CIVIL / STRUCTURAL DESIGN RISK MANAGEMENT
All Beams Are to be Measured From The Top of The Slab Unless Noted Otherwise
All RC Walls, RC Columns And RC Beams Are Centred On Grid Unless Shown Otherwise
All Shear Walls to be 200mm Unless Noted Otherwise
Column Schedule
Legend:
C1 200x450
Indicates Halfen (or similar approved) Masonry Support Angle to slab edge to Halfen Design (For tender allow for: HMA-G-RC-HTA38/17-100-3.0-0) with cast-in Halfen Channel associated ties supporting 2 storey height of brick or rendered masonry, designed for 6kN/m. Note: Similar detail exists in some lintel positions. Refer to RSK Drawing No. 131979.E/120 series for details.
MSA
C2 200x600 C3 200x800
CD
Abnormal or unusual residual risks associated with the design outcomes shown on this drawing are:-
C4 300x300 Halfen Cret 10 shear dowels or similar approved to support 10kN lateral shear each.
C5 350x350
C1
SW 56
80
Shear Wall Location. Void allowance for future lift. Refer to RSK Drawing No. 131979.E/240 for details.
22 5
BE 10
CC
60
C1
75
Builders works hole location. Refer to RSK Drawing No. 131979.E/144 for setting out.
0
RSK LDE LTD has followed its Design Risk Management process for Hazard Elimination and Risk reduction in developing the designs shown on this drawing. Abnormal or unusual residual risks may be shown above where it is considered that such risk may not normally be expected by competent persons engaged on work of this nature or type.
C2
85 29
10 0
C5 40
39 30
0 16
57
15
40 17
32
C1
00 25 0
12
25
29
12
15 68
22 5
C1
10 0
17 00
47 1
SW
10 0 11 00
10 0
5.24 E/242
DF Balcony
C2
SSL +18.125
C1
200mm Thick RC Slab
60
100mm Wide x 75mm Deep RC upstand
5.24 E/242
12 2
19
C1
10 0
C1
22 5
0 60 6
C2
DE
5.26 E/243
Thermal break
00
1340mm Wide x 350mm Deep RC downstand beam
40
DD
C2
Balcony
100mm Wide x 75mm Deep RC upstand
0 20
Date
PM PM
JK JO'N JRE JRE
PM PM JO'N WW
PM PM PM PM
Dwn
Chkd.
Appd.
5.25 E/242
0
SW
00
C1 C1
LAND & DEVELOPMENT ENGINEERING LTD
22 6
100
DB
225
C1
+44 (0) 1442 437500 +44 (0) 1442 437550
[email protected] www.rsk.co.uk
Client
317
DA
Tel: Fax: Email: Web:
18 Frogmore Road Hemel Hempstead Hertfordshire HP3 9RT United Kingdom
32 03
372 4
C1 100
PM PM
10
25
C1
293 9
Amendment
JO'N SJW
58 17
20
20.01.2015 As-Built note added to titleblock 28.11.13 SVP Penetrations Revised and Outlet Locations 20.11.13 As Clouded Column on Grid D2/DE amended. 17.10.13 Downstand Beam on Grid D5 deleted 30.09.13 Minor Amendments 23.08.13 Issued For Construction Subject To Building Regulations Approval.
Rev
60 1
C1
24
C1
DC
SSL +18.125
90
SW
5.47 E/244
F E D C B A
10
20
57 30
69 0 0
5.23
22 5
13 1
5. E/2 47 44
SSL +18.150 E/242
20
16 4 5 100
20
00 4
33 69
1340mm Wide x 350mm Deep RC downstand beam
10 0
Terrace Area
20
225
24 1 3 712
100
16 4 5
20 6 5
E
E
4.2 E/240
C1
100
Project Title
401
233
200
Balcony
SW
16 4 5
250 3
724 5
00
E/240
24
4.5
C1
UNION ROAD CLAPHAM LONDON SW4
41
C1
20
225
466
100
640 4
A2
C1
24
225
225
C1
A1
60 6
C1
E/242
BLOCK D
200
130
323 0
SSL +18.125
C1
SW
14 2 0
E/240
100mm Wide x 300mm Deep RC upstand
C1
4.5 E/240
SW 271 0
4.5
Thermal break
C1
60 04
27
00
11 0 0
250
22 0 0
SW
16 5 1
5.11 E/242
11 8 5
227
C1
150mm Wide x 75mm Deep upstand nib
170 0
Balcony
107
259 3
150
950
253 5 SW
Thermal break
323 0
100
18 6 4
44 1 0 24 0 0
16 5 3
40 3 7
25 5 6
SW
447 5
269 3 259 3
115 0
102 5 130
155 0
C1 125 0
215mm x 100mm x 440mm 7N/mm² Dense concrete blocks in Type M4 mortar laid flat
E/240
C1
391 E 5
E
100
4.2
401
200
E
450 5
SW
D5
22 5
5.25
32 83
225
40 3 7
C1
C1
C1
200mm Thick RC Slab
AE 100
100mm Wide x 475mm Deep RC upstand
SSL +18.150
00
22 5
C2
SSL +18.150 481
130
5. E/2 47 44
C1
225
SSL +18.125
C1
C1
18
13 6
BLOCK A
100
32 5
33 5
D4
32
C1
C1 15 6
C1
00
0
AF
10
Thermal break 55
19 81
225
130
10 0
SW
C1
C1
4.5
C1
31 80
C1
36
20
22 5
15 5
16 4 5
268 1
27
D3
E/242
46
14 66
Balcony
10 Halfen 5 Halfen 150mm Wide x 75mm Deep 24 10 210 upstand nib
20
100
20
227
10 0
68
C1
5.9 29 3
24 0 0 44 1 1
Thermal break
323 0
C1
100
13 5
C1
E/240
AA
0
30
18
23 5
SSL +18.125
4.2 100
Balcony
24
E/240
AG
C1 36 4
4.1
SW
11 00
92 40 7
60
10 0
Balcony
E/240
SSL +18.125
23 7
E/240
140mm Wide x 975mm Deep RC upstand
18
C1
4.5
22 5
5.12
SW 13 98
All Balconies To Be 175mm Thick RC Slab UNO
D2
E/242
11 32
200
00
C1
65
60
C1
Halfen
11
10 0
Thermal break 31 53
47
Movement joint
11 4
C1
26
All Terraces To Be 200mm Thick RC Slab UNO
13 1
10 0
37
C3
E/240
280 5
95
20 0
35
08
48 2
C1
45
D1
C2
AH
AB
C10
C1
5
C1
C1
30
10 0
03
32
SW
E/240
30
35
18
4.2
11 22 5
Balcony 60
00
200mm Thick RC Slab
4.4
36 3
25 0
8
C1
SSL +18.150
100mm Wide x 75mm Deep 11 5 RC upstand
B6
All private stairs to be timber designed by specialist contractor.
