Council archive · source document
Structural Plans · MCU21/0097
Plans and drawings: the text below has words only, no drawings.
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
3 Y12 bars or extend
B2 mesh to far side
of external foating beam mesh
hh
"
)} 4
Internal footing beam
External Footing Beam
TYPICAL FOOTING BEAM INTERSECTION DETAIL
Not to Scale
Construction joint
r- 3 Y12 bars top
where internal beam top steel
is provided
f Slab mesh
1: 20 fall
TRO
}
Internal Footing Beam
D
(eg. 600)
2D (eg. 1200)
<< F
-— Trench mesh (refer
edge beam detail)
Corner Bars shall be provided
at all corners as per corner
bar lap detail.
SS
| -o
External Footing beam | | ——t-4
= | fe. 3 vir bars
Bottom
40 Cover L500 |
LAP
SECTION 1 - 1
Not to Scale
‘—— Trench mesh (refer
internal footing beam)
TYPICAL OFFSET FOOTING DETAIL
MIN. 75mm sand
500 typical
&
‘/Y12
Corner
lap bar
External Edge Beam
OUTSIDE CORNER LAP BAR DETAIL
Not to Scale
RPEO 4978.
PH Su 792 118
THIS DRAWING REMAINS HE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
PAUL CLOUT DESIGN
PROPOSED RESIDENCE
NO.30 THE PROMONTORY
NOOSAVILLE
DRAWING TITLE
REINFORCEMENT DETAILS
SCALES
SURVEY DATUM
Not to scale
ee
4 ;
J >
4 4
7S 4
tl
SL |
100 surround.
MIN. Oo,
1:60 MIN.
LZ
Approved pipe veaping_ 2
6 mm for S & M Sites
20 mm for H Sites
300 min. or as required
by Local Authority
Minimum 50 clearance
from all reinforcement
TYPICAL FOOTING PENETRATION DETAIL
Not to Scale
ASSOCIATED CONSULTANTS
REVISION LIST
A [ORIGINAL ISSUE 20/05/21
‘ompurer File
210531FD.DWG
DRAWING NUMBER SHEET] REV.
21-0531-F6 6/A
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