Structural Plans · MCU21/0097

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

 

-—— Step < 200

 

    

 

>———_ Step < 200

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0
Slab mesh
ALTERNATIVE STEP DETAIL A ALTERNATIVE STEP DETAIL B
Not to Seale Not to Seale TYPICAL SLAB RECESS DETAIL (SUITABLE FOR RECESSES LESS THAN 50mm DEEP)
Not to Scale
Step < 200
_— ———_ —— 100 Slab mesh
D . 2 _y | /
eS
— g
1D EL a, 50 to 200
7 A. —_ Zi
ALTERNATIVE STEP DETAIL C
TYPICAL FOOTING BEAM STEPS (STEPS LESS THAN 200 mm) 400 ®s 400
Not to Scale —_
2 Layers slab mesh
TYPICAL SLAB RECESS DETAIL
(SUITABLE FOR RECESSES GREATER THAN 50 mm BUT LESS THAN 200 mm DEEP)
Not to Scale
40 cover 300
Lap
Footing step :
ri sm yi
2x0
Trench mesh or reinforcing —
bars as specified Slab mesh
ss
D & ‘— Trench mesh or reinforcing bars a. °
as specified - Zi
15 x D
450 min. 00 — M0

 

TYPICAL FOOTING BEAM STEP (STEP GREATER THAN 200 mm)

Not to Scale

 

 

TYPICAL SLAB STEP DETAIL
(SUITABLE FOR STEP LESS THAN 350 mm DEEP)

Not to Scale

 

LINDSAY CONSULTING ‘7
CLI 2

RPEO 4978.

   

 

Z FARO, 7
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

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

20/05/21

>

ORIGINAL ISSUE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

puter File
210531FD.DWG

 

DRAWING NUMBER ———SOSC~*~*~*~*~*~S*™Y SET].

21-0531-F5 5|A