585 [1'-11"]
203
ROOF LEVEL +
B-B CF 350 sq
CF 350 sq
2508 [8'-3"]
95 [4"]
CF 350 sq
CF 350 sq
6891 [22'-7"]
W 02
SC 400
WF 450
SC 400
COL 300 sq
SC 400
SEction M-M of c 300 sq
#6-M10-100 crs
3775 [12'-5"]
WF 450 CF 350 x700
4#-T16
M10@100/200 crs
1178 [3'-10"]
CF 350 x700
4#-T16
300 [1']
1127 [3'-8"]
300 [1']
COL 300 sq
scale 1 : 20
CF 1000 sq
750 [2'-6"] 250 500 [10"] [1'-8"]
W 03
Existing wall
MALE BATHROOM
bolts welded to to underside of 200x600x6mm thick plate pressed in concrete at pour
700 [2'-4"]
FEMALE BATHROOM
W 04
section of column 200x600 in footing 350x700
COL 300 sq
scale 1 : 20
SC 400
WF 450
700 [2'-4"]
CF 1000 sq
TRANSITION AREA
T16 bars @ 200 crs B2 T16 bars @ 200 crs B1
CF 650x1000 sq
Col 200x600
350 [1'-2"]
8520 [27'-11"]
COL 300 sq
#12-M10-100 crs
50x250 x4mm thick RHS welded to 200x600x6mm plate with 4mm fillet weld all around
Col. footing 350x700
FIRST FLOOR LEVEL +
#6-M10-100 crs
3776 [12'-5"]
CF 650x1000 sq
M10 bars @100 crs
SC 400
Plan of column 200x600 in footing 350x700 scale 1 : 20
#6-M10-100 crs
WASH MOP SINK
SC 400 Existing wall
E & M ROOM
WF 450
COL 300 sq
A-A
COL 300 sq
SC 400
CF 1000 sq CF 650x1000 sq
WF 450 1824 [6']
GENERATOR ROOM
SC 400
75x75 x4mm thick RHS welded to plate with 4mm fillet weld all around
TRANSITION AREA
G R I L L
750 [2'-6"] 250 500 [10"] [1'-8"]
WF 450
W O R K
KITCHEN
WF 450 1360 [4'-6"]
UP
bolts welded to to underside of 150x150x6mm thick plate pressed in concrete at pour
#4-T12 bars at mid face
#12-M10-100 crs
203
UP CF 650x1000 sq
COL 300 sq
350 [1'-2"]
Existing wall
COL 300 sq
SC 400
section of column 200 sq in footing 350 sq scale 1 : 20
W 05
WF 450
CF 1000 sq
#4-T16 bars at corners
100mm Slab 21Mpa concrete, JRC 126 Fabric 38 mm from top on compacted marl fill 200mm thick avg
350 [1'-2"] 350 [1'-2"]
Col 200 sq
203 B-B
GROUND LEVEL +
Col. footing 350 sq
Gound floor foundation PLAN
M10 bars @100 crs
scale 1 : 50
Plan of column 200 sq in footing 350 sq
300 [1']
1000 [3'-3"] 700 [2'-4"]
#6-M10-100 crs
scale 1 : 20
M10 bars 800 horz.
T16 bars @ 200 crs B2 T16 bars @ 200 crs B1
1000 [3'-3"]
152 [6"] M12 bars @ 400 vert.
edge detail at door/window
Tee detail
scale 1 : 20
scale 1 : 20
M12 bars @ 400 vert. (all block pockets filled)
Elevation of column c 300 in CF 1500 scale 1 : 20
500 lap
M12 bars @ 400 vert.
corner detail
Typical Lintel detail (LB 150x200)
scale 1 : 20
scale 1 : 20
section A-A scale 1 : 20
#5-T16-200 crs B1, B2
Landing
100 [4"]
C 300sq M10@250 crs M12@250 crs
450 [1'-6"]
Wf 450 scale 1 : 20
400 [1'-4"]
SC 400 scale 1 : 20
200mm thick compacted marl fill
178 [7"]
152 [6"]
100mm Slab 21Mpa concrete, JRC 126 Fabric 38 mm from top on compacted marl fill 200mm thick avg
152 [6"]
200 [8"]
Vert. M12 bars in corner pockets
scale 1 : 20
250 [10"]
200 [8"]
SUBMISSION
P.O. Box 57, Liguanea P.O. Kingston 6 Tel: 876-570-6506 e-mail :ellassociates@gmail.com
1000 [3'-3"]
665 [2'-2"]
915 [3']
200 [8"]
DATE:
Civil & Structural Engineering Design & Drafting
7 12 ] [5"
500 lap
M12 bars @ 400 vert.
