This drawing is copyright. © Beam Consulting Engineers Ltd.

A0
Notes
A 1c B C D E F G H J K L M N P P2 1. Refer to drawing 220-09-900 for notes.

5540 3522 6028 6100 6100 6100 6100 6100 6100 6100 6100 6100 6100 6100 5895

New building roof brace to New building roof brace to

be centered 100mm down 22 no. rows be centered 100mm down
from top of rafter. Metsec 202.Z.18 from top of rafter.

All roof bracing to be All roof bracing to be

114.3x5 CHS u.n.o. 114.3x5 CHS u.n.o.

152x152x23UC 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 203x133x25UB 152x152x23UC
14
* * * * * * * * * * * *

1500
14a * * * * * * * * * * * *

203x133x25UB

203x133x25UB
* * * * * * * * * * * *

4665
15

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB
P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V.

Re-used

Re-used

Re-used

Re-used

Re-used

Re-used

Re-used

Re-used

Re-used

Re-used

Re-used

Re-used
203x133x25UB

203x133x25UB
6160

9.81° pitch

9.81° pitch

9.81° pitch

9.81° pitch

9.81° pitch

9.81° pitch
15a

16
* * * * * * * * * * * *
Temporary roof ridge
tie members
* * * * * * * * * * * *

203x133x25UB
114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS

EXISTING F1 FURNACE BUILDING

5861
* * * * * * * * * * * *

203x133x25UB
* * * * * * * * * * * *
17

9.81° pitch

9.81° pitch

9.81° pitch

9.81° pitch

9.81° pitch
17a

203x133x25UB
203x133x25UB
6153 P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V.

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB

457x191x67UB
457x191x67UB

457x191x67UB
457x191x67UB

457x191x67UB
114.3x5CHS
18

203x133x25UB
203x133x25UB
6134

* * * * * * * * * * * *
* * * * * * * * * * * *
152x152x23UC * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 152x152x23UC
19
* * * * * * * * * * * *
* * * * * * * * * * * *

203x133x25UB
203x133x25UB
5443

* * * * * * * * * * * *

20
203x133x25UB

A A2

203x133x25UB
6422

2907 5493

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB
Alternative roof construction
2860 to office may be metal deck
& 200mm RC slab P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V.

203x133x25UB
254x146x31UB 254x146x31UB
21a 21a
203x133x25UB

200x90x30PFC 200x90x30PFC 200x90x30PFC

200x90x30PFC

5° pitch

5° pitch

5° pitch

5° pitch

5° pitch
200x90x30PFC

5° pitch
3001
4446

4446

406x140x39UB

406x140x39UB

457x152x52UB
200x90x30PFC

200x90x30PFC

22 22
1494

1494

406x140x39UB
356x171x45UB

457x152x52UB
22a 22a * * * * * * * * * * * *
8 no. rows
* * * * * * * * * * * *
200x90x30PFC

200x90x30PFC

114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS 114.3x5CHS
Temporary roof ridge
3400

3400

Metsec 142.Z.13 tie members

FALL
* * * * * * * * * * * *
457x152x52UB
23 23 * * * * * * * * * * * *

203x133x25UB
406x140x39UB

406x140x39UB
200x90x30PFC

200x90x30PFC
3950

3950

203x133x25UB

457x152x52UB
24a 24a
406x140x39UB
200x90x30PFC

200x90x30PFC

5° pitch

5° pitch

5° pitch

5° pitch

5° pitch

5° pitch
Office building roof brace to
All parapet posts to be be centered 100mm down
203x133x25UB
4850

610x229x113UB

203x133x25UB
150x150x5SHS unless from top of rafter.
noted otherwise
All roof bracing to be 457x152x52UB 203x203x46UC
610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB

610x229x113UB
610x229x113UB

114.3x5 CHS u.n.o. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V. P.V.
406x140x39UB

203x203x46UC
200x90x30PFC

200x90x30PFC

25
3644

FALL

203x133x25UB
203x133x25UB
13550
4700

457x152x52UB
200x90x30PFC

203x203x46UC
406x140x39UB

114.3x5CHS
26
931

457x152x52UB
203x133x25UB

* * * * * * * * * * * *
200x90x30PFC

203x133x25UB
406x140x39UB
200x90x30PFC
4000

* * * * * * * * * * * *
200x90x30PFC 152x152x23UC * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 203x133x25UB * 152x152x23UC

27a 27a 254x146x31UB 254x146x31UB

New building roof brace to
be centered 100mm down
from top of rafter.
* Rafter/purlin
restraint locations
28 no. rows Metsec
202.Z.18
5540 2860 662 All roof bracing to be
2907 5493 114.3x5 CHS u.n.o.

A A2
Parapet Roof Drawings Updated B 22/05/2024 FN FN
2 (Scale1 : 125) 1 (Scale1 : 125) 1c B DESCRIPTION REV DATE CHK APR

Beam Consulting
14 Bond Street
Wakefield
WF1 2QP
Tel: 01924 361653
Fax: 01924 364631
PROJECT
New Blast Furnace & Supporting
Industrial Process Building
DRAWING TITLE

Building 1a-1b
Roof Steelwork GA
CLIENT
Stoelzle Flaconnage Ltd
Havercroft Construction Ltd
STATUS

Tender
DRAWN DATE
GWF
18.04.24
CHECKED
MD
SCALE
APPROVED As Shown (2x Scale @A3)
FN
DRAWING NUMBER REVISION

220-09-312 B