From: Kyle reavis
To: "Jeffrey E." <jeevacation@gmail.com>
Cc: Richard Kahn >, BMG
Subject: Re:
Date: Thu, 16 Aug 2018 12:29:57 +0000
Attachments: Concrete_Calculation.PNG
Mr Epstein,
Helicopter Pad will be 97 Yards (100' x 4"). That would be on a level grade and we can get back-fill from GSJ
and compact ourselves. I think we should look into pour breaks to prevent EB from getting overwhelmed trying
to pour 100 yards in one day. If their are any issues with Barges on pour-day we will have non-structural pour
breaks that will result in major cracking. Maybe do (3) 34 yard pours on separate days. To join the separate
sections you just need 2' pieces of #4 rebar core drilled and epoxied into the joints. That will produce a clean
structural joint.
Very Respectfully,
Kyle Reavis
On Thu, Aug 16, 2018 at 5:14 AM, Jeffrey E. leevacation@gmail.com> wrote:
kyle please detail for me your concrete calculation for heli area thx. , I want the sundial completed by tues, .
jules should be wrking pebble beach rip rap. . , as i wil be with new archtects on the eve of 25th dock pour
MUST be done by them. .1 want a delivery date on the rebuiilt generator parts , having no backup is a
problem. . lets look at adding a brand new 150k generator as the 2 big ones are oversized. I want a
schedule of the bathroom complettions. for the cabanas. thx.
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