MEP-Technical Manual CDN 0408.qxd - Hambro
MEP-Technical Manual CDN 0408.qxd - Hambro
MEP-Technical Manual CDN 0408.qxd - Hambro
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SECTION 27 - CANTILEVERED BALCONY<br />
(JOIST PERPENDICULAR TO BALCONY)<br />
SECTION 25 - THICKER SLAB<br />
20<br />
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
SEE SPECIFICATIONS<br />
OF THE ARCHITECT<br />
DEEP SHOE TO SUIT THE THICKER SLAB<br />
NOMINAL<br />
SLAB (T)<br />
TOTAL SLAB<br />
(S)<br />
REBARS, SEE<br />
THE CONSULTING<br />
ENGINEER<br />
WELDED<br />
WIRE-MESH<br />
STEEL DECK<br />
25 mm (1”)<br />
SLOPE<br />
TYPICAL DETAILS<br />
NOMINAL<br />
JOIST DEPTH (D)<br />
THICKER SLAB<br />
(TS)<br />
REBAR<br />
(IF REQUIRED BY THE<br />
CONSULTING ENGINEER)<br />
ANGLE FOR<br />
THICKER SLAB<br />
SOLID MASONRY WALL, ACCORDING TO THE<br />
SPECIFICATIONS OF THE CONSULTING ENGINEER<br />
(FILL THE MASONRY BLOCK WITH MORTAR,<br />
UNDER THE JOIST SHOE)<br />
TEMPORARY SUPPORT<br />
FOR BALCONY<br />
(DESIGNED & SUPPLIED<br />
BY OTHERS)<br />
S + TS<br />
TOP OF BEARING<br />
ANGLE WELDED TO THE TOP CHORD TO GET<br />
A THICKER SLAB OF 50 mm (2”) AND MORE<br />
(SEE SECTION OF BALCONY)<br />
50 mm (2”)<br />
AND MORE<br />
SECTION 26 - HEADER SUPPORT<br />
WELDED WIRE-MESH<br />
20 mm ( 3 /4”)<br />
5 mm ( 3 /16”)<br />
TOTAL<br />
SLAB<br />
NOMINAL<br />
SLAB<br />
(T)<br />
80 mm<br />
(3 1/8”)<br />
STEEL<br />
DECK<br />
HEADER BEAM<br />
IF THERE IS A JOIST SITTING ON THE HEADER BEAM<br />
THE DIMENSION 80 mm (3 1/8”) WILL BECOME 76 mm (3”)
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