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·-- .t-'#; _r=~~~~~~~~~~: 'J~ UC''Vc:.U
Co~ tM.tl) '-v ' ~~ ~ t.'A,_,.a...,"''vo c.~
PROPOSED MEZZANINE FLOOR PLAN SCALE 1:100
!'t·--·-i ~~AN~~C~SE~~~~~~:r:s REOOIREOAI INSULAOONU NE
~~~· C()e>f2.0, fVI>. 'i'•t.:O 67 ~e,P;o~
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,...,. ~->I) ~ ~\:"- urcY>.
Zoo ,c. \SO\C ' 'l f- \A
L.ce..A V.. 'f -If\ ~NS ON
NOTES:
3.
4.
5.
6.
Do not scale off th is drawing
:h~::~~ns are in melres unless noted
All height levels are in metres unlns noted otherwise.
Al l dlmensionsareindicaliveonly.
~~~~~~ec;epancies to be reported Immediately to the
t IYPICAI.130mmCOIJP0$1T[ 0£CKCfSI/1.1'MTHm2 t.l(stl & IOmm 0~ FlR£ ROt/FORC£lj00
NOTE 1: OENOTES NCW 20011100•10 RHS -t
~~;:;~~~ ~~~t~t~~tc~~
~~OOOT£S STtRIKJUDIT C()I.;N(CIJOtl
" 15!AI.I PR£CAMB£R 10 Ill[ BOM
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CCL00003319_0001
CC
L00003319/1
1 ~ 1 ~ ~ ~ 9 - ~ I I I I I
------~~~--- ---~~----~------¥~-----~~-! i i i i I I I I I i i I i i i i i i i i <t'" i i i /
------·~- I I ---~--1 i 12. 12-fA • I
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-------f-·------1----~-,m~-~~-, i I i f i ,.
-----·~q ------¥ -·---~~~ 1
1 I oowo. "'' o"""' 1
,\"'DCOREW.U.S FOR 16,, 600mm
] ~ ~~SAIW.X.)Xlmm
PROPOSED OFFICE LEVEL FLOOR PLAN SCALE 1:100
lOP CY SI~R cot.UII.~ llfl._OW TO Ef R£SOO!ti:D BY NEW 175mm DEEP RC ....
-Bl!
s 11\ ""~ 1-H l.\ ~;:r-.1( IN<) A tlMrW(.. r ro (/()~ fl...tA
(,~ ~ /),~ -..4)
1'o ~{
NOTES:
This drawing is to be read together w ith a ll other Architectural. Structural and Services drawings.
2. Do not scale off this drawing.
3. All dimensions are in metres unless noted otherwise.
4. Atl height levels are in metres unless noted otherwise.
5. All dimensions ara indicative only.
6 . Any discrepancies to be reported Immediately to the Engineer.
t TY?ICAI. 130mm CO~ POSIIE ~CKCf51/1.1WirnAm t.IESH k IOmm 0~ FIRE REJNF~OO
NOTE 1: OENOTES U(W 200:.100o10 RHS t 201hd~12 RSA ANCHORED INTO CORE WAll. 'MTH 161 RE~ ANO-IORS AT lOOmm CTRS.
" 1~!11,1 Pfi(C&J.IB[R TO TH£. SEAl!.
