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
50
178 [7"] 305 [1']
178 [7"]
M10@250 crs M12@250 crs
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
7 12 ] [5"
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
"]
7 12 ] [5"
M10 Toe bar
2 no T12 bars x 900 long both sides of wall reinforcement
[2
2 no T12 barsx1219 long both sides of wall reinforcement
GB 457
typical Section of step on fill at entrance scale 1 : 20
door corner detail scale 1 : 20
1219 [4']
50 "] [2
5 [2 0 "]
2 no T12 bars x 900 long both sides of wall reinforcement
2 no T12 bars x 900 long both sides of wall reinforcement
T16 bars @ 300 crs T1
window corner detail
T16 bars @ 300 crs T2
457 [1'-6"]
scale 1 : 20
T20 bars @ 200 crs B2
305 [1']
T20 bars @ 200 crs B1
2#-T12 bars
poured wall from foundation
RHS to underside of beam connection detail scale 1 : 20
RHS to top of beam connection detail
3077 [10'-1"]
1
Wall foundations revise as per Geotech ELH report
scale 1 : 20
Window opening
01-11-19
2
Foundations tied together WF 450 added ELH Distribution bars added to footings
18-12-19
3
Poured wall window lintel detail Door and Window corner detail
ELH
02-02-20
BY:
DATE:
RHS to beam connection detail Belt beams added
sectional plan SW 305x2591 (SW 250x6000 similar) scale 1 : 20
REV
3791 [12'-5"]
DESCRIPTION:
STATUS:
T16 bars- 300crs T2
2739 [9']
@200 crs tied to links
127 [5"]
M10 links @ 200 crs
POURED WALL Lintel detail
650 [2'-2"]
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com CLIENT:
1067 [3'-6"]
659 [2'-2"]
scale 1 : 20
ARCHITECT:
SITE:
SHEET TITLE:
SCALE:
Plan of elevator shaft footing scale 1 : 20
CONSTRUCTION
@200 crs
Door opening
T16 bars- 200crs B1
#-T16 bars- 300crs B2
#-T20 bars- 200crs B2
3439 [11'-3"]
T12 @200 crs vert.
sectional plan elevator shaft
SW 305x2591 foundation plan (SW 250x600 similar)
scale 1 : 20
scale 1 : 20
DESIGN:
DRAWN:
CHECKED:
1:100 DATE:
02-02-20
DRAWING NO:
STR-02
REVISION:
03
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
6300 [20'-8"]
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
6300 [20'-8"]
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
3963 [13']
7925 [26']
CB 200x600
CB 200x600
3353 [11']
2007 [6'-7"]
9297 [30'-6"]
8#-T12-150, 9000+9000+6450-B1
2nd- 3rd floor reinforcement plan scale 1 : 100
3963 [13']
7925 [26']
9#-T12-200, 3000-T1
7722 [25'-4"]
1
Wall foundations revise as per Geotech ELH report
01-11-19
2
Foundations tied together WF 450 added ELH Distribution bars added to footings
18-12-19
3
Poured wall window lintel detail Door and Window corner detail
ELH
02-02-20
RHS to beam connection detail Belt beams added
8#-T12-150, 9000+9000+6450-B1
CB 200x457 revision for staircase GL8-9
ELH
30-03-20
5
CB 200x457 revision for staircase GL8-9
ELH
01-04-20
BY:
DATE:
9297 [30'-6"]
4
changed to CB 200x600
REV
DESCRIPTION:
BB 200x457
BB 200x457
BB 200x457
2007 [6'-7"]
BB 200x457
STATUS:
CONSTRUCTION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com
3353 [11']
CLIENT:
ARCHITECT:
SITE:
1st floor reinforcement plan
SHEET TITLE:
scale 1 : 100
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:90 DATE:
01-04-20
DRAWING NO:
STR-03
REVISION:
05
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
6300 [20'-8"]
7722 [25'-4"]
7722 [25'-4"]
3963 [13']
7722 [25'-4"]
7925 [26']
CB 150x457
CB 150x457
3353 [11']
2007 [6'-7"]