BY:
Llewellyn Hall & Associates
GB 457
typical Section of step on fill
#5-T16 bars- 300crs T1,T2
M10 bars 800 horz.
DESCRIPTION:
STATUS:
152 [6"]
BB 150x457 M10 bars @800 horiz.
REV
1000 [3'-3"]
M12-400 vert
457 [1'-6"]
152 [6"]
Vert. M12 bars in corner pockets
M10 bars 800 horz.
Vert. reinforcement
Plan of column footing 1800 scale 1 : 20
CLIENT:
ARCHITECT:
SITE:
Commercial renovation & extension
scale 1 : 20
SHEET TITLE:
Foundation Plan SCALE:
DESIGN:
DRAWN:
CHECKED:
1:65 DATE:
27-03-20
DRAWING NO:
STR-01
REVISION:
Col 300 sq CF 1200 sq
CF 1200 sq
Col 300 sq CF 1200 sq
UP
Col 300 sq CF 1200 sq
250 [10"]
SEction P-P of c 250 sq scale 1 : 20
300 [1']
#4-T16 bars at corners
Col 300 sq
CF 1200 sq
Col 300 sq
CF 1200 sq
CF 1200 sq
Col 300 sq
#5-M10-100 crs
Col 300 sq
Col 300 sq CF 1200 sq
50mm DIA. P.V.C SEWAGE PIPE(1:40)
4#-T16
M10@100/200 crs
4#-T16 4#-T12
300 [1']
CF 1200 sq
Col 300 sq
BM 250x643
#5-M10-100 crs
150mm concrete curb
Col 300 sq
150mm concrete curb
150mm concrete curb
#6-M10-100 crs
MAN HOLE #1
250 [10"]
100mm DIA. P.V.C SEWAGE PIPE(1:40)
M10@100/200 crs
SEction M-M of c 300 sq scale 1 : 20
TGB
#6-M10-100 crs
BM 300x600
CROWN
#4-T12 bars at mid face
#10-M10-100 crs
#4-T16 bars at corners
building pad Foundation plan
Col 300 sq
400 [1'-4"]
SC 400
1300 [4'-3"]
300 [1']
SC 300
scale 1 : 20
#6-M10-100 crs
152 [6"]
152 [6"]
scale 1 : 50
T16 bars @ 200 crs B1 T16 bars @ 200 crs B2
300 [1']
scale 1 : 20
1219 [4']
T16 bars @ 200 crs B2 T16 bars @ 200 crs B1
Col 300Sq in CF 1200 sq scale 1 : 20
M10 bars 800 horz. Vert. M12 bars in corner pockets
M10 bars 800 horz.
Vert. reinforcement M12-400 vert
REV
M12 bars @ 400 vert.
edge detail at door/window
Tee detail
scale 1 : 20
scale 1 : 20
DESCRIPTION:
STATUS:
BY:
DATE:
SUBMISSION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting 1219 [4']
P.O. Box 57, Liguanea P.O. Kingston 6 Tel: 876-570-6506 e-mail :ellassociates@gmail.com
200 [8"]
200 [8"]
Vert. M12 bars in corner pockets
500 lap
200 [8"]
500 lap
C 300sq M12 bars @ 400 vert.
152 [6"] M12 bars @ 400 vert.
corner detail
Typical Lintel detail (LB 150x200)
scale 1 : 20
scale 1 : 20
section A-A scale 1 : 20
#6-T16 bars- 300crs T1,T2
M10 bars 800 horz.