Mf/-t:NAA- S?-41\..1~
' !S' M , N"'IL c..otV-,._~$
0 ~ • .1>'2 • 'Z.o,,. Sic? •
CCL00003319_0002
CC
L00003319/2
001 5310
I
BEAM B301/B302 - 203x46 UC FRONT VIEW SCALE 1:20
BEAM B303 - 203x46 UC FRONT VIEW SCALE 1:20
B312-203x203x71 UC
BEAM B304 - 203x46 UC FRONT VIEW SCALE 1:20
B3 12·203x203:x71 UC
BEAM B305 - 203x46 UC FRONT VIEW SCALE 1:20
15mm PRECAMBER TO BEAM
t;J/- ~oiLS TO ~c w•or\.' h~ sc./4f'v •
V•AM•Nfl btt.t u.. IM'\
15mm PRECAMBER TO BEAM
6851
203x203x46UC
15mm PRECAMBER TO BEAM
7000
6851
203x203x46UC
15mm PRECAMBER TO BEAM
7000
..J
..J
~ <J a:
003 S311
003 5311
----- 8316 · VB 356x171x:67
EXISTING RC SLAB
NOTES
Do not scale off this drawing. A ll steel plates to be grade $355 JO unless noted otherwise. &--- ·
All hollow sections to be grade S355 JO unless noted otherwise. ~ All other steelwork to be grade S355 JO un less noted otherwise. A ll steelwork is to be sho t blasted in accordance with SA 2 ~ and painted with two coats of zinc phos~e primer 80 microns dry fi lm thickness
.Lc tS'21.f . 6f'fM'IJt.U. ~wet' · r"
C..,rk,.~ feJti#wW A(ff'D Ita, I Jl-'1 1-v f
6' M~ltor Co~f o.r. o? . t,o l S"·
... . REVISIONS
R:EV DATE DRAWN DETAILS
00 03/12/2014 FE ISSUED FOR APPROVAL
01 15101/2015 FE GENERAL UPDATES TO SE DWG. L01212-02 1
02 23101/2015 FE SITE MEASUREMENTS ACCOUNTED FOR
FOR APPROVAL
FIRST OICE
STEEL FABRICATORS
RAIL TRACK YARD, KNOLLY'S RD
TULS~~~~~
GRENFEl L TOWER
S-301
02 AS~SHOWN@A2 A2
CCL00003319_0003
CC
L00003319/3
DOJ S31
D01 S310
BEAM B306 - 203x FRONT VIEW SCALE 1:20
8312-203x203x71 UC
uc
BEAM B307/B308 - 203x46 UC FRONT VIEW SCALE 1:20
BEAM B309 - 203x46 UC FRONT VIEW SCALE 1:20
&490
203x203x46UC
15mm PRECAMBER TO BEAM
&530
&851
203x203x46UC
15mm PRECAMBER TO BEAM
7000
~· ~.
&490
203x203x46UC
NOTES
Do not scale off th is drawing. All steel plates to be grade $355 JO unless noted otherwise. All hollow sections to be. grade S355 JO unless noted otherwise. All other steelwork. to be grade S355 JO unless noted otherwise. All steelwork is to be shot blasted in accordance with SA 2 Y.! and painted wi th two coats of zinc
~ phospate primer 80 microns dry film thickness .
l ()I~ •
).o l~- t.fk-vvh~ ;"'"~....JM
G.,)L'i'"-lCJ. ~te,J ~'V)
M PI-t>'-~ M_ .s~~ ~ ',t'
M , •• u~tt ~~ tl.,.../\ ~ o'l . .r> 't. to\ ) .
~t:' REVISIONS
REV DATE ORAWN DETAILS
00 03112/2014 FE ISSUED FOR APPROVAL
01 15101/2015 FE GENERAL UPDATES TO SE DWG. l01 212·021
Do not scale off this drawing. All steel plates to be grade S355 JO unless noted otherwise. All hollow sections to be grade S355 JO unless noted otherwise. All other steelwork to be grade 5355 JO unless noted otherwise. All steelwork is to be shot blasted in accordance with SA 2 Y2 and painted with two coats of zinc phospate primer .SO microns dry film thickness.
o 1. c '2 • "2.c\\ .
s~.
REVISIONS
REV DATE DRAWN DETAILS
00 03112/2014 FE ISSUED FOR APPROVAL
01 15/0112015 FE GENERAL UPDATES TO SE DWG. l 01212-021
02 23/0112{}15 FE SITE MEASUREMENTS ACCOUNTED FOR
FOR APPROVAL
FIRST CHOICE STEEL FABRICATORS
RAIL TRACK YARD, KNOLLY'S RD
TULSEIIiiiiiil
GRENFELL TOWER
S-303
02 AS_SHOWN@Al A2
CCL00003319_0005
CC
L00003319/5
~>-t\ 500
l I I
' ' ' ' ' r BEAM B310a- PFC 200x90x30 FRONT VIEW SCALE 1:20
6863
j
200x90x30 PFC
6895
~ 13 No.x18mmDIA.HOLES AT 500mm CENTRES
I
I
007 S313
NOTES
4
bt'lf'O . 5 ............ _ Do not scale off this drawing. All steel plates to be grade S355 JO unless noted otherwise. All hollow sections to be grade S355 JO unle_ss noted otherwise. All other steelwork to be grade 5355 JO unless noted otherwise. All steelwork is to be shot blasted in accordance with SA 2 Yz and painted with two coa1s of zinc phospate primer 80 microns dry film thickness.
