MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 23 - JOIST PARALLEL TO A STEEL STUD WALL
SECTION 21 - JOIST PARALLEL TO A CONCRETE WALL
WITH INSULATED FORM
OR #12 SELF TAPPING FASTENERS
ARC WELDING
20 mm ( 3/4”) TYP.
REBAR
(IF REQUIRED BY THE
CONSULTING ENGINEER)
TOTAL
SLAB
NOMINAL
SLAB (T)
WELDED WIRE-MESH
50 mm (2”) MIN.
TYP.
NOMINAL
SLAB
(T)
TOTAL
SLAB
WELDED WIRE-MESH
50 mm (2”) MIN.
TYP.
NOMINAL
JOIST DEPTH
(D)
METAL DECK
T + 38 mm (1 1/2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D)
STEEL DECK
T + 38 mm (1 1 /2”)
TOP OF BEARING
TYPICAL DETAILS
THE METAL STUD AND THE TOP PLATE CAPACITY,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
REINFORCEMENT INSULATED CONCRETE
WALL, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
SECTION 24 - JOIST PARALLEL TO A WOOD WALL
SECTION 22 - JOIST PARALLEL TO A STEEL BEAM
METAL DECK
ANCHORED TO THE PLANK WITH WOOD SCREW #12
OR #12 SELF TAPPING FASTENERS
ARC WELDING
19 mm ( 3/4”) TYP.
NOMINAL
SLAB
(T)
75 mm (3”) MIN.
TYP.
WELDED WIRE-MESH
TOTAL
SLAB
(T)
NOMINAL
SLAB
WELDED WIRE-MESH
50 mm (2”) MIN.
TYP.
NOMINAL
JOIST DEPTH
(D) TOTAL
SLAB
STEEL DECK
T + 38 mm (1 1/2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D)
STEEL DECK
STEEL BEAM,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
T + 38 mm (1 1 /2”)
TOP OF BEARING
WOOD WALL AND THE TOP PLATE CAPACITY,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
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