first floor temporary classroom by...
TRANSCRIPT
KEY OF SYMBOLS
DENOTES UPPER OR LOWER CORNER CAST GEOMETRY ACCORDING TO
CONTAINEX DETAIL DRAWINGS. REFER TO THE MANUFACTURER DRAWINGS FOR
DETAILS.
DENOTES LOCATION OF CAPTIVE NUTS.
Project.
Structure Mode
8a Peacock Yard
Iliffe Street
London SE17 3LH
Title.
Job № Drawing № Scale.
T 020 7701 5714
www.structuremode.com
Construction
Morley College - Temporary classrooms
Design of connections
00863 SC01 1:5@A1 & 1:10@A3
Rev. Status Drawn Check Issue Date
ISSUED FOR CONSTRUCTION
CD01
ISOMETRIC VIEW
OTHER CORNERS DETAILS SIMILAR / HANDED
CD02
CD01
CD03
CD04
CD02
OTHER CORNERS DETAILS SIMILAR / HANDED
CD03
OTHER CORNERS DETAILS SIMILAR / HANDED
CD04
OTHER CORNERS DETAILS SIMILAR / HANDED
CD05
CD05
CD06
CD06
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M
P
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A
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Y
C
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O
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B
Y
C
O
N
C
E
P
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C
A
B
I
N
BEAMS' FLANGES ARE NOTCHED BEHIND THE SLOTTED
HOLES TO ALLOW BESPOKE CONNECTOR FROM
CONCEPTCABIN TO ENGAGE AS INTENDED. STEEL
FABRICATOR TO PRODUCE FABRICATION DRAWINGS
AND SEND THEM TO SM FOR COMMENTS PRIOR TO
MANUFACTURE, REFER TO GN01 FOR FURTHER
INFORMATIONS.
3D MODELS OF CONNECTIONS AVAILABLE.
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B
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ALL BOLTED CONNECTION USING M16 8.8 GRADE BOLTS
UNLESS NOTED OTHERWISE. ALL WELDS TO BE 6MM
FW ON BOTH SIDES, FULL PROFILE ALLROUND, UNLESS
NOTED OTHERWISE.
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B
1
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1
C
1
M20 GRADE
8.8 BOLT
M20 GRADE
8.8 BOLT
M20 GRADE
8.8 BOLT
CORNER CAST SETTING OUT
LONG SIDE
OF FRAME
SH
OR
T S
ID
E
OF
F
RA
ME
C/L OF BEAM
C/L OF BEAM
COG OF COLUMN
94
90
ISSUED FOR TENDER ONLYT1 AC GM 01/11/2018
1
COLUMN REMOVED FROM PREVIOUS SCHEME
1
1
ISSUED FOR CONSTRUCTIONC1 PA AC 08/07/2019
CONCRETE CAP DETAIL
1:10@A1 & 1:20@A3
35
0M
IN
2
00
550
M10 HIT-HY 200-A + HIT-Z. MINIMUM
EMBEDMENT DEPTH 120 MM.
MINIMUM EDGE DISTANCE 50 MM
5Ø12 STIRRUPS IN EACH DIRECTION
M12 THREADED BAR TIED TO TOP
REINFORCEMENT
300x300x20 MM STEEL PLATE
KRINNER KSF V 114 M24 AS PER
UKGS OR SIMILAR
SUPPLIER/INSTALLER APPROVED
SPECIFICATIONS.
STEEL PROFILE WELDED TO BASE
PLATE
FOR CONCRETE ELEMENTS READY-MIXED CONCRETE
FROM HANSON OR SIMILAR APPROVED MAY BE USED.
MINIMUM GRADE RC40, OTHER RECOMMENDATIONS
CONTAINED IN STRUCTUREMODE'S SPECIFICATIONS
APPLIES.
3No. CONCRETE SAMPLES TO BE TAKEN FOR EACH DAY
OF PRODUCTION. ADDITIONAL 3No. SAMPLES FOR
EVERY 30m³ OF CONCRETE PRODUCED AFTER THE
FIRST 30m³. CUBES TO BE TESTED AT 7 DAYS (1No.) AND
28 DAYS (1No. + 1No. IF REQUIRED)
MINIMUM COVER ON CONCRETE
SURFACES CAST AGAINST SOIL 65 MM.