EFTA01030520.pdf
dataset_9 pdf 110.4 KB • Feb 3, 2026 • 3 pages
From: Richard Kahn < n
To: Jeffrey Epstein <jeevacation3gmail.com>
Subject: Steel building
Date: Tue, 12 Mar 2019 20:00:21 +0000
Inline-Images: image002.pn& image003.png; image004.png; imagc005.png; image006.jpg; image001.jpg
not that i am aware of..
problem is that if i do not push everyone daily nothing gets done..
unfortunately lately i have been busy with banks, brokerages and hedge funds..
last emails to glidden below..
Richard Kahn
HBRK Associates Inc.
575 Lexington Avenue 4th Floor
New York, NY 10022
tel
fax
ce l
On Mar 12, 2019, at 3:57 PM,1<jcancation@gmail.O11D> wrote:
Did we order the building steel
Begin forwarded message:
From: Richard Kahn
Subject Fwd: 40x60 bldg.
Date: Mardi 7, 2019 at 4:15:25 PM EST
To: michael glidden
Cc: Daphne Wallace , Stephanie Remington •r i=illin
i am not sure if you responded and i apologize if you did and i missed it..
could you please update on status and next steps as jcc would like ordered asap
thank you
Richard Kahn
HBRK Associates Inc.
575 Lexington Avenue 4th Floor
New York, NY 10022
tel
fa
cc
Begin forwarded message:
From: Richard Kahn
Subject: Fwd: 40x60 bldg.
Date: February 22, 2019 at 3:25:25 PM EST
To: michael glidden
Cc: Daphne Wallacen>, Stephanie Remington
can you please review and reply ASAP
thanks
EFTA01030520
Richard Kahn
HBRK Associates Inc.
575 Lexington Avenue 4th Floor
New York. NY 10022
tel
fax
cel
Begin forwarded message:
From: Brian Buck -41=I >
Subject: RE: 40x60 bldg.
Date: February 21.2019 at 1:30:57 PM EST
To: michael glidden
Cc: Daphne Wallace Richard Kahn c Stephanie Remington <a>
Michael.
I want to put together a drawing for you but I need to daftly a couple of things first.
. So the building was not erected according to plans. it was modified somewhat in the field? The bulding was a fury sheeted building. So the erector opened up the left end wall to 8'2' and the back side was to Rye. but was sheeted 56" past the
roof of the 14" slab. How deep is the retaining wall?
• Are the (2)12'x 14' doors on the marked up avg you sent back (frau side wall and right end wall) to be included in these locations? Are we addrig a third rolup door in bay e3 of the front side wall where you currently have a 15' rough opening?
Assuming the above is correct this is what I would propose.
We previously had the left end wall as a flush girt ccodition. I would change it to a bypass gin so that the girt would extend 10'(depth of girt) past the face of the column. This way a) the panel would lap over the retaining wall(if it es 10' or less deep) for a
good seal and b) would aided us to shift the columns in 10'. This will dear the existing anchor bons which will be cut off and providing the pier is sufficient in width, would save a whole lot of time and labor on those (4) left end wall columns.
I'd leave the back side wall open to 106'. sheet above the roof and provkka a wee to roof flashing. I'm assuming the slab is all even elevation?
I think if we change the bay spacings slightly(less than a foot in most cases) we can avoid having to do a lot of the demolition.
What do you think?
Regards.
Brian Buck
President
Web www.bucksteetccon
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From: michael glidden
Sent: Wednesday, February 20, 2019 4:56 PM
To: Brian Buck a
Cc Daphne Wallace <a; Richard Kahn < :-; Stephanie Remington
Subject: Fwd:40x60 bldg.
Good afternoon Brian.
I thought that this might help understanding how the building was installed. The only openings are as marked up.
I will gather the Information tomorrow that we discussed .
Begin forwarded message:
From: michael glidden
Subject: 40x60 bldg.
Date: Februa 20. 2019 at 5:47:48 PM AST
To:
EFTA01030521
Sent from my Phone
EFTA01030522
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- Document ID
- 232be531-3b96-4944-ad7e-3d87191b2304
- Storage Key
- dataset_9/EFTA01030520.pdf
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- Created
- Feb 3, 2026