216x216x10 WELDED TO 203UC46 WITH 6mm FILLET WELD All ROUND /
4 No. HOLES 18mm DIA.
PLATE 216x204x16 WELDED TO 203UC71
r-e$_ --"'" t.... '-f'\-7' t-0
fJ,Nf) 0 .,.,....~ 'tO ~~ 1.)~~ •
WITH PARTIAL P.)!NETRATION BUTTWELD /
PLATE 181x98x10 WELDED t 203UC71 6mm CONT UOUS FILLET WELD
-
356x171x67 UB
rt----===--- 2x4 No. PLATE
h+r-
332x82x.12 WELDEDTOUB
~ + + + + HOLES FOR M12 ANCHORS
00 q-
~ + +~~-: -~ + + + + ..________,
203x203x46 UC 0 tn
1 ,~~" ! 50 J 150 J 150 J !50 l !50
700
700x303x16 WELDED TOUC
BEAM TO RC BEAM CONNECTION - 203x46 UC f RC BEAM
DETAIL 02 Scale 1:5
~ 203x203x46 UC
~ ~ (AI'(fr ~~ ~-~
700x303x16 WELDED TO UC
LOGMt ON) ro wrnt vSti\JU)
F-~ s~ « tfoiJ€ ~~~r.t,
NOTES
Do not scale off this drawing. All steel plates to be grade S355 JO unless nGted otherwise . All hollow sections to be gra de S355 JO unless noted otherwise. All other steelwork to be grade 5355 JO unless noted otherwise. AIJ steelwork is to be shot blasted in accordance
with SA 2 Y.! and painted with two coats of zinc h. phospate primer 80 microns dry film lhickness .
REVISIONS
REV DATE DRAWN DETAILS
00 15/01/2015 FE ISSUED FOR APPROVAL
01 21101/2015 FE REVISED DETAIL 01
02 23/1>112015 FE SITE MEASUREMENTS ACCOUNTED FOR
FOR APPROVAL
RAIL TRACK YARD, KNOLLY'S RD
TULS-
GRENFELL TOWER
S-310
02 AS_SHOWN@A2 A2.
CCL00003319_0007
CC
L00003319/7
4 No. HOLES 18mm otA. FOR M16(6.6) HIT-Y ANCHORS WITH HIL Tl HIT-HY-200 A RESIN ANCHORS MINIMUM CONCRETE EMBEDMENT .
150mm /
4 No. HOLES 18mm DIA FOR M16(8.8) H IT-V ANCHORS WITH HIL Tl HIT-HY-2QQ A RESIN ANCHORS MINIMUM CONCRETJ.-E MBEDMENT .
150mm /
PLATE ~ 610x206x20 WELDED TO C WITH 6mm W
4 No. HOLES 18mm DIA. FOR M16(8.8) HIT·Y ANCHORS WITH HILTI HIT-HY-200 A RESIN ANCHORS MINIMUM CONCRETE EMBEDMENT . 150mm ~ f)l~. 203x203x46 UC
/
4 No. HOLES 18mm DIA FOR M16{8.8) HIT-V ANCHORS W ITH HILTI HIT-HY-200ARESIN ANCHORS / MINIMUM CONCRETE EMBEDMENT . 150mm
Do not scale off this drawing. All steel plates to be grade 5355 JO unless noted otherwise All hollow sections to be grade S355 JO unless noted otherwise. All other steelwork to be grade S355 JO unless noted otherwise.
5 A~l steelwork is to be shot blasted in accordance .- with SA 2 1'2 and painted with two coats of zinc r phospate primer 80 mi.:;rons dry film thickness.
