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 7 - JOIST BEARING ON CONCRETE WALL<br />
WITH INSULATED FORMS<br />
SECTION 5 - JOIST BEARING ON MASONRY OR CONCRETE WALL<br />
NO ANCHORED PLATE OR MECHANICAL FASTENER IS<br />
REQUIRED TO FIX THE JOIST TO THE CONCRETE WALL.<br />
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
90 mm (3 1/2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
NOTCH RIGID INSULATION<br />
NO ANCHORED PLATE<br />
OR MECHANICAL<br />
FASTENER IS REQUIRED<br />
TO FIX THE JOIST TO<br />
THE CONCRETE WALL.<br />
WELDED WIRE-MESH<br />
REBAR<br />
(IF REQUIRED BY<br />
THE CONSULTING<br />
ENGINEER)<br />
WELDED WIRE-MESH<br />
(D) (T)<br />
SLAB<br />
(T)<br />
SLAB<br />
(D)<br />
NOMINAL<br />
JOIST DEPTH<br />
TOP OF BEARING<br />
T + 6 mm ( 1/4”)<br />
NOMINAL<br />
JOIST DEPTH<br />
TOP OF BEARING<br />
T + 6 mm ( 1 /4”)<br />
TYPICAL DETAILS<br />
CEILING EXTENSION<br />
CEILING EXTENSION<br />
SOLID MASONRY WALL OR REINFORCED CONCRETE WALL,<br />
ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER<br />
(FILL THE MASONRY BLOCK WITH MORTAR, UNDER THE JOIST SHOE)<br />
REINFORCED INSULATED CONCRETE WALL,<br />
ACCORDING TO THE SPECIFICATIONS<br />
OF THE CONSULTING ENGINEER<br />
REBAR<br />
(IF REQUIRED BY<br />
THE CONSULTING ENGINEER)<br />
T+ 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS<br />
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS<br />
SECTION 8 - JOISTS BEARING ON CONCRETE WALL<br />
WITH INSULATED FORMS<br />
SECTION 6 - JOISTS BEARING ON MASONRY OR CONCRETE WALL<br />
NO ANCHORED PLATE OR MECHANICAL FASTENER IS<br />
REQUIRED TO FIX THE JOIST TO THE CONCRETE WALL.<br />
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
90 mm (3 1 /2”) MIN. FOR 100 mm (4”) SHOE (TYP.)<br />
WELDED WIRE-MESH<br />
NOTCH RIGID INSULATION (TYP.)<br />
WELDED WIRE-MESH<br />
NO ANCHORED PLATE<br />
OR MECHANICAL FASTENER IS<br />
REQUIRED TO FIX THE JOIST<br />
TO THE CONCRETE WALL.<br />
(T)<br />
SLAB<br />
(T)<br />
SLAB<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
NOMINAL<br />
JOIST DEPTH<br />
(D)<br />
CEILING EXTENSION<br />
CEILING EXTENSION<br />
T + 6 mm ( 1/4”)<br />
TOP OF BEARING<br />
CEILING EXTENSION<br />
REINFORCED INSULATED CONCRETE<br />
WALL, ACCORDING TO THE<br />
SPECIFICATIONS OF THE<br />
CONSULTING ENGINEER<br />
CEILING EXTENSION<br />
TOP OF BEARING<br />
T + 6 mm ( 1 /4”)<br />
SOLID MASONRY WALL OR REINFORCED<br />
CONCRETE WALL, ACCORDING TO THE<br />
SPECIFICATIONS OF THE CONSULTING ENGINEER<br />
REBAR<br />
(IF REQUIRED BY THE<br />
CONSULTING ENGINEER)<br />
REBAR<br />
(IF REQUIRED BY<br />
THE CONSULTING ENGINEER)<br />
(FILL THE MASONRY BLOCK WITH MORTAR, UNDER THE JOIST SHOE)<br />
T + 6 mm ( 1 /4”) = SLAB THICKNESS + SHOE THICKNESS<br />
T + 6 mm ( 1/4”) = SLAB THICKNESS + SHOE THICKNESS<br />
3
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