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

mail@structuremode.com

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

F

I

R

S

T

F

L

O

O

R

T

E

M

P

O

R

A

R

Y

C

L

A

S

S

R

O

O

M

B

Y

C

O

N

C

E

P

T

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.

G

R

O

U

N

D

F

L

O

O

R

T

E

M

P

O

R

A

R

Y

C

L

A

S

S

R

O

O

M

B

Y

C

O

N

C

E

P

T

C

A

B

I

N

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.

C

1

B

1

B

1

C

1

B

1

B

1

C

1

B

1

B

1

C

1

B

1

B

1

C

1

B

1

C

1

B

1

B

1

B

1

B

1

B

1

C

1

C

1

C

1

B

1

B

1

C

1

B

1

B

1

B

1

B

1

C

1

B

2

B

2

B

2

B

2

B

1

B

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.