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 11 - JOIST PARALLEL TO A CONCRETE WALL<br />
WITH INSULATED FORM<br />
REBAR<br />
(IF REQUIRED BY THE<br />
CONSULTING ENGINEER)<br />
WELDED WIRE-MESH<br />
(T)<br />
SLAB<br />
FLANGE HANGER<br />
(FIXED, SEE ED-D500)<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
TYPICAL DETAILS<br />
REINFORCED INSULATED CONCRETE WALL,<br />
ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER<br />
SECTION 12 - JOIST BEARING ON CONCRETE WALL<br />
WITH INSULATED FORM<br />
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
NO ANCHORED PLATE OR MECHANICAL<br />
FASTENER IS REQUIRED TO FIX<br />
THE JOIST TO THE CONCRETE WALL.<br />
NOTCH RIGID INSULATION (TYP.)<br />
WELDED WIRE-MESH<br />
SLAB<br />
(T)<br />
T + 35 mm (1<br />
TOP OF BEARING<br />
3/8”)<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
CEILING EXTENSION<br />
CEILING EXTENSION<br />
REINFORCED INSULATED CONCRETE WALL,<br />
ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER<br />
REBAR<br />
(IF REQUIRED BY THE<br />
CONSULTING ENGINEER)<br />
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