EFTA01035837

From: Richard Kahn •L: I> To: michael &Aden cifi. Cc: Daphne Wallace Stephanie Remington Subject: Re: 40x60 bldg. Date: Fry 15 Mar 2019 19:03:40 4.0000 any updates on the steel building as i would like to order please advise thank you Richard Kahn HBRK Associates Inc. 575 Lexington Avenue 4th Floor New York, NY 10022 On Mar 7, 2019, at 4:15 PM, Richard Kahn wrote: 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 asjec would like ordered asap thank you Richard Kahn HBRK Associates Inc. 575 Lexington Avenue 4th Floor Begin forwarded message: From: Richard Kahn •:a Subject: Fwd: 40x60 bldg. Date: February 22, 2019 at 3:25:25 PM EST To: michael glidden Cc: Daphne Wallacee. Stephanie Remington can you please review and reply ASAP thanks Richard Kahn HBRK Associates Inc. 575 Lexington Avenue 4th Floor New York. NY 10022 Begin forwarded message: From: Brian Buck <1=la 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 < EFTA01035837 Michael. I want to put together a drawing Ice you but I need to daily a couple of things first. . So the building was not erected according to plans. it was modified somewhat in the field? The adding was a fury sheeted building. So the erector opened up the left end wall to 82' and the back side wee to 10'6' but was sheeted 5'6' past the roof of the 14" slab. How deep is the retaining wall? • Are the (2) 12' x 14' doors on the marked up dwg you sent back (front side wall and right end wall) to be included in these locations? Are we adding 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 gin condition. I would change it to a bypass girt so that the gin would extend 101depth of girl) past the face of the column. This way a) the panel would lap over the retaining wall(if it is 10' or less deep) for a good seal and b) would allow us to shift the columns in 10'. This will dear the existing anchor 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 provde a wag to roof flashing. • assuming the slab is all even elevation? I think if we change the bay spacings slighy(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 Follow us on social medial cimage002.cing> <image003.png> Cimage004. an> cimage005.ong> cimage0060te 6855 Lyons Technology Circle I Suite 181 Coconut Creek FL 33073 1107 Sattlewcal Street I Suite 2211Franklin TN 37069 b shish la confiders' and may also be onvillegeO km for the exclusive we of the intended reopenels) If you are ml,,e nitrated recipient(%) please nob that any form discbsure. distribution, copying or use of this communes/ben or .nfoinintinn lit. in any anacInnunIn ntin:Lv ar4 b.:, la 6.1"-aVerUl. Obese the content of gUs *snail a personal or Whew's, unconnected x40. the nunsor its chants' business. Busk steel accepts no responsibility or Lability foe such content. Esmail commiwkations cannot be guaranteed to be secure or error free. as Information could be niercepted corrupted amended lost destroyed. arrive bte et Incomplete. or contain viruses. We do not accept 'tardy for any such matters or Wes consequences From: michael glidden Sent: Wednesday, February 20, 2019 4:S6 PM To: Brian Buck Cc: Daphne Wallace Richard Kahn c l-; 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. will gather the Information tomorrow that we discussed . Begin forwarded message: From: nuchael glidden < > Subject: 40x60 bldg. Date: Febru 20. 2019 at 5:47:48 PM AST To: <image:010g> Sent from my iFtione EFTA01035838