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Typical Section Through Lift Wall (Section Z-Z)

The document shows a typical section through a lift wall. It includes a 10" thick RCC wall supported by a PCC raft footing and AS PER FOOTING. General notes provide specifications for dimensions, load assumptions, concrete mix design, reinforcement grades and development lengths.

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APS DESIGN INFRA PVT.LTD.
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719 views1 page

Typical Section Through Lift Wall (Section Z-Z)

The document shows a typical section through a lift wall. It includes a 10" thick RCC wall supported by a PCC raft footing and AS PER FOOTING. General notes provide specifications for dimensions, load assumptions, concrete mix design, reinforcement grades and development lengths.

Uploaded by

APS DESIGN INFRA PVT.LTD.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Z Z

10" 10"

AS PER ARCHTECTURAL DRAWING

RCC WALL(10" THK)

AS PER FOOTING

PCC
AS PER RAFT FOOTING

TYPICAL SECTION THROUGH LIFT


WALL(SECTION Z-Z)
GENERAL NOTES:- CONSULTANT:-
ONLY WRITTEN DIMENSION SHOULD BE FOLLOWED. DESIGN:-
THIS DRAWING SHOULD BE READ IN
CONJUCTION WITH RELEVANT ARCHITECTURAL APRO :-
DRAWINGS AND SITE CONDITIONS.
ANY DISCREPANCY IN THE DRAWING SHOULD BE BROUGHT
TO THE KNOWLEDGE OF CONSULTANT
BEFORE EXECUTION.

LOAD HAS BEEN TAKEN FOR (S+4) FLOORS ONLY.

PILE CAPACITY IS TAKEN AS 25 T.

CLEAR COVER TO MAIN REINFORCEMENT SHALL BE FOR


COLUMN - 40MM, PLINTH BEAM - 50MM, PILE-40mm,
PILE CAP-50mm, BEAM-25mm, SLAB - 20mm .
THE MIX FOR ALL R.C.C. WORK SHALL BE M-20 (1:1.5:3) .
ALL THE REINFORCEMENT SHALL BE Fe-500(HYSD BARS) .

MINIMUM DEVELOPMENT LENGTH FOR TOR STEEL SHALL

BE 50d, WHERE "d" IS DIA OF MAIN REINFORCEMENT.


THE LAP SHALL BE STAGGERED AND AVOIDED AT THE
POINT OF MAXIMUM BENDING MOMENT .

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