7925 [26']
1626 [5'-4"]
2285 [7'-6"]
3963 [13']
7722 [25'-4"]
1626 [5'-4"]
7722 [25'-4"]
1219 [4']
125mm Slab 21MPa concrete, JRC 126 Fabric @38mm from top on compacted marl fill 200 mm thick avg
WF 1650
2007 [6'-7"]
2285 [7'-6"]
7722 [25'-4"]
1626 [5'-4"]
6300 [20'-8"]
7722 [25'-4"]
1626 [5'-4"]
7722 [25'-4"]
1626 [5'-4"]
7722 [25'-4"]
3439 [11'-3"]
9297 [30'-6"]
125mm Slab 21MPa concrete, JRC 126 Fabric @38mm from top on compacted marl fill 200 mm thick avg
2405 [7'-11"]
3791 [12'-5"]
WF 750
3353 [11']
2007 [6'-7"]
1003 [3'-3"]
7609 [25']
CF 1850x7600
SW 305 2438
SW 305 2438
CF 1500x3639
CF 1500x3639
SC 500
CF 1850x7600
CF 1850x7600
foundation plan scale 1 : 80
203 [8"]
203 [8"]
152 203 [8"]
M16/M12 bars @ 300 vert.
M16/M12 bars @ 300 vert.
M16/M12 bars @300 horiz.
M12/16 bars @ 200 vert. M12/16 bar cranked around vert. bars
1
665 [2'-2"]
2
3
Wall foundations revise as per Geotech ELH report Foundations tied together WF 450 added ELH Distribution bars added to footings Poured wall window lintel detail
01-11-19
18-12-19
ELH
02-02-20
BY:
DATE:
250 [10"]
915 [3'] max
1000 [3'-3"]
1400 [4'-7"] max
1400 [4'-7"] max
1000 [3'-3"]
50mm cc blinding
50mm cc blinding
1650 [5'-5"]
Wf 1650
M12 bars @ 400 vert.
Wf 1219
scale 1 : 20
750 [2'-6"]
1219 [4']
Wf 750 for balcony walls scale 1 : 20
scale 1 : 20
50mm cc blinding
scale 1 : 20
scale 1 : 20
M12/M16 bars @300 horiz.
50mm cc blinding
Tee detail
poured wall Tee detail
M16/M12 bars @ 300 vert.
400 [1'-4"]
Vert. M12 bars in corner pockets
M10 bars 800 horz.
400 [1'-4"]
M10 bars 800 horz.
400 [1'-4"]
M12/16 bars 200 horz.
1400 [4'-7"] max
M12/16 bars 300 horz. M12/16 bar 150mm away from face of wall M12/16 bar 150mm away from bar
1000 [3'-3"]
M16/M12 bars @300 horiz.
Depth may vary depending on soil type
M16/M12 bars @300 horiz.
Depth may vary depending on soil type
M16/M12 bars @ 300 vert.
3300 [10'-10"]
Wf 3300
M16/M12 bars @ 300 vert. M16/M12 bars 300 horz.
500 lap
152 [6"]
1600 [5'-3"]
750 lap
Vert. M12 bars in corner pockets
M12 bars @ 400 vert. (all block pockets filled)
M12 bars @ 400 vert.
corner detail
poured wall corner detail
scale 1 : 20
scale 1 : 20
400 [1'-4"]
P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com CLIENT:
SC 150x400
M10 bars @800 horiz.
ARCHITECT:
152 [6"]
poured wall edge detail at door/window scale 1 : 20
edge detail at door/window scale 1 : 20
Typical Lintel detail (LB 150x200) scale 1 : 20
section A-A scale 1 : 20
665 [2'-2"]
450 [1'-6"]
Wf 450 scale 1 : 20
203 [8"]
col 200thick x686x2000 scale 1 : 20
400 [1'-4"]
152 [6"]
400 [1'-4"]
Vert. reinforcement M12-400 vert
SITE:
250 [10"]
crank horz. bars around vert. bars
Depth may vary depending on soil type
M16/M12 bars-200 vert
200 [8"]
200 [8"]
M16/M12 bars 200 horz.
200 [8"]
915 [3'] max
scale 1 : 20
M16 Vert. reinforcement at end of wall
CONSTRUCTION
Civil & Structural Engineering Design & Drafting
152 [6"]
1485 [4'-10"]
M10 bars 800 horz.
DESCRIPTION:
Llewellyn Hall & Associates
2285 [7'-6"]
M16 bars 150 away from corner bar
REV
STATUS:
152 [6"]
M12 bars @ 400 vert.
M16 vert and horz bars to go to third floor only and project 900mm above slab,thereafter spliced to M12 bars and continue to roof.
2000 [6'-7"]
M12/16 bars @ 300 vert. M12/16 bars 300 horz.
500 lap
750 lap
**NOTE
400 [1'-4"]
686 [2'-3"]
scale 1 : 20
600 [2']
SC 150x600 scale 1 : 20
SHEET TITLE:
203 [8"]
col 200x2285 (col 1626 similar) scale 1 : 20
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:100 DATE:
02-02-20
DRAWING NO:
STR-01
REVISION:
03