MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 7 - JOISTS BEARING ON CONCRETE WALL
WITH INSULATED FORM
SECTION 5 - JOISTS BEARING ON MASONRY OR CONCRETE WALL
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
NOTCH RIGID INSULATION (TYP.)
NOMINAL
SLAB
(T)
STEEL DECK
WELDED WIRE-MESH
STEEL DECK
WELDED WIRE-MESH
NOMINAL
SLAB
(T)
TOTAL
SLAB
TOTAL
SLAB
NOMINAL
JOIST DEPTH
(D)
T + 38 mm (1 1 /2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D)
CEILING EXTENSION
T + 38 mm (1 1 /2”)
TOP OF BEARING
CEILING EXTENSION
TYPICAL DETAILS
CEILING EXTENSION
CEILING EXTENSION
SOLID MASONRY WALL OR REINFORCED
CONCRETE 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)
REINFORCED INSULATED CONCRETE WALL
ACCORDING TO THE SPECIFICATIONS,
OF THE CONSULTING ENGINEER
REBAR
(IF REQUIRED BY THE
CONSULTING ENGINEER)
SECTION 8 - JOIST BEARING ON STEEL BEAM
SECTION 6 - JOIST BEARING ON CONCRETE WALL
WITH INSULATED FORM
65 mm (2 1 /2”) MIN. FOR 75 mm (3”)
OR 100 mm (4”) SHOE (TYP.)
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
NOMINAL
SLAB
(T)
40 mm (1 1 /2”)
5 mm ( 3 /16”)
STEEL DECK
WELDED
WIRE-MESH
NOMINAL
SLAB
(T)
STEEL
DECK
WELDED
WIRE-MESH
TOTAL
SLAB
TOTAL
SLAB
NOMINAL
JOIST DEPTH
(D)
T + 38 mm (1 1 /2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D)
T + 38 mm (1 1 /2”)
TOP OF BEARING
CEILING EXTENSION
CEILING EXTENSION
STEEL BEAM, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER (U.N.O)
POUR STOP
(BY OTHERS)
NOTCH RIGID INSULATION
REINFORCED INSULATED CONCRETE WALL, ACCORDING
TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER
REBAR
(IF REQUIRED BY THE
CONSULTING ENGINEER)
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