Plan of column footing 1200
1219 [4']
#6-T16-200 crs B1, B2
CLIENT:
ARCHITECT:
SITE:
Commercial Cottage
scale 1 : 20
SHEET TITLE:
Commercial renovation & extension SCALE:
DESIGN:
DRAWN:
CHECKED:
1:20 DATE:
29-04-20
DRAWING NO:
STR-02
REVISION:
203 B-B 203 B-B 2508 [8'-3"]
1216 [4']
3775 [12'-5"]
26#-T12-200, 1350+150 T1 BM 150x450
22#-T12-200, 1350+150-T1
46#-T12-200, 9000+531-B2
BB 150x450
28#-T12-200, 2250-T1 BB 150x450
26#-T12-200, 1800+150 T1
25#-T12-200, 2250 T1
8#-T12-200, 1650 T1
18#-T12-200, 850+150 T1
BB 150x450
A-A
46-T12-200, 2000+150 T1
BB 150x450
24#-T12-200, 2250-T1
BB 150x450
100x10x4 RHS below to prop slab
BB 150x450
9#-T12-200, 1350+150-T1 20#-T12-200, 1350+150 T1
13#-T12-200, 1350+150 T1
12#-T12-200, 1350+150 T1
18#-T12-200, 1500 T1
BB 150x450
203
1360 [4'-6"]
BB 150x450
15#-T12-200, 9000+531-B2
26#-T12-200, 1800+150 T1
BB 150x450
BB 150x450
33#-T12-200, 2800+150 T1
58#-T12-200, 1300+300+1300-T1
7#-T12-200, 1800 T1
BB 150x450
32#-T12-250, 9000+2737-B1
BB 150x450
BB 150x450
BB 150x450
14#-T12-200, 3000 T1
BB 150x450
BB 150x450
BB 150x450
1824 [6']
41#-T12-200, 1350+150 T1
9#-T12-250, 9000+2737-B1
14#-T12-250, 9000+2737-B1
BB 150x450
34#-T12-200, 2250 T1
19#-T12-200, 1500 T1
BB 150x450
9#-T12-200, 1350+150-T1
BB 150x450
18#-T12-200, 2250-T1
203
BB 150x450
22#-T12-200, 2250-T1
31#-T12-200, 9000+531-B2
A-A
BB 150x450
27#-T12-250, 9000+2737-B1
31#-T12-200, 1350+150 T1
3776 [12'-5"]
BB 150x450
8#-T12-200, 1350+150-T1
8520 [27'-11"]
34#-T12-200, 1350+150 T1
W 02
WF 450
W 03
6891 [22'-7"]
BB 150x450
BB 150x450
203 B-B
roof slab reinforcement PLAN
1st floor reinforcement PLAN
scale 1 : 50
scale 1 : 50
203 B-B
REV 3#-T16 bars
#9-M10-100crs
3#-T16 bars
#22-M10-200crs
3#-T16 bars
#9-M10-100crs
3#-T16 bars
#9-M10-100crs
#22-M10-200crs
3#-T16 bars
#9-M10-100crs
DESCRIPTION:
STATUS:
BY:
DATE:
SUBMISSION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting
Col 300 sq
Col 300 sq
Col 300 sq
P.O. Box 57, Liguanea P.O. Kingston 6 Tel: 876-570-6506 e-mail :ellassociates@gmail.com
CLIENT:
ARCHITECT:
SITE:
Commercial renovation & extension
SHEET TITLE:
SCALE:
- 1st Floor Reinforcement plan -Roof Reinforcement plan DESIGN:
DRAWN:
CHECKED:
1:65 DATE:
29-04-20
DRAWING NO:
STR-03
REVISION:
T10-200 crs-T1 M10-250 crs-T2
BB 150x457
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B1
BB 150x457
T10-200 crs-T1 M10-250 crs-T2
BB 150x457
T12-250 crs-B1
T12-250-crs-B2
BB 150x457
BB 150x457
T12-250 crs-B1
T12-250-crs-B2
PASSAGE WAY
MEETING ROOM/ LOUNGE
MEDICAL ROOM EXAMINATION
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
BB 150x457
BB 150x457
T12-250 crs-B1
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B1
T12-250-crs-B2
BB 150x457
T12-250-crs-B2
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B1
BM 300x457
T12-250-crs-B2
BM 300x457
T12-250-crs-B2
E & M ROOM
TRANSITION AREA
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
200mm avg compacted marl 200mm avg compacted marl BACKFILL
WF 450
WF 450
WF 450
WF 450
section a-a scale 1 : 50
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B1
