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Slope Stability - lindsays
Step 200 Step 200
100
< 50
D
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
D OFF. 2C/82 PARKER STREET, MAROOCHYDORE
RPEQ 4928
PH 54 792 118
SLOPE 1 in 10 1.5D 100
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
Slab mesh THE SOLE USE OF THE CLIENT. NO PART
ALTERNATIVE STEP DETAIL A ALTERNATIVE STEP DETAIL B MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
Not to Scale Not to Scale TYPICAL SLAB RECESS DETAIL (SUITABLE FOR RECESSES LESS THAN 50mm DEEP) LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
Not to Scale GUY MELDRUM
Step 200 PROPOSED RESIDENCE
NO.4 TRISTANIA DRIVE
MARCUS BEACH
100 Slab mesh
D
DRAWING TITLE
50 to 200 REINFORCEMENT DETAILS
1.5D
ALTERNATIVE STEP DETAIL C SCALES
TYPICAL FOOTING BEAM STEPS (STEPS LESS THAN 200 mm) 400 400
125
Not to Scale
2 Layers slab mesh
TYPICAL SLAB RECESS DETAIL
(SUITABLE FOR RECESSES GREATER THAN 50 mm BUT LESS THAN 200 mm DEEP) SURVEY DATUM
Not to Scale .
40 cover 300
Lap ASSOCIATED CONSULTANTS
Footing step : 3-N12 Z Bars D
MAX. height - each face
2xD
Trench mesh or reinforcing
bars as specified Slab mesh
D Trench mesh or reinforcing bars 350
MAX.
as specified REVISION LIST
A BUILDER REVIEW - NOT FOR CONSTRUCTION 25/03/22
1.5 x D
100 500
450 min.
TYPICAL FOOTING BEAM STEP (STEP GREATER THAN 200 mm) TYPICAL SLAB STEP DETAIL
Not to Scale (SUITABLE FOR STEP LESS THAN 350 mm DEEP) Computer File
DRAWING NUMBER
220061FD.DWG
SHEET REV.
Not to Scale 22-0061-F7 7 A
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