EFTA02605316.pdf
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From: jeffrey E. <[email protected]>
Sent: Thursday, August 16, 2018 12:44 PM
To: Kyle reavis
Cc: Richard Kahn; BMG
Subject: Re:
i belive you told me 200 yards at the table. . =C24) lets make it 90 diameter by 4 inches. thck.
</=iv>
On Thu, Aug 1=, 2018 at 8:29 AM, Kyle reavis <mailto wrote:=br>
Mr Epstein,
Helicopter Pad will be 97 Yards (100' x 4"). That wo=ld be on a level grade and we can get back-fill from GSJ and
compact ourse=ves. I think we should look into pour breaks to prevent EB from gett=ng 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 tha= will
result in major cracking. Maybe do (3) 34 yard pours on separa=e days. To join the separate sections you just need 2'
pieces of=e4 rebar core drilled and epoxied into the joints. That will produce a cle=n structural joint.
Very Respectfully,
=br>
Kyle Reavis
On Thu, Aug 16, 2018 at 5:14 AM, jeffrey E. <[email protected] <[email protected]» wrote:
=div dir="ltr">kyle please detail for me your concrete calculation for he=i area thx. , I want the sundial
completed by cues= . 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 =y them. .1 want a delivery date on the rebuiilt generator part= , having no backup is a
problem. . 4)=A0 lets look at adding a brand new 150k generator as the 2 big ones are ov=rsized. I want a schedule of
the bathroom complettions.=C2* for the cabanas. thx.
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EFTA_R1_01795706
EFTA02605316
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EFTA_R1_01795707
EFTA02605317
ℹ️ Document Details
SHA-256
c360baa36c94930d44e4d7fccfa0b860939fb292aecef328467683650109f0f5
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EFTA02605316
Dataset
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document
Pages
2
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