9297 [30'-6"]
BM 150x457
8#-T12-150, 9000+9000+6450-B1
5th floor reinforcement plan scale 1 : 100
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
6300 [20'-8"]
7722 [25'-4"]
7722 [25'-4"]
3963 [13']
7722 [25'-4"]
7925 [26']
9297 [30'-6"]
8#-T12-150, 9000+9000+6450-B1
REV
DESCRIPTION:
STATUS:
BY:
DATE:
SUBMISSION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting 2007 [6'-7"]
P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com
3353 [11']
CLIENT:
CB 150x457
CB 150x457
ARCHITECT:
SITE:
SHEET TITLE:
4th floor reinforcement plan
SCALE:
DESIGN:
DRAWN:
CHECKED:
scale 1 : 100
1:90 DATE:
13-12-18
DRAWING NO:
STR-04
REVISION:
7722 [25'-4"]
7722 [25'-4"]
6300 [20'-8"]
7722 [25'-4"]
7722 [25'-4"]
7722 [25'-4"]
3963 [13']
7925 [26']
3353 [11']
2007 [6'-7"]
9297 [30'-6"]
7722 [25'-4"]
roof reinforcement plan scale 1 : 100
REV
DESCRIPTION:
STATUS:
BY:
DATE:
SUBMISSION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com CLIENT:
ARCHITECT:
SITE:
SHEET TITLE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:90 DATE:
13-12-18
DRAWING NO:
STR-05
REVISION:
M10-250 crs-T2
WF 1219
T12-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
Well compacted marl fill 500mm thick avg
WF 1219
WF 1219
200mm thick RC slab
T12-200 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1 M10-250 crs-T2
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
Well compacted marl fill 500mm thick avg
WF 1219
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
200mm thick RC slab
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
Well compacted marl fill 500mm thick avg
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
200mm RC wall
200mm thick RC slab
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
200mm RC wall
200mm RC wall
200mm RC wall
200mm RC wall 200mm RC wall
200mm RC wall
200mm thick RC slab
200mm thick RC slab
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
10
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall 200mm RC wall
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
200mm RC wall
200mm RC wall 200mm RC wall
200mm RC wall 200mm RC wall 200mm RC wall 200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm RC wall T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
9
200mm RC wall
200mm thick RC slab
T12-130 crs-T1 M10-250 crs-T2
7
200mm RC wall
4
Well compacted marl fill 500mm thick avg
WF 1219
WF 1219
WF 1219
longitudinal SECTION
200mm RC wall
200mm thick RC slab
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
scale 1 : 100
T12-200 crs-T1 M10-250 crs-T2
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
200mm RC wall
T12-130 crs-T1 M10-250 crs-T2
200mm RC wall
REV
DESCRIPTION:
STATUS:
BY:
DATE:
SUBMISSION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com
200mm RC wall
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
CLIENT:
ARCHITECT:
T12-130 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1 M10-250 crs-T2
SITE:
SHEET TITLE:
SCALE:
MAGNIFIED SLAB SECTION (Typical 1st -roof)
DESIGN:
DRAWN:
CHECKED:
1:90
scale 1 : 25
DATE:
13-12-18
DRAWING NO:
STR-06
REVISION:
A 203 [8"]
4#-T20 bars
1727 [5'-8"] 1524 [5']
4#-T20 bars
4#-T16 bars
1016 [3'-4"]
3#-T20 bars
M10-200 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm thick RC slab
BB 200x457
BM 200x1016
BB 200x457d
BM 150x762
203 [8"]
203 [8"]
T12-200 crs-T1-(4350+150) M10-250 crs-T2
