MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 15 - EXPANSION JOINT AT ROOF (AT MASONRY WALL)
SECTION 13 - JOISTS BEARING ON WOOD STUD WALL
FIBRE BOARD 12 mm (
DO NOT WELD THE SHOE
ON THE EMBEDED MATERIAL
STEEL DECK
1/2”)
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
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
SHOE ANCHORED TO THE PLANK
WITH SCREWS OR NAILS
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)
NOMINAL
SLAB
(T)
STEEL DECK
WELDED WIRE-MESH
NOMINAL
SLAB
(T)
WELDED WIRE-MESH
TOTAL
SLAB
NOMINAL
JOIST DEPTH
(D)
T + 38 mm (1 1 /2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D) TOTAL
SLAB
T + 38 mm (1 1/2”)
TOP OF BEARING
TYPICAL DETAILS
CEILING EXTENSION
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
(FILL THE MASONRY BLOCK WITH MORTAR,
UNDER THE HAMBRO SHOE)
CEILING EXTENSION
CEILING EXTENSION
CEILING EXTENSION
REBAR
(IF REQUIRED BY THE
CONSULTING ENGINEER
THE WOOD WALL AND THE TOP PLATE
CAPACITY, ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
NOTE: STAGGERED JOIST
SECTION 16 - EXPANSION JOINT AT FLOORS (AT STEEL BEAM)
SECTION 14 - EXPANSION JOINT AT INTERMEDIATE FLOORS
(AT MASONRY WALL)
40 mm
OR
1 5 mm
1 /2”
3 /16”
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
ANGLE ANCHORED TO
THE MASONRY WALL, ACCORDING
TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
NOMINAL
SLAB
(T)
FIBRE BOARD 12 mm (
DO NOT WELD THE
SHOE ON THE ANGLE
STEEL DECK
1/2”)
65 mm (2 1 /2”) MIN. FOR 75 mm (3”)
OR 100 mm (4”) SHOE (TYP.)
WELDED WIRE-MESH
NOMINAL
SLAB
(T)
FIBRE BOARD 12 mm (
STEEL DECK
1/2”)
DO NOT WELD THE SHOE
ON THE ANGLE
WELDED WIRE-MESH
TOTAL
SLAB
SLAB
NOMINAL
JOIST DEPTH
(D)
T + 38 mm (1 1 /2”)
TOP OF BEARING
T + 38 mm (1 1 /2”)
TOP OF BEARING
NOMINAL
JOIST DEPTH
(D) TOTAL
REBAR
(IF REQUIRED BY THE
CONSULTING ENGINEER)
CEILING EXTENSION
STIFFENER (IF REQUIRED)
CEILING EXTENSION
CEILING EXTENSION
SUPPORT ANGLE, ACCORDING TO THE
SPECIFICATIONS OF THE CONSULTING ENGINEER
STEEL BEAM, ACCORDING TO
THE SPECIFICATIONS OF THE
CONSULTING ENGINEER (U.N.O)
SUPPORT ANGLE, ACCORDING TO THE
SPECIFICATIONS OF THE CONSULTING ENGINEER
TEMPORARY SUPPORT UNDER EACH JOIST AND
EACH END UNTIL ALL FLOORS HAVE BEEN POURED
(PROVIDED AND DESIGNED BY OTHERS)
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
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