MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 19 - JOIST PARALLEL TO EXPANSION JOINT
SECTION 17 - EXPANSION JOINT AT ROOF (AT STEEL BEAM)
18
65 mm (2 1 /2”) MIN. FOR 75 mm (3”)
OR FOR 100 mm (4”) SHOE (TYP.)
40 mm (1 1 /2”)
5 mm ( 3/16”)
NOMINAL
SLAB (T)
TOTAL
SLAB
FIBRE BOARD 12 mm ( 1 75 mm (3”) MIN.
DO NOT WELD THE STEEL DECK
TYP.
ON THE EMBEDED MATERIAL
/2”) WELDED WIRE-MESH
FIBRE BOARD 12 mm ( 1 /2”)
12 mm ( 1 /2”)Ø ROD x 600 mm (24”)
@ 600 mm (24”) c /c
GREASE OR WRAP THIS END
OF ROD WITH BUILDING PAPER
NOMINAL
SLAB
(T)
DO NOT WELD THE
SHOE ON THE BEAM
STEEL DECK
WELDED WIRE-MESH
NOMINAL
JOIST DEPTH
(D)
STEEL DECK
TOTAL
SLAB
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
T + 38 mm (1 1 /2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D)
T + 38 (1 1 /2”)
TOP OF BEARING
TYPICAL DETAILS
REBAR
(IF REQUIRED BY
THE CONSULTING ENGINEER)
CEILING EXTENSION
CEILING EXTENSION
STEEL BEAM ACCORDING TO
THE SPECIFICATIONS OF THE
CONSULTING ENGINEER (UNO)
SECTION 20 - JOIST PARALLEL TO A MASONRY WALL
OR CONCRETE WALL
SECTION 18 - MINIMUM CLEARANCE FOR OPENING
AND HOLE IN THE SLAB
STEEL DECK ANCHORED
TO THE WALL
WELDED WIRE-MESH
50 mm (2”) MIN.
TYP.
NOMINAL
SLAB (T)
TOTAL
SLAB
DIAMETER � 200 mm (8”)
** REBAR AROUND THE
HOLE IS NOT REQUIRED
** THE QUANTITY OF HOLE
AT 150 mm (6”) & MORE
OF THE JOIST IS
NOT IMPORTANT
150 mm (6”)
MIN.
150 mm (6”)
MIN.
OPENING
SEE TYPICAL
REINFORCEMENT
FOR SLAB OPENING.
150 mm (6”)
MIN.
NOMINAL
JOIST DEPTH
(D)
STEEL DECK
SOLID MASONRY WALL OR REINFORCED CONCRETE
WALL, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
T + 38 mm (1 1 /2”)
TOP OF BEARING
NOMINAL
SLAB
(T)
20 mm ( 3 /4”) MIN.
APPLICABLE
IN EACH CASE
20 mm ( 3 /4”) MIN.
APPLICABLE
IN EACH CASE
END OF
SLAB
TOTAL
SLAB
HOLE
REBAR
(IF REQUIRED BY THE
CONSULTING ENGINEER)
NOMINAL
JOIST DEPTH
(D)
STEEL DECK
WELDED WIRE-MESH
TEMPORARY
SUPPORT
(DESIGNED
& SUPPLIED
BY OTHERS)