BM 150x457
200mm thick RC slab
152 [6"]
8#-T20 bars
600 [2']
2#-T12 bars mid height
457 [1'-6"]
BM 200x1727
T12-200 crs-T1 M10-250 crs-T2
3#-T20 bars
2#-T20 bars
3#-T20 bars
203 [8"]
BM 200x1727
BM 200x1016
BM 150x457
scale 1 : 20
scale 1 : 20
scale 1 : 20
CBM 200x600 scale 1 : 20
M10-200 crs-T1 M10-250 crs-T2
BM 200x1727
BM 200x1016
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
MAGNIFIED POOL SECTION
BM 150x305 BM 150x457
scale 1 :25
BB 200x457d
200mm RC wall
BM 150x762
T12-200 crs-T1-(4350+150) M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
BM 150x305
6#-T20 bars
4#-T12 bars
BM 150x457
BM 150x457
762 [2'-6"]
200mm thick RC slab
1372 [4'-6"]
T12-200 crs-T1 M10-250 crs-T2
2#-T16 bars
BB 200x457d
T12-200 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
200mm thick RC slab
203 [8"]
T12-200 crs-T1-(4350+150) M10-250 crs-T2
203 [8"]
BB 200x457
3#-T20 bars
BM 200x1372
BM 200x762
BM 150x300
CBM 150x457
scale 1 : 20
scale 1 : 20
scale 1 : 20
scale 1 : 20
200mm RC wall
scale 1 : 20
152 [6"]
152 2#-T20 bars [6"]
203 [8"]
BM 150x457
BM 150x457 BM 200x762
2#-T16 bars
305 [1']
457 [1'-6"]
200mm RC wall
BM 200x762
457 [1'-6"]
T12-200 crs-T1 M10-250 crs-T2
T12-200 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
BM 150x457
BM 150x457
BB 200x457d
T12-200 crs-T1 M10-250 crs-T2
200mm RC wall
BM 200x762
T12-200 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
T12-200 crs-T1-(4350+150) M10-250 crs-T2 BM 150x457
BM 150x457
BB 200x457
BM 150x457
BM 200x1372 200mm RC wall
MAGNIFIED SLAB SECTION roof floor scale 1 : 25
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 200mm thick RC slab concrete 21MPa
Well compacted marl fill 500mm thick avg
100mm slab, JRC 126 Fabric 40mm from top on 200mm thick well compacted marl fill 21MPa concrete
Well compacted marl fill 500mm thick avg
T12-200 crs-T1 M10-250 crs-T2
TRANSVERSE SECTION
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
BM 150x305
scale 1 : 100
BM 150x457 BM 150x762
MAGNIFIED SLAB SECTION 5th floor
T12-200 crs-T1 M10-250 crs-T2
200mm thick RC slab
200mm RC wall
scale 1 : 25
T12-200 crs-T1-(4350+150)
200mm thick RC slab
M10-250 crs-T2
Wall foundations revise as per Geotech ELH report
M10-250 crs-T2
BM 150x457 BM 200x762
1
T12-200 crs-T1-(4350+150)
2
Foundations tied together WF 450 added ELH Distribution bars added to footings
18-12-19
3
Poured wall window lintel detail Door and Window corner detail
ELH
02-02-20
RHS to beam connection detail Belt beams added
BM 150x457
BB 200x457d
01-11-19
4
CB 200x457 revision for staircase GL8-9
ELH
30-03-20
5
CB 200x457 revision for staircase GL8-9
ELH
01-04-20
BY:
DATE:
changed to CB 200x600
MAGNIFIED SLAB SECTION 4th floor
T12-200 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
200mm RC wall
scale 1 : 25
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
REV
DESCRIPTION:
STATUS:
CONSTRUCTION
Llewellyn Hall & Associates BM 150x457
BM 150x457
Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com
BM 200x762
MAGNIFIED SLAB SECTION 2nd-3rd floor scale 1 : 25
T12-200 crs-T1 M10-250 crs-T2
200mm thick RC slab
T12-200 crs-T1-(4350+150) M10-250 crs-T2
200mm RC wall
CLIENT:
ARCHITECT:
SITE:
BM 150x457
SHEET TITLE:
SCALE:
MAGNIFIED SLAB SECTION 1st floor scale 1 : 25
DESIGN:
DRAWN:
CHECKED:
1:90 DATE:
01-04-20
DRAWING NO:
STR-07
REVISION:
05