T12-250 crs-B1
T12-250-crs-B2
BB 150x457
BB 150x457
T12-250-crs-B2
BB 150x457
T12-250 crs-B1 BB 150x457
T12-250-crs-B2
BB 150x457
BB 150x457
Magnified roof slab section scale 1 : 25
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B1 BB 150x457
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B1 BB 150x457
T12-250-crs-B2
T12-250-crs-B2
T12-250 crs-B1 T12-250-crs-B2
BM 300x457
BM 300x457
E & M ROOM Magnified 1st floor slab section scale 1 : 25
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B2
BB 150x457
BB 150x457
T12-250-crs-B1
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B2
BM 150x457
T12-250-crs-B1
T12-250 crs-B2 BB 150x457 T12-250-crs-B1
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
REV
DESCRIPTION:
STORE ROOM STATUS:
MEETING ROOM/ LOUNGE BB 150x457
T12-250 crs-B2
T12-250 crs-B2
T12-250-crs-B1
T12-250-crs-B1
BB 150x457
BY:
DATE:
SUBMISSION
T12-250 crs-B2 BM 150x457
T12-250-crs-B1
BB 150x457
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting
T10-200 crs-T1 M10-250 crs-T2
BM 300x457
BB 150x457
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B2 T12-250-crs-B1
BM 300x457
T10-200 crs-T1 M10-250 crs-T2
T12-250 crs-B2
P.O. Box 57, Liguanea P.O. Kingston 6 Tel: 876-570-6506 e-mail :ellassociates@gmail.com
Magnified roof slab section
BM 300x457
T12-250-crs-B1
scale 1 : 25
Wall in background T10-200 crs-T1 M10-250 crs-T2
TRANSITION AREA
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
T10-200 crs-T1 M10-250 crs-T2
CLIENT:
T10-200 crs-T1 M10-250 crs-T2
ARCHITECT:
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
T12-250 crs-B2 BB 150x457
BM 300x457
T12-250-crs-B1
T12-250 crs-B2 BM 300x457
T12-250-crs-B1
BM 300x457
SITE:
200mm avg compacted marl BACKFILL
BACKFILL
SHEET TITLE:
BACKFILL
Magnified 1st floor slab section WF 450
section B-B scale 1 : 50
WF 450
Commercial renovation & extension
WF 450
scale 1 : 25
SCALE:
- Section A-A - Section B-B DESIGN:
DRAWN:
CHECKED:
1:65 DATE:
29-04-20
DRAWING NO:
STR-04
REVISION:
SC 150x300
BATHROOM
BATHROOM
4826 [15'-10"]
SC 150x300
1473 [4'-10"]
SC 150x300
CLOSET
BATHROOM
R
R
I
D
Col 300 sq
E-E
BATHROOM
D 18
SC 150x300
O
BEDROOM # 1
Col 300 sq
203
SC 150x300
R
C
O
R
R
SC 150x300
I
D
O
SC 150x300
R
C
O
SC 150x400
R
R
I
D
O
3#-T25 bars
R
2#-T25 bars
76 [3"]
3505 [11'-6"] 3505 [11'-6"]
229 [9"]
2591 [8'-6"]
762 [2'-6"] 6096 [20']
2517 [8'-3"]
1293 [4'-3"]
3810 [12'-6"] 6096 [20']
762 [2'-6"]
231 [9"]
2360 [7'-9"]
L/2
L/2
Col 250 sq
L/2
L/2
O
150mm thick CMU wall
150mm thick CMU wall
6401 [21']
C
150mm thick CMU wall BEDROOM # 2
BEDROOM # 3
SC 150x400
CLOSET
3353 [11']
BEDROOM # 4 150mm thick CMU wall
E-E 203
SC 150x300
CLOSET
SC 150x300
CLOSET
SC 150x400
3736 [12'-3"]
6096 [20']
F-F 203
1
2
3
4
5
1st floor wall layout plan scale 1 : 50
R
R
I
D
O
BM 305x610
R
C
O
BM 305x610
R
R
I
BM 305x610
D
R
C
O
610 [2'] 300 [1']
BEDROOM # 1
R
section of BM 300x600 along gridline a & B
BM 305x610
scale 1 : 20
254 [10"]
22#-T12-200, 1350+150-T1 E-E 203
643 [2'-1"]
CLOSET
BM 305x610
BATHROOM
22#-T12-200, 2250-T1
O
of longitudinal bars
