EFTA01030514.pdf

From: J <jeevacation®gmail.com> To: Richard Kahn a> Subject: Re: Steel building Date: Tue, 12 Mar 2019 20:00:54 +0000 [aline-Images: image003.png; image004.png; image005.png; image002.png; image006.jpg; imagc001.jpg Let's get it done On Tue. Mar 12, 2019 at 4:00 PM Richard Kahn a wrote: 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 Lexingto Avenue 4th Floor New YorliSt Dal On Mar 12, 2019, at 3:57 PM, J <[email protected]> wrote: Did we order the building steel Begin forwarded message: From: Richard Kahn <I .> Subject: Fwd: 40x60 bldg. Date: March 7, 2019 at 4:15:25 PM EST To: michael glidden -ze Cc: Daphne Wallace <-, Stephanie Remington i am not sum 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 Yak 19422 to 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 Wallace >. Stephanie Remington ca can you please review and reply ASAP EFTA01030514 thanks Richard Kahn HBRK Associates Inc. 575 Lexington Avenue 4th HOW Ncw York. NY 10022 tel fa cc Begin forwarded message: From: Brian Buck •:=I > Subject: RE: 40x60 bldg. Date: February 21, 2019 at 1:30:57 PM EST To: michael glidden Cc: Daphne Wallace , Richard Kahn < M>, Stephanie Remington <a Michael. I want to put together a drawing for you but I need to darkly a couple of things first. • So the budding was not erected according to plans. it was modified somewhat n the field? The building was a fully sheeted budding. So the erector opened up the left end wall to 8'T and the back side wall to 10'6' but was sheeted SS' past the roof of the IC slab. How deep is the retaining wall? • Are the (2)12' x 14' doors on the marked up dwg you sent back (hunt side wall and right end wall) to be incluied in these locations? Are we adding a third rollup door in bay #3 of the front side wall where you currently have a 16' rough opening? Assuming the above es correct this is what I would propose. We previously had the left end wall as a flush got condition. I would change it to a bypass girt so that the girl would extend 10-(depth of girt) past the face of the column. This way a) the panel would lap over the retaining wall(if rt is 10' or less deep) for a good seal and b) would allow us to shift the columns in 10'. This will clear the existing anther bolts 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 10'6'. sheet above the roof and provide a wall to roof flashing. I'm assuming the slab is al even elevation? I think if we change the bay spacings slighdy(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 yonttakds.atteLSOM Follow us on social medial (;)'' cia ntere age° cebo ogle. l;:puokSteei 6855 Lyons TeChnOtOgy Curie I Suite 181 Coconut Creek FL 33073 1107 Battletiood Street I Suite 221 Franklin TN 37069 From: michael glidden Sent: Wednesday, February 20, 2019 4:56 PM To: Brian Buck Cc: Daphne Wallace c r.; Richard Kahn c l.; Stephanie Remington Subject: Fwd: 00x60 bldg. EFTA01030515  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: February 20. 2019 at 5:47:48 PM AST To: Sent from my 'Phone please note The information contained in this communication is confidential, may be attorney-client privileged. may constitute inside infonnation, and is intended only for the use of the addressee. It is the property of JEE Unauthorized use, disclosure or copying of this communication or any pan thereof is strictly prohibited and may be unlawful. If you have received this communication in error, please notify us immediately by return c-mail or by e-mail to [email protected] and destroy this communication and all copies thereof, including all attachments. copyright -all rights reserved EFTA01030516