68
10 0
20 0
C1
24
B5
7.
C9
C1
B4
AC
57
C1
E/240
182 3
All communal and B1 internal stairs to be in-situ reinforced concrete using sacrificial stairmaster permanent formwork.
10 0
C2
4.1
B3
6.
C8
5
SSL +18.125
237 9
0
0
4.1 E/240
All lightwell stairs to be steelwork designed by specialist contractor.
C7
30 6
22
5.
28
BLOCK C
10
100
10 0
40 17
25 0
11
16
140mm Wide x 975mm Deep RC upstand
E/240
35
45
4.1
Balcony
11
98 38
30
90
59
C1
00
4.5 E/240
Thermal break
75
15
15
Balcony
C6
6
04
SSL +18.125
78
39
85
17
SW
20 0
14
157 4
AD
Concrete Specification
10 0
90
17
SW
23
C1
21
00 24
5.11
1
SSL +18.125
SSL +18.125
4.
10 0
69 14
SW 50
140mm Wide x 975mm Deep RC upstand
846
381 3
The floor has been designed for the following imposed loading:Residential Live Load = 1.5kN/m². Office Load = 2.5kN/m². Stairs & Landing = 4.0kN/m². Partitions = 1.0kN/m². Services = 0.25kN/m². Balconies = 1.5kN/m².
10 0 60
18
75
Thermal break
SW
3.
85
5
00
C1
173 0
B2
31
23
29
100mm Wide x 75mm Deep RC upstand
70
913
C1
This drawing is to be read in conjunction with all relevant engineer's, architect's and specialists drawings and details.
Concrete finish to be as struck sides and soffits with bullnose float top surface. Concrete mix to be RC28/35 (max. 20mm agg. size). General : XC1 Exposure to BS8500-2 Consistency Class S3. Balconies : XF1 Exposure to BS8500-2 Consistency Class S3.
18
SW 29
4.1
C1
E/242
Thermal break
291 1
00 82
242
Balcony
C1
2.
31
69
SW 46
10 0
14
18
103 0
100
100
728 1
To be read in conjunction with all relevant Architect's and Engineer's drawings and RSK specification for superstructure concrete works : CON(01) dated May 2013.
Cast-in cast-in overflow location. Refer to Architect and M&E Drawings for details.
69
C1
238 1
200mm Thick RC Slab
E/240
268 7
22
22 5
102 3
100
SW
312 5 141 5
600 1
C1
E/240
SSL +18.150
4.5 B1
0
140mm Wide x 975mm Deep RC upstand
4.4
Thermal break
Structural slab level.
22
E/240
134 9
113 8
SW
SSL +18.125
178
100 2
C1
21
Balcony
140mm Wide x 975mm Deep RC upstand
127 5 750
BLOCK B
200 0
SSL
1.
Outlet location. Refer to Architect and M&E Drawings for details.
150mm Wide x 75mm Deep upstand nib
E/240
73
C1
0
Thermal break
E/240
70
319 8
319 8
BA
Top of concrete.
75
C1
4.5
4.1
164 5
22 5
10
C1
105 0
TOC
C4
C1
Thermal break
34 5
535
180 0
107 5
22 5
424 0
Balcony 395 6
843
5
C1
140mm Wide x 975mm Deep RC upstand
167 4
105 0
C1
64
C1
48 27
269 4
261 0
E/240
SW
150
196 0
135
96
To be confirmed.
Notes:
23
C1
C1
598 5
100
10 0
200
37 12
342 3 368 9
903 583
SW
588 5
C1
4.5
E/242
146 2
BB
TBC C3
70
SSL +18.125
290
212 3
236 5
200
0
13
272
SW
100
10
SW
5.11
176 0
C1
390 1
60
C1
23
272 113 0 6 600 460 600 460 600
CA
558
101 5
150mm Wide x 75mm Deep upstand nib
C1
88
C1
312
198 3
113
BC
CB 113
38
10 0
441 3
790 1
215mm x 100mm x 440mm 7N/mm² Dense concrete blocks in Type M4 mortar laid flat BD
32
63
Denotes Setting Out Point at intersection.
Drawing Title
323 0
THIRD FLOOR GENERAL ARRANGEMENT AS-BUILT
4.2 E/240
278 7
SSL +18.125
Thermal break
A3
A4
537 3
A5
Drawn
Date
Checked
Date
Approved
Date
JRE
Aug 13
WW
Aug 13
PM
Aug 13
Scale
Orig Size
Dimensions
1 : 100
A0
mm
Project No.
Drawing File
131979
E114.dwg
Drawing No.
Rev.
E/114
F Scale 0
1
2
3
4
5m
