MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 19 - EXPANSION JOINT AT ROOF (STEEL BEAM)
SECTION 17 - EXPANSION JOINT AT ROOF (MASONRY WALL)
6
65 mm (2 1 90 mm (3
/2”) MIN. FOR 75 mm (3”) SHOE (TYP.)
1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
DO NOT WELD THE SHOE
ON EMBEDED MATERIAL
12 mm ( 1/2”) Ø ROD x 600 mm (24”)
@ 600 mm (24”) c /c
GREASE OR WRAP THIS END
OF ROD WITH BUILDING PAPER
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
FIBRE BOARD 12 mm ( 1 /2”)
FIBRE BOARD 12 mm ( 1/2”)
**
12 mm ( 1/2”) Ø ROD x 600 mm (24”)
@ 600 mm (24”) c/c.
5 mm (
GREASE OR WRAP THIS END
OF ROD, WITH BUILDING PAPER
3/16”) 40 mm (1 1 /2”)
WELDED WIRE-MESH
DO NOT WELD THE SHOE ON THE BEAM
WELDED WIRE-MESH
SLAB
(T)
NOMINAL
JOIST DEPTH
(D)
NOMINAL
JOIST DEPTH SLAB
(D) (T)
CEILING EXTENSION
CEILING EXTENSION
T + 6 mm ( 1 /4”)
TOP OF BEARING
CEILING EXTENSION
T + 6 mm ( 1 /4”)
TOP OF BEARING
TYPICAL DETAILS
CEILING EXTENSION
STEEL BEAM, ACCORDING
TO THE SPECIFICATIONS OF
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)
THE CONSULTING ENGINEER (U.N.O)
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
** WELD THE JOIST TO THE STEEL BEAM OR WITH THE AGREEMENT OF THE
CONSULTING ENGINEER, USE 2-HILTI (X-EDNI 22P8) OR EQUIVALENT, INSTALLED
ACCORDING TO THE MANUFACTURING SPECIFICATIONS.
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
SECTION 20 - MINIMUM CLEARANCE FOR OPENING
AND HOLE IN THE SLAB
SECTION 18 - EXPANSION JOINT AT INTERMEDIATE FLOOR
(STEEL BEAM)
DIAMETER � 200 mm (8”)
**REBAR AROUND THE HOLE IS NOT REQUIRED
**THE QUANTITY OF HOLE AT 6” AND MORE
OF THE JOIST IS NOT IMPORTANT
150 mm (6”) 150 mm (6”)
MIN. MIN.
OPENING
SEE TYPICAL
REINFORCEMENT
FOR SLAB OPENING.
150 mm (6”)
MIN.
END OF
SLAB
FIBRE BOARD 12 mm (
DO NOT WELD THE SHOE ON THE ANGLE
1/2”)
65 mm (2 1 90 mm (3
/2”) MIN. FOR 75 mm (3”) SHOE (TYP.)
1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
5 mm ( 3 /16”) 40 mm (1 1 /2”)
**
WELDED WIRE-MESH
(T)
SLAB
HOLE
WELDED WIRE-MESH
(D)
NOMINAL
JOIST DEPTH
( 3/4”) 19 mm
(APPLICABLE
AT EACH CASE)
( 3/4”) 19 mm
(APPLICABLE
AT EACH CASE)
NOMINAL
JOIST DEPTH SLAB
(D) (T)
STIFFENER
STIFFENER
STIFFENER
(IF REQUIRED)
CEILING EXTENSION
T + 6 mm ( 1 /4”)
TOP OF BEARING
SUPPORT ANGLE, ACCORDING
TO THE SPECIFICATIONS OF THE
CONSULTING ENGINEER (U.N.O)
CEILING EXTENSION
STEEL BEAM, ACCORDING
TO THE SPECIFICATIONS OF
THE CONSULTING ENGINEER
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS
** WELD THE JOIST TO THE STEEL BEAM OR WITH THE AGREEMENT OF THE
CONSULTING ENGINEER, USE 2-HILTI (X-EDNI 22P8) OR EQUIVALENT, INSTALLED
ACCORDING TO THE MANUFACTURING SPECIFICATIONS.