.13: FINAL PRESENTATION
DRG NO:
PHASE: FINAL DRAWINGS
CONSULTANTS PROJECT:
LOCATION:
CLIENT:
Eng. Vianney NTIBAZIYAREMYE, BSc
FOOTINGS & STAIRCASE DETAILS
FOR
PROPOSED APPARTEMENTPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdPLAN WORKS LtdP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALIP.O BOX 26, KIGALITEL:TEL:TEL:TEL:MOB: 0788757391MOB: 0788757391MOB: 0788757391MOB: 0788757391
BATSINDA ESTATEBATSINDA
LOGOLOGOLOGOLOGO
30
0
90
0
300 300
30
0
350 1600 550
2,500
2,5
00
C2C212T
20-2
50 T
2
12T20@250T1
T8@ 150
4T20 + 4T164T16+4T20
50 mm blinding
T8@ 150
BASE COLUMN C2/C2
12T20@250
12T20-250
12T
20-2
50 B
2
12T20@250B1
12T20@250
12T20@250
3,000
2,6
00
30
0
90
0
300
410 1,900 690
30
0
400
C4C3
13T
20-2
50 T
2
12T20@250T1
T8@ 200
4T25 + 6T208T20
50 mm blinding
T8@200
BASE COLUMN C3/C4
13T20@250
12T20-250
13
T20
-250
B2
12T20@250B1
13T20@250
12T20@250
4,000
1,6
00
150
150
7Y12-16-150B1
24Y12-15-200B2
7Y12-14-150B1T1
8Y12-13-200B1/T1
STAIRCASE DETAILS