__---- 4 No. HOLES 18mm DIA. FOR M16(8.8) HIT-V ANCHORS WITH HILTI HIT-HY-200 A RESIN ANCHORS MINIMUM CONCRETE EMB~MENT
150mm /
~--- 203x203x71 UC
/
4 No. HOLES 18mm DIA. FOR M16(8.8) HIT-Y ANCHORS WITH HILTI HIT·HY-200 A RESIN ANCHORS. MINIMUM CONCRETEj MBEDMENT 150mm /
NECTION - 203x71 UC
___-- 4 No. HOLES 18mm DIA. ~ FOR M16(8.8) HIT-Y ANCHORS WITH
HILTI HIT-HY-200 A RESIN ANCHORS. MINIMUM CONCRETE EMBEDMENT 150mm
SIDE VIEW
/
4 No. HOLES 18mm DIA. FOR M16(8.8) HIT-Y ANCHORS WITH HILTI HIT·HY·200 A RESIN ANCHORS. MINIMUM CONCRETE E" EDMENT
150mm /
PLATE 610x206x20 WELDED TO UC WITH 6mm CFW
NOTES
Do not scale off this drawing. All steel plates to be grade S355 JO unless noted otherwise. All hollow sections to be grade S355 JO unless noted otherwise. All other steelwork to be grade 5355 JO unless noted otherwise. All steelwork is to be shot blasted in accordance with SA 2 Yz and painted with two coats of zinc
/' phospate primer 80 microns dry film thickness .
l f) tf70.
·~' M otVOl- (AM~~ S os .oll,.1,.Q \of,
Si . REVISIONS
REV DATE DRAWN DETAILS
00 1510112015 FE ISSUED FOR APPROVAL
01 2310112015 FE SITE MEASUREMENTS ACCOUNTED FOR
FOR APPROVAL
FIRST CHOICE STEEL FABRICATORS
RAIL TRACK YARD, KNOLLY'S RO TULSE HILL, LONDON SW16 2JP -GRENFELL TOWER
S-312
01 AS_SHOWN@A2 P\1.
CCL00003319_0009
CC
L00003319/9
0 0
'"
0 0
'"
0 tn
0 tn
t 50 '
207
100 1
+
+
FRONT VIEW
4 No. HOLES 14mm DIA. FOR M\2(8.8) HIT-YANCHORS WITH HIL Tl HIT-HY-200 A RESIN ANCHORS. MINIMUM CONCRETE EMBEDMENT 150mm
1---- - - - - PLATE 300x207x20 WELDED TO PFC WITH 6mmCFW
200x90x30 PFC
~PLATE
300x207x20 WELDED TO PFC WITH6mm CFW
SIDE VIEW
BEAM B310a TO RC WA - 200x90x30 PFC
DETAIL 07 Scale 1:5
FRONT VIEW
4 No. HOLES 14mm OIA FOR M12(8.8) HIT·Y ANCHORS WITH HILTI HIT-HY-200 A RESIN ANCHORS. MINIMUM CONCRETE EMBEDMENT 150mm
----- 200x90x30 PFC
1------- PLATE 300x207x20 WELDED TO PFC WITH 6mm CFW
200x90x30 PFC
~PLATE / 300x207x20
SIDE VIEW
WELDED TO PFC WITH6mm CFW
BEAM B310b TO RC WALL CONNECTION- 200x90x30 PFC
DETAIL 08 Scale 1:5
REV
sr .
NOTES
Do not scale off this drawing. All steel plates to be grade S355 JO unless noted otherwise. All hollow sections to be grade S355 JO unless noted otherwise . All other steelwork to be grade S355 JO unless noted otherwise. All steelwork is to be shot blasted in accordance with SA 2 Y2 and painted with two coals of zinc
r hospate primer 60 microns dry film thickness.
REVISIONS
DATE DRAWN DETAILS
00 23101/2015 FE ISSUED FOR APPROVAL
FOR APPROVAL
FIRST CHOICE STEEL FABRICATORS
RAIL TRACK YARD, KNOll Y'S RD TULSE HILL LONDON SW16 2JP -GRENFELL TOWER
S-313
00 AS_SHOWN@A2 A2
CCL00003319_001 0
CC
L00003319/10
DOS 5510
006 SS11
2930
BEAM B501 - 203x46 UC FRONT VIEW SCALE 1:20
3506
3300
203x203x46UC
850 1-203x203x:46 UC
BEAM B503 - 203x46 UC FRONT VIEW SCALE 1:20
3300
120x120x12 RSA
BEAM B504 -120x120x12 RSA FRONT VIEW SCALE 1:20
85 2-203x203x46 UC
DOS SS10
0 ,11" .
