EFTA01030999.pdf

From: Richard Kahn To: michael glidden Cc: Daphne Wallace -ea, Stephanie Remington <IMIMMIIII > Subject: Fwd: 40x60 bldg. Date: Thu, 07 Mar 2019 21:15:25 +0000 Inline-Images: image002.png: image003.png; image004.png; image005.png: image006.jpg: image001.jpg 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 jet would like ordered asap thank you Richard Kahn HBRK Associates Inc. 575 Lexington Avenue 4th Floor '52 tot ccl 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 a> can you please review and reply ASAP thanks Richard Kahn HBRK Associates Inc. 575 Lexington Avenue 4th Floor 2' tel fax cel Begin forwarded message: From: Brian Buck Subject: RE: 40x60 bldg. Date: February 21, 2019 at 1:30:57 PM EST To: michael glidden Cc: Daphne Wallace c Richard Kahn a, Stephanie Remington a> Michael. I want to put together a drawing for you but I need to clarify a couple of things first. • So the building was not erected according to plans. it was modified somewhat in the field? The building was a fully sheeted building. So the erector opened up the left end wall to 87 and the back side wall 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' daces on the marked up drug you sent back (front side wall and right end wall) to be included in these locations? Na we adcing a third roflup door in bay N3 of the front side wall where you currently have a 1S' rough opening? Assuming the above is correct this is what I would propose. We previously had the left end wall as a flush gin ccndibcn. I would change it to a bypass gin 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(rf it is 10' or less deep) for a good seal and b) would allow us to shift the columns in tr. 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 provide a wall 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 balk? Regards. Brian Buck EFTA01030999 President Di Toll Free Web w . Follow us on social medial L;pinteresti; inage003(;facebookc'Googlei. is juirksfrol 6855 Lyons Technology Circle !Sun Coconut Creek FL 33073 1107 Sattiewood Street I Suite 221 1 Frankkn TN 37069 From: michael glidden Sent: Wednesday, February 20, 2019 456 PM To: Brian Buck •z t• Cc: Daphne Wallace •: >, Richard Kahn Stephanie Remington a. 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: 40)(60 bldg. Date: February 20. 2019 at 5:47:48 PM AST To: Sent from my iPhone EFTA01031000