1. 3055 2270
LFB2
203X203X46
LFB2
203X203X46
MB1254/254/73
MB1254/254/73
MB1254/254/73
LFB2
203X203X46
LFB2
203X203X46
P3 P3
4973327
P4
P3P3P3
M
B
1
254/254/73
M
B
1
254/254/73
M
B
1
254/254/73
LFB2
203X203X46
P5
LFB2
203X203X46
3
A101
4
A101
3375
4450
Steel plate 600x250
15mm. thick
Steel plate 600x250
15mm. thick
Steel plate 600x250
15mm. thick
1
2
3330
Existing brick wall
Existing brick wall
MB1254/254/73
MB1254/254/73MB1254/254/73
MB1254/254/73
PFC200x90x30
-
---
H
-
---
A
Existing brick wall
0
2128 1801
4585
PFC200x90x30
LFB2
203X203X46
MB 1 254/254/73
MB 1 254/254/73
LFB2
203X203X46
LFB2
203X203X46
LFB2
203X203X46
MB 1 254/254/73
MB 1 254/254/73
-
---
A
M16 G8.8 bolts
M16 G8.8 bolts
M16 G8.8 bolts
100X200 10mm thick
angle cleat connection
100X200 10mm thick
angle cleat connection
M16 G8.8 bolts
Padstone P3
750x375x100
Padstone P3
750x375x100
Padstone P4
2No 16mm hold down bolts
2No 16mm hold down bolts
-
---
H-
---
A
MB 1 254/254/73
MB 1 254/254/73
Steel plate 600x250
15mm. thick
Steel plate 600x250
15mm. thick
LFB2
203X203X46
LFB2
203X203X46
Padstone P3
750x375x100
2No 16mm hold down bolts
Sand/Cement Dr-packing
existing external
brickwall
Padstone P3
750x375x100
2No 16mm hold down bolts
Sand/Cement Dr-packing
existing external
brickwall
No 20 M16 HSFG bolts
No 20 M16 HSFG bolts
Steel plate 190x130x8
12No M16 HSFG bolts
100X200 10mm thick
angle cleat connection
M16 G8.8 bolts
100X200 10mm thick
angle cleat connection
M16 G8.8 bolts
MB 1 254/254/73
MB 1 254/254/73
Steel plate 600x250
15mm. thick
254
No 20 M16 HSFG bolts
Typical MB1 Splice
M 1:10
50
50
50
50
100
50
50
50
50
50
50
10
122
122
254
Steel plate 190x130x8
2 No 100X200 10mm
thick angle cleat
connection
MB 1 254/254/73
LFB2
203X203X46
Padstone P3
750x375x100
Hold Down
Bolt M16
M16 G8.8
botls
2 No 100X200 10mm
thick angle cleat
connection
1:50 1m 2 3
101:500 5m 20 30
9 105 6 7 83 421m1:1004 5 9876
10040 5030201040 50 90807060 1:1250
18 - 20 Chelsea Manor Street, London, SW3 3UH
NOTES:
1. This drawing remains the copyright of M&B Architects Ltd
and shall not be copied in any format without written consent.
The issue of the drawing in digital format only entitles the
recipient to use the information visible in paperspace at the
time of issue for the purposes of the named project only.
2. All dimensions to be checked on site by those undertaking
the work.
3. Where reference is given to a written specification that shall
take precedence over the drawing.
4. Where two or more drawings illustrate the same element,
the larger scale drawing takes precedence.
5. Later drawing revisions and/or issue dates always take
precedence over earlier versions.
6. Elements that are subject to detailed design by others are
purely indicative and you should make reference to the relevant
information provided by those designers which will at all times
take precedence over this drawing.
7. All works are to be carried out to the satisfaction of Building
Control and in accordance with current British Standards.
drawing title
project title
REVISION DATE / BY AMENDMENT
date
scale
job no drawing no revision
drawn
checked
status
M A D I G A N B R O W N E
Telephone: 0207 036 6290
www.madiganbrowne.com
12/10/2015 09:50:19
1 : 25
Project Status
Author
Checker
Project Number
Unnamed
A101
Project Name
Beam Schedule
Family Type Length (mm.)
Member
Number
PFC-Parallel Flange Channels : PFC200x90x30 2700 mm 0
2700 mm
UB-Universal Beams : LFB2 203X203X46 1145.52 mm 7
UB-Universal Beams : LFB2 203X203X46 2269.65 mm 8
UB-Universal Beams : LFB2 203X203X46 3929 mm 9
UB-Universal Beams : LFB2 203X203X46 2269.65 mm 10
UB-Universal Beams : LFB2 203X203X46 3929 mm 11
UB-Universal Beams : LFB2 203X203X46 6660.53 mm 12
20203.35 mm
UB-Universal Beams : MB 1 254/254/73 4300 mm 2
UB-Universal Beams : MB 1 254/254/73 4502.82 mm 3
UB-Universal Beams : MB 1 254/254/73 4585 mm 4
UB-Universal Beams : MB 1 254/254/73 4465 mm 5
UB-Universal Beams : MB 1 254/254/73 4411.46 mm 6
UB-Universal Beams : MB 1 254/254/73 4300 mm 1
UB-Universal Beams : MB 1 254/254/73 4300 mm 14
UB-Universal Beams : MB 1 254/254/73 4671.45 mm 2
UB-Universal Beams : MB 1 254/254/73 3327.18 mm 3
38862.92 mm
Grand total: 16 61766.27 mm
1 : 25
Steel roof construction
1
1 : 25
Section 3
3
1 : 25
Section 4
4
Bolts
Type Comments
Hold Down Bolt M16 bolts
14
M16 G8.8 botls bolts
88
M16 HSFG bolts bolts
156
Grand total: 258
Structural Connection Schedule -Plates
Mark Type Width Lenght Thikness Comments
plate Plate 130 190 8
plate Plate 130 190 8
plate Plate 130 190 8
plate Plate 130 190 8
plate Plate 130 190 8
plate Plate 130 190 8
plate Plate 3 0 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 Thick angle cleat
connection
plate Plate 3 2x Y plates
plate Plate 3 2x Y plates
plate Plate 3 2x Y plates
plate Plate 600x250x15 250 600 15
plate Plate 600x250x15 250 600 15
plate Plate 600x250x15 250 600 15
plate Plate 600x250x15 250 600 15
plate Plate 600x250x15 250 600 15
plate Plate 600x250x15 250 600 15
Grand total: 36
Padstone Schedule
Mark
Mod
el Lenght Thikness Width
Padstone P4 375 100
Padstone P3 750 375 100
Padstone P3 750 375 100
Padstone P3 750 375 100
Padstone P3 750 375 100
Padstone P3 750 375 100
Grand total: 6
Detail H
2
Detail A
5