23#-T12-250, 9000+2737-B1
22#-T12-200, 2250-T1
28#-T12-200, 1350+150 T1
BEDROOM # 2
28#-T12-200, 1350+150 T1
O
22#-T12-200, 2250-T1 28#-T12-200, 1350+150 T1
12#-T12-250, 9000+2737-B1
C
16#-T12-200, 1350+150 T1
4749 [15'-7"]
203
6096 [20']
23#-T12-250, 9000+2737-B1
22#-T12-200, 1350+150-T1 E-E
BM 305x610
22#-T12-200, 9000+531-B2
5
6096 [20']
BM 305x610
BEDROOM # 4
BM 305x610
23#-T12-250, 9000+2737-B1
BM 305x610
BM 305x610
BM 305x610
A
6096 [20'] 28#-T12-200, 1350+150 T1
16#-T12-200, 1350+150 T1
3505 [11'-6"]
4
21792 [71'-6"]
BM 305x610
3
29#-T12-200, 1350+150 T1
2
41#-T12-200, 1350+150 T1
1
BM 250x643
R
I
D
O
2#-T16 bars
R
BB 150x300
BM 250x643
scale 1 : 20
scale 1 : 20
BM 305x610
B Col 250 sq
Col 250 sq
Col 250 sq
Col 250 sq
Col 250 sq
1st floor reinforcement plan scale 1 : 50
E-E 203
T12-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
T12-250 crs-B2 T12-250-crs-B1 BM 300x600
BM 300x600
BM 300x600d
magnified slab section e-e scale 1 : 20
BB 150x300
BB 150x300 BM 250x643 BB 150x300
BB 150x300
BB 150x300
BATHROOM
BEDROOM # 4
BB 150x300
BEDROOM # 3
BB 150x300
BB 150x300
BATHROOM
BEDROOM # 2
CLOSET
REV
BB 150x300
DESCRIPTION:
BEDROOM # 3 STATUS:
BY:
DATE:
SUBMISSION
BALCONY
BEDROOM # 1 CLOSET
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. Kingston 6 Tel: 876-570-6506 e-mail :ellassociates@gmail.com T12-200 crs-T1 M10-250 crs-T2
T10-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
T12-250 crs-B1 BM 305x610
T12-250-crs-B2
T12-250 crs-B1 BM 305x610
T12-250-crs-B2
T12-200 crs-T1 M10-250 crs-T2 T12-250 crs-B1
BM 305x610
T12-250-crs-B2
T12-200 crs-T1 M10-250 crs-T2
T12-250 crs-B2 T12-250-crs-B1
BM 300x600
T12-250-crs-B2
BM 305x610
Col 300 sq
Col 300 sq
Col 300 sq
Col 300 sq
BM 300x600
BM 300x600d
T12-250 crs-B1 BM 305x610
T12-200 crs-T1 M10-250 crs-T2
Col 300 sq
Col 300 sq
CLIENT:
ARCHITECT:
Col 300 sq
SITE:
Commercial renovation & extension
-1st Floor Reinforcement Plan - General Arrangement Sections
SHEET TITLE:
SCALE:
CF 1200 sq
scale 1 : 50
DRAWN:
CHECKED:
1:50
SEction f-f CF 1200 sq
DESIGN:
CF 1200 sq
CF 1200 sq
CF 1200 sq
SEction E-E scale 1 : 50
DATE:
29-04-20
DRAWING NO:
STR-05
REVISION:
T12-200 crs M10 Toe bar
T12-200 crs
150x400d cantilever beam supporting stringers
T12-200 crs
4mm fillet weld all around
Landing Thread made from 6mm thick mild steel plate bended with 30mm fillet radius at both ends and lightweight concrete infill
150mm thick wall in background
M10 Toe bar
GB 525
50x250x 4mmt thick RHS as stringer 4mm fillet weld all around stringer to stanchion
T12-200 crs
T12-200 crs
4mm fillet weld all around
75x75x4 stanchions
75x75x4 stanchions
staircase reinforcement Plan
75x75x4 as cross brace
scale 1 : 25
50x250x 4mmt thick RHS as stringer
J.A.A.A BUILDING
external staircase sectional elevation scale 1 : 25
CF 350 sq
CF 350 sq
CF 350 x700
J.A.A.A APARTMENT BUILDING
50x250 RHS anchored to CBM 150x400 via 6mm plate with
25 100 25 [1"] [4"] [1"]
35 [1"]
762 [2'-6"]
63 [2"] 50x250 RHS anchored to CBM 150x400 via 6mm plate with
T12 bar @ 250
2#-T12 bars 50x250 RHS stringer anchored to CBM 150x400 via 6mm plate with
