MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 27 - THICKER SLAB
SECTION 25 - JOIST PARALLEL TO A STEEL STUD WALL
OR WOOD STUD WALL
8
* THE HANGER PLATE IS USED TO THICKEN
UNDER SIDE OF THE CONCRETE SLAB.
75 mm
(3”)
* 4 DIFFERENTS STANDARD THICKNESS OF
CONCRETE CAN BE CONSIDERED
WITH THE HANGER PLATE
(SEE DETAIL)
TOP OF
BEARING
T + 6 mm (1/4”)
WELDED WIRE-MESH
152 mm
(6”)
(T)
SLAB
FLANGE HANGER
(FIXED, SEE ED-D500)
50 mm
(2”)
NOMINAL
JOIST DEPTH
(D)
TYPICAL DETAILS
127 mm
(5”)
ROLLBAR
HANGER
PLATE
THE METAL OR WOOD STUD WALL
AND THE TOP PLATE CAPACITY,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
(NOTE: IF THE FLANGE HANGER IS NOT USED, TOP OF BEARING = T + 20 mm (3/4”))
SECTION 28 - MINI-JOIST AT CORRIDOR
SECTION 26 - DEEP SHOE TO SUIT SLAB THICKNESS
SLAB THICKNESS 130 mm (5 1 /4”)
REINFORCED STEEL BY THE
CONSULTING ENGINEER
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
DEEP SHOE TO SUIT THE THICKER SLAB
T + 6 mm (
TOP OF
1/4”)
BEARING
WELDED WIRE-MESH
300 mm (12”)
300 mm (12”)
90 mm (3 1 /2”) MIN. FOR
100 mm (4”) SHOE (TYP.)
WELDED
WIRE MESH
SLAB
(T)
SLAB
(T)
JOIST DEPTH
(D)
NOMINAL
(TS)
THICKER SLAB
100 mm (4”) MIN.
REBAR
(IF REQUIRED BY
THE CONSULTING
ENGINEER)
100 mm (4”) MIN.
CEILING EXTENSION
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
(FILL THE MASONRY BLOCK WITH
MORTAR, UNDER THE JOIST SHOE)
CEILING EXTENSION
TOP OF BEARING
(T + TS) + 6 mm ( 1/4”)
CORRIDOR
REBAR
(IF REQUIRED BY
THE CONSULTING
ENGINEER)
REBAR
(IF REQUIRED BY
THE CONSULTING ENGINEER)
SOLID MASONRY WALL, ACCORDING TO THE
SPECIFICATIONS OF THE CONSULTING ENGINEER
(FILL THE MASONRY BLOCK WITH MORTAR, UNDER THE JOIST SHOE)
(T + TS) + 6 mm ( 1 /4”) = (SLAB THICKNESS + THICKER SLAB) + SHOE THICKNESS
T + 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS