MEP-Technical Manual CDN 0408.qxd - Hambro

SECTION 33 - CANTILEVERED BALCONY (SHALLOW JOIST PARALLEL TO BALCONY)
10
SEE SPECIFICATIONS OF THE ARCHITECT VARIABLE 1251 mm (4’-1 1 /4”)
REBAR ACCORDING TO
THE SPECIFICATIONS OF
THE CONSULTING ENGINEER
WELDED WIRE-MESH
SLAB
(T)
JOIST SHORTER
T + 50 mm (2”)
OF 50 mm (2”) TOP OF BEARING
25 mm (1”)
SLOPE
NOMINAL
JOIST DEPTH
(D)
FLANGE HANGER
TEMPORARY SUPPORT FOR BALCONY
(DESIGNED AND SUPPLIED BY OTHERS)
TYPICAL DETAILS
BRIDGING TO BOTTOM CHORD MAY BE
NECESSARY IF UPLIFT DUE TO CANTILEVER
BALCONY EXCEEDS GRAVITY LOAD.
(IF REQUIRED BY THE ENGINEER)
REBAR
(IF REQUIRED BY
THE CONSULTING ENGINEER)
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
IMPORTANT;
BRIDGING ANGLES TO BE INSTALLED AFTER FORMS STRIPPED BUT
BEFORE THE REMOVAL OF BALCONY TEMPORARY SUPPORTS
SECTION 34 - CANTILEVERED BALCONY (JOIST PARALLEL TO BALCONY)
VARIABLE 1251 mm (4’-1 1/4”)
SEE SPECIFICATIONS OF THE ARCHITECT
WELDED WIRE-MESH
25 mm (1”)
REBAR ACCORDING TO
THE SPECIFICATIONS OF
THE CONSULTING ENGINEER
SLOPE
SLAB
(T)
NOMINAL
JOIST DEPTH
(D)
FLANGE HANGER
HANGER PLATE TO THICKEN SLAB
MORE 50 (2”), 76 (3”), 127 (5”)
OR 152 (6”) THAN BASE SLAB
REBAR
(IF REQUIRED BY
THE CONSULTING ENGINEER)
BRIDGING TO BOTTOM CHORD MAY BE
NECESSARY IF UPLIFT DUE TO CANTILEVER
BALCONY EXCEEDS GRAVITY LOAD.
(IF REQUIRED BY THE ENGINEER)
SOLID MASONRY WALL,
ACCORDING TO THE SPECIFICATIONS
OF THE CONSULTING ENGINEER
TEMPORARY SUPPORT
FOR BALCONY
(DESIGNED AND SUPPLIED
BY OTHERS)
IMPORTANT;
BRIDGING ANGLES TO BE INSTALLED AFTER FORMS STRIPPED BUT
BEFORE THE REMOVAL OF BALCONY TEMPORARY SUPPORTS