EFTA02631706.pdf

From: Richard Kahn Sent: Thursday, March 7, 2019 9:15 PM To: michael glidden Cc: Daphne Wallace; Stephanie Remington Subject: Fwd: 40x60 bldg. i =m not sure if you responded and i apologize if you did and i missed =t.. could you please update on status and next steps as =ee would like ordered asap thank you Richard Kahn HBRK Associates Inc. 575 =exington Avenue 4th Floor New York, NY 10022 tel fa cel Begin forwarded message: From: =/b>Richard Kahn Subject: =/b>Fwd: 40x60 =ldg. Date: =/b>February 22, 2019 at 3:25:25 PM =ST To: =/b>michael glidden Cc: =/b>Daphne Wallace Stephanie Remington can you please review and reply ASAP thanks Richard Kahn HBRK Associates Inc. 575 =exington Avenue 4th Floor New York NY 10022 tel fa ce EFTA_R1_01852255 EFTA02631706  Begin forwarded message: From: Brian Buck Subject: RE: 40x60 bldg. Date: February 21, 2019 at 1:30:57 PM EST To: michael glidden Cc: Da hne Wallace , Richard Kahn a Stephanie Remington Michael, I want to put together a drawing for you but I =eed to clarify a couple of things first. • So =he building was not erected according to plans, it was modified =omewhat in the field? The building was a fully sheeted =uilding. So the erector opened up the left end wall to 8'2 =80 and the back side wall to 10'6" but was sheeted ='6" past the roof of the 14" slab. How =eep is the retaining wall? • Are the (2) 12' x =4' doors on the marked up dwg you sent back (front side wall =nd right end wall) to be included in these locations? Are we =dding a third rollup door in bay #3 of the front side wall where you =urrently have a 15' rough opening? Assuming the above is =orrect this is what I would propose. We =reviously had the left end wall as a flush girt condition. I =ould change it to a bypass girt so that the girt would extend =0"(depth of girt) past the face of the column. This way a) the =anel would lap over the retaining wall(if it is 10" or less =eep) for a good seal and b) would allow us to shift the columns in =0". This will clear the existing anchor bolts which will =e cut off and providing the pier is sufficient in width, would save a =hole lot of time and labor on those (4) left end wall columns. I'd leave the back side wall open to 10'6 =9D, sheet above the roof and provide a wall to roof flashing. ='m assuming the slab is all even elevation? I =hink if we change the bay spacings slightly(less than a foot in most =ases) we can avoid having to do a lot of the demolition. What=do you think? Regards, Brian =uck 2 EFTA_R1_01852256 EFTA02631707 President Direct Toll Free Web www.bucksteel.com Follow us on social media! 6855 Lyons Technology Circle = Suite 18 I Coconut Creek FL 33073 1107=Battlewood Street I Suite 221 I Franklin TN 37069 Legal Disclaimer: This =ommunication and any attachments contain information which is =onfidential and may also be privileged. It is for the exclusive use of =he intended recipient(s). If you are not the intended recipient(s) =lease note that any form of disclosure, distribution, copying or use of =his communication or the information in it or in any attachments is =trictly prohibited and may be unlawful. Where the content of this email =s personal or otherwise unconnected with the firm's or its clients' =usiness, Buck Steel accepts no responsibility or liability for such =ontent. E- mail communications cannot be guaranteed to be secure or =rror free, as information could be intercepted, corrupted, amended, =ost, destroyed, arrive late or incomplete, or contain viruses. We do =ot accept liability for any such matters or their =onsequences. From: michael glidden Sent: Wednesday, February 20, =019 4:56 PM To: Brian Buck Cc: Daphne Wallace ichard Kahn <mailto: »; Stephanie Remington Subject: Fwd: 40x60 bldg. Good afternoon Brian. l=thought that this might help understanding how the building was =nstalled. 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, =019 at 5:47:48 PM AST To: 3 EFTA_R1_01852257 EFTA02631708  Sent from my =Phone =/div> 4 EFTA_R1_01852258 EFTA02631709