F.F.L
M10 bar @ 250
BM 150x762
202 [8"]
150 [6"]
M10 bar @ 250
F.F.L
136 [5"]
136 [5"]
233 [9"]
hex head bolts welded to plate and, bolts welded to cage before concrete pour
63 [2"]
150X233X6mm thick
M10 stirrups @200 crs
T12 bar @ 200
T12 bar @ 250
152 [6"]
T12 bar @ 250
M10 Toe Bar CBM 150x400 Cantilever beam
CBM 150x400 Cantilever beam
M10 bar @ 250
Stringer to RC beam connection (End)
T12 bar @ 200 REV
scale 1 : 10
15 0m wa m ist
scale 1 : 10
DESCRIPTION:
STATUS:
BY:
DATE:
SUBMISSION
Llewellyn Hall & Associates
T12 bar @ 200 M10 bar @ 250
Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. Kingston 6 Tel: 876-570-6506 e-mail :ellassociates@gmail.com
M10 Toe Bar
T12 bar @ 250
m 0m 15 aist w
T12 bar @ 200 M10 bar @ 250
Col 300 Sq in background
T12 bar @ 250 CLIENT:
ARCHITECT:
523 [1'-9"]
Stringer to RC beam connection (front)
SITE:
GB 525 378 [1'-3"]
Commercial renovation & extension
SHEET TITLE:
1#-M10 bar
SCALE:
- External Staircase Details DESIGN:
DRAWN:
1:65
staircase section scale 1 : 25
DATE:
29-04-20
CHECKED:
DC DRAWING NO:
STR-06
REVISION:
MAN HOLE #1
Col 300 sq
CF 1200 sq
Col 300 sq
CF 1200 sq
Col 300 sq
CF 1200 sq
Col 300 sq
CF 1200 sq
Col 300 sq CF 1200 sq
Col 300 sq
CF 1200 sq
100mm DIA. P.V.C SEWAGE PIPE(1:40)
MAN HOLE #2
100mm DIA. P.V.C SEWAGE PIPE(1:40) CONNECTING INTO EXISTING MAN HOLE
100mm DIA. P.V.C SEWAGE PIPE(1:80)
100mm DIA. P.V.C SEWAGE PIPE(1:80)
100mm DIA. P.V.C SEWAGE PIPE(1:80)
100m
m DIA . P.V.C SEWA
GE PIP E(1:8
Col 300 sq
UP
0)
CF 1200 sq
OUTLET ZONE 40mm 80mm AGGREGATES
TREATMENT ZONE 20mm 30mm AGGREGATES
INLET ZONE 40mm 80mm AGGREGATES
NEW CONCRETE ROOF SLAB
Col 300 sq
Col 300 sq
CF 1200 sq
CF 1200 sq
50mm DIA. P.V.C SEWAGE PIPE(1:40)
TGB
CONCRETE UP-STAND
Col 300 sq
150mm concrete curb
150mm concrete curb
150mm concrete curb
WHEEL CHAIR RAMP
CROWN
m 0m
HP
High Point
150mm concrete curb
EXISTING CONCRETE ROOF SLAB BELOW
15
150mm concrete curb
NEW CONCRETE ROOF SLAB
nc
co te
re cu rb
150mm concrete curb
stormwater drainage PLAN scale 1 : 100
PRECAST CONCRETE KERB
A
610 [2']
0.35
GREEN AREA
150
50mm THICK ALSPHALTIC CONCRETE ON 200 mm THICK MARL FILL 95% COMPACTION
750
150
407 [1'-4"]
100
HAUNCH CONCRETE
A 752
Plan of "grasscrete" porous pavers
626
500
scale 1 : 10
concrete kerb details
Compacted 35mm -40mm gravel/rounded stones
50-80mm gravel/rounded stones compacted in layers of 200mm
NTS
100 [4"]
100mm thick sand base
100 [4"]
100mm thick sand base
section thru' single slope drive way
489 [1'-7"]
sandy loam earth/10mm gravel
200 mm THICK MARL FILL 95% COMPACTION
76 [3"]
scale 1 : 10
CONCRETE FOOTNG
REV
DESCRIPTION:
STATUS:
excavated earth
BY:
DATE:
SUBMISSION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting
section a-a thru "grasscrete" pourus paver scale 1 : 10
P.O. Box 57, Liguanea P.O. Kingston 6 Tel: 876-570-6506 e-mail :ellassociates@gmail.com
CLIENT:
ARCHITECT:
SITE:
Commercial renovation & extension
SHEET TITLE:
SCALE:
- Civil Site Plan & Details DESIGN:
DRAWN:
CHECKED:
1:65 DATE:
29-04-20
DRAWING NO:
CIV-01
REVISION: