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 28 - CANTILEVERED BALCONY (SHALLOW JOIST PARALLEL TO BALCONY)<br />
SEE PLAN<br />
SEE PLAN<br />
SEE SPECIFICATIONS<br />
OF THE ARCHITECT<br />
TOTAL SLAB (S)<br />
NOMINAL<br />
SLAB (T)<br />
THICKER SLAB<br />
(TS)<br />
50 mm (2”) MIN.<br />
TYP.<br />
WELDED<br />
WIRE-MESH<br />
25 mm (1”)<br />
REBAR,<br />
ACCORDING ACCORDING TO TO THE<br />
THE<br />
SPECIFICATIONS SPECIFICATIONS OF THE<br />
CONSULTING ENGINEER ENGINEER ENGINEER<br />
SLOPE<br />
NOMINAL<br />
JOIST<br />
DEPTH (D)<br />
STEEL DECK<br />
TYPICAL DETAILS<br />
SOLID MASONRY WALL,<br />
ACCORDING TO THE<br />
SPECIFICATIONS OF THE<br />
CONSULTING ENGINEER<br />
BRIDGING TO BOTTOM CHORD MAY<br />
BE NECESSARY IF UPLIFT DUE TO<br />
CANTILEVER BALCONY EXCEEDS<br />
GRAVITY LOAD. (IF REQUIRED BY<br />
THE ENGINEER)<br />
TEMPORARY<br />
SUPPORT<br />
FOR BALCONY<br />
(DESIGNED &<br />
SUPPLIED BY OTHERS)<br />
REBAR<br />
(IF REQUIRED BY<br />
THE CONSULTING ENGINEER)<br />
S + TS<br />
TOP OF BEARING<br />
IMPORTANT;<br />
BRIDGING ANGLES TO BE INSTALLED AFTER FORMS STRIPPED BUT<br />
BEFORE THE REMOVAL OF BALCONY TEMPORARY SUPPORTS<br />
SECTION 29 - CANTILEVERED BALCONY (JOIST PARALLEL TO BALCONY)<br />
SEE PLAN<br />
SEE PLAN<br />
SEE SPECIFICATIONS<br />
OF THE ARCHITECT<br />
TOTAL SLAB (S)<br />
NOMINAL<br />
SLAB (T)<br />
THICKER SLAB<br />
(TS)<br />
WELDED<br />
WIRE-MESH<br />
50 mm (2”) MIN.<br />
TYP.<br />
REBAR,<br />
ACCORDING TO TO TO THE<br />
THE<br />
SPECIFICATIONS OF THE THE THE<br />
CONSULTING ENGINEER<br />
ENGINEER<br />
25 mm (1”)<br />
SLOPE<br />
NOMINAL<br />
JOIST<br />
DEPTH (D)<br />
ANGLE FOR<br />
THICKER SLAB<br />
BRIDGING TO BOTTOM CHORD MAY<br />
BE NECESSARY IF UPLIFT DUE TO<br />
CANTILEVER BALCONY EXCEEDS<br />
GRAVITY LOAD. (IF REQUIRED BY<br />
THE ENGINEER)<br />
STEEL DECK<br />
TEMPORARY<br />
SUPPORT<br />
FOR BALCONY<br />
(DESIGNED &<br />
SUPPLIED BY OTHERS)<br />
S + TS<br />
TOP OF BEARING<br />
SOLID MASONRY WALL, ACCORDING<br />
TO THE SPECIFICATIONS OF THE<br />
CONSULTING ENGINEER<br />
REBAR<br />
(IF REQUIRED BY THE<br />
CONSULTING ENGINEER)<br />
IMPORTANT;<br />
BRIDGING ANGLES TO BE INSTALLED AFTER FORMS STRIPPED BUT<br />
BEFORE THE REMOVAL OF BALCONY TEMPORARY SUPPORTS<br />
21
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