MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 15 - JOISTS BEARING ON A WOOD STUD WALL
SECTION 13 - JOIST BEARING ON AN EXTERIOR STEEL STUD 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.)
JOIST SHOE ANCHORED TO PLANK
WITH SCREWS OR NAILS
WELDED WIRE-MESH
40 mm (1
WELDED WIRE-MESH
1 /2”)
5 mm ( 3/16”)
SLAB
(T)
(T)
SLAB
(D)
NOMINAL
JOIST DEPTH
(D)
CEILING EXTENSION
CEILING EXTENSION
TOP OF BEARING
T + 6 mm ( 1 /4”)
NOMINAL
JOIST DEPTH
TOP OF BEARING
T + 6 mm ( 1 /4”)
TYPICAL DETAILS
THE WOOD WALL AND THE TOP PLATE
CAPACITY, ACCORDING TO THE
SPECIFICATIONS OF THE
CONSULTING ENGINEER
NOTE; STAGGERED JOISTS
CEILING EXTENSION
THE METAL STUD AND THE TOP PLATE CAPACITY,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
T + 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS
SECTION 16 - EXPANSION JOINT AT INTERMEDIATE FLOOR (MASONRY WALL)
SECTION 14 - JOIST BEARING ON A WOOD STUD WALL
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
FIBRE BOARD 12 mm ( 1 /2”)
DO NOT WELD THE SHOE ON THE ANGLE
ANGLE ANCHORED TO THE MASONRY
WALL ACCORDING TO THE
SPECIFICATIONS OF THE
CONSULTING ENGINEER
JOIST SHOE ANCHORED TO PLANK WITH SCREWS OR NAILS
WELDED WIRE-MESH
WELDED WIRE-MESH
(D) (T)
SLAB
T + 6 mm (
TOP OF BEARING
1/4”)
NOMINAL
JOIST DEPTH SLAB
(D) (T)
REBAR (IF REQUIRED BY THE
CONSULTING ENGINEER)
NOMINAL
JOIST DEPTH
TOP OF BEARING
T + 6 mm ( 1/4”)
CEILING EXTENSION
SUPPORT ANGLE, ACCORDING TO THE
SPECIFICATIONS OF THE CONSULTING ENGINEER.
SOLID MASONRY WALL,
ACCORDING TO THE
SPECIFICATIONS OF THE
CONSULTING ENGINEER
CEILING EXTENSION
TEMPORARY SUPPORT UNDER EACH JOIST AND
EACH END UNTIL ALL FLOORS HAVE BEEN POURED.
(PROVIDED AND DESIGNED BY OTHERS)
THE WOOD WALL AND THE TOP PLATE CAPACITY,
ACCORDING TO THE SPECIFICATIONS OF THE CONSULTING ENGINEER
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
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