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: