MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 31 - FLANGE HANGER FOR BEAM AND WALL
SECTION 29 - MINI-JOIST WITH HANGER PLATE AT CORRIDOR
SLAB THICKNESS 130 mm (5 1/4”)
REINFORCED STEEL BY THE CONSULTING ENGINEER
25 @ 300 mm (1” @ 12”)
5 mm ( 3/16”)
90 mm (3 1/ 2”) MIN.
FOR 100 mm (4”) SHOE (TYP.)
300 mm
(12”)
90 mm (3 1/2”)
MIN. FOR
100 mm (4”)
SHOE (TYP.)
WELDED WIRE-MESH
TOP OF
BEARING
T + 6 mm ( 1 /4”)
300 mm
(12”)
WELDED
WIRE
MESH
NO SHOE
(U.N.O.)
ON MINI JOIST
ROLLBAR
NOMINAL
JOIST DEPTH SLAB
(D) (T)
TYPICAL DETAILS
CEILING EXTENSION
FLANGE HANGER (TYPE F.H)
HANGER PLATE
FOR THICKER SLAB
CORRIDOR
STEEL BEAM, STEEL STUD WALL, WOOD STUD WALL,
MASONRY WALL OR CONCRETE WALL
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER
(FILL THE MASONRY BLOCK WITH MORTAR, UNDER THE JOIST SHOE)
REBAR
(IF REQUIRED BY THE
CONSULTING ENGINEER)
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
SECTION 32 - FLANGE HANGER FOR INSULATED CONCRETE FORM
SECTION 30 - HEADER SUPPORT
WELDED WIRE-MESH
5 mm ( 3/16”) 20 mm ( 3 /4”)
20 mm ( 3/4”) Ø HOLES
AT 600 mm (24”) C/C
FOR ANCHORED
(T)
SLAB
(1 1/2”)
39 mm
FLANGE HANGER
(TYPE M.H)
HEADER BEAM
ROLLBAR
REINFORCED INSULATED CONCRETE WALL
IF THERE IS A JOIST SITTING ON THE HEADER BEAM,
THE DIMENSION 39 mm (1 1/2”) WILL BECOME 45 mm (1 3/4”) AND “(T)”
WILL BECOME “T + 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS”
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