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TYPICAL DETAILS<br />
SECTION 25 - CANTILEVERED BALCONY DETAIL (JOIST PARALLEL TO BALCONY)<br />
14<br />
AS SPECIFIED BY ARCHITECT<br />
REINFORCING STEEL<br />
BY CONSULTING ENGINEER<br />
SLOPE<br />
BALCONY<br />
TEMPORARY<br />
SUPPORT<br />
1”<br />
VARIABLE<br />
FLANGE <strong>HA</strong>NGER<br />
MASONRY WALL<br />
JOIST LESS HIGH<br />
BASE SLAB<br />
OF 2” + 2”<br />
IMPORTANT: BRIDGING ANGLES TO BE INSTALLED AFTER FORMS STRIPPED BUT<br />
BEFORE THE REMOVAL OF BALCONY TEMPORARY SUPPORTS<br />
SECTION 27 - 2 HOUR FIRE RATED CORRIDOR ASSEMBLY (1)<br />
EXTEND MESH 12”<br />
INTO CORRIDOR<br />
5” SLAB WITH<br />
2 LAYERS OF MESH<br />
CORRIDORS<br />
RTC (OR SRTC)<br />
4’-1 1/4”<br />
WELDED WIRE-MESH<br />
C<strong>HA</strong>NNEL<br />
1/8” 3”<br />
1/8” 3”<br />
SLAB<br />
NOMINAL<br />
JOIST DEPTH<br />
T<br />
BRIDGING TO BOTTOM CHORD MAY<br />
BE NECESSARY IF UPLIFT DUE TO<br />
CANTILEVER BALCONY EXCEEDS GRAVITY<br />
LOAD (TO BE DETERMINED BY<br />
PROJECT ENGINEER)<br />
SLAB<br />
T
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