AS PER HOISTWAY LAYOUT
AS PER HOISTWAY LAYOUT
A
A
PIT FLOOR TO BE DESIGNED FOR AN IMPACT LOAD OF 9600LBS
AND A STATIC LOAD OF 5500LBS UNDER CYLINDER
REINFORCING AND STRENGTH AS PER LOCAL
STANDARDS AND CODES
RESIDENTIAL PIT DETAILS
PIT FLOOR TO BE MADE OF
MINIMUM 15MPa CONCRETE
4.0" MINIMUM
12" FOR HERITAGE OR CAMBRIAN
8" MIN ELMIRA
SECTION A-A
FINISH BASEMENT
B
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CAMBRIDGE, ONTARIO
THIS DRAWING AND THE INFORMATION IT CONTAINS ARE PROPRIETARY TO
CAMBRIDGE ELEVATING INC. THIS DOCUMENT MUST NOT BE DUPLICATED,
OR ITS CONTENTS USED OR DISCLOSED (IN WHOLE OR IN PART) WITHOUT
THE WRITTEN PERMISSION FROM CAMBRIDGE ELEVATING INC.
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Summary of Contents for Elmira
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