11 No. x 18mm DIA. HOLE$ AT 300mm CENTRES
203x203x46UC
2925
BEAM B502 - 203x46 UC FRONT VIEW SCALE 1:20
-------.-~
c...>t-flrv':>
/111~11~ "8'
~tNO/l
0?.oz.tolf · 5 ~~.
l355
DOS SS10
NOTES
Do not scale off this drawing. All steel plates to be grade S355 JO unless noted otherwise. All hollow sections to be grade 5355 JO unless noted otherwise All other steelwork to be grade S355 JO unless noted otherwise. All steelwork is to be shot blasted in accordance
with SA 2 X and painted with two coats of zinc ~ospate primer 80 microns dry film thickness .
(
)
"' f71.'
REVISIONS
REV DATE DRAWN DETAILS
00 03/12/2014 FE ISSUED FOR APPROVAL
01 15101/2015 FE GENERAL UPDATES TO SE DWG. L01212-005/9
02 23101/2015 FE SITE MEASUREMENTS ACCOUNTED FOR
FOR APPROVAL
FIRST CHOICE STEEL FABRICATORS
RAIL TRACK YARD, KNOLLY'S RD TULS-GRENFELL TOWER
S-501
CCL00003319_0011
CC
L00003319/11
206
FRONT VIEW
DETAIL OS Scale 1:5
_.----- 4 No. HOLES 18mm DIA.
FOR M16(8.8) HIT-V ANCHORS WITH H1L T1 HIT-HY-200 A RESIN ANCHORS. MINIMUM CONCRETE EMBEDMENT 150mm
4 No. HOLES 18mm OIA FOR M16(8.8) HIT-Y ANCHORS WITH HILTI HIT-HY-200 A RESIN ANCHORS. MINIMUM CONCRETE EMBEDMENT
4 No. HOLES 18mm OIA. FOR M 16(8.8) HIT-Y ANCHORS WITH HILT! HIT-HY-200 A RESIN ANCHORS. MINIMUM CONCRETE EMBEDMENT 150mm
~ 203x203x46 UC
t====::::C:::j
4 No. HOLES 18mm DIA FOR M16(8.8) HIT-V ANCHORS W ITH HILTI HIT-HY-200 A RESIN ANCHORS. MINIMUM CONCRETE EMBEDMENT 150mm
PLATE 610x206x20 WELDED TO UC WITH 6mmCFW
f»/Lt'1N~
MI'~...,A1-
r J' Yt,lf(l\) ot.
fJ.e'/1~
S1A1Vf
~IV<y..;r),
NOTES
Do not scale off this drawing. All steel plates to be grade S355 JO unless noted otherwise. All holl ow sections to be grade S355 JO unless noted otherwise. All other steelwork to be grade S355 JO unless noted otherwise. All steelwork is to be shot blasted in accordance
with SA 2 ).S and painted with two coats o f zinc phospate primer 80 microns dry film thickness
147x204.x10 WELDED TO 103UC46 WITH 6mm FILLET WELD ALL ROUND
4 No. HOLES 22mm DIA. FOR20mm 0 GRADE 8.8 BOLTS
NOTCH
Lo IS"~~
~-,N~
p,~,f/4 .... ,AA-
, .B'
I""',IVOil oJ.~ 'l. 'Z,.Q\),
>.~
6-tt~'"U- ?1:>~~.
UYt~~"'rl
s 71\'f"\.J ~ .
c..-0,...~~ REV
00
01
NOTES
Do not scale off this drawing. All steel plates to be grade $355 JO unless noted otherwise. All hollow sections to be grade 5355 JO unless noted otherwise . All other steelwork to be grade 5355 JO unless noted otherwise . All steelwork is to be shot blasted in accordance with SA 2)'.! and painted with two coats of zinc
