REA Final - 22 Dec 20 - eBook - 1682 pages

LGA PBB - S p ea r head - C o n tro l J o in ts S ean < s ean @ sp ea r headc x . c o m > F r i 2/8/2019 10 37 AM T o : M o ck , B r ian < b r ian . m o ck @ s kan s ka w al s h . c o m > C c : A ndee < andee @ sp ea r headc x . c o m >; O s ca r < O s ca r @ sp ea r headc x . c o m >; T r a us e , Z acha ry < z acha ry . tr a us e @ s kan s ka w al s h . c o m >; Z ach < z ach @ sp ea r headc x . c o m > 2 a tt achmen ts (685 KB ) A 57-40-00-00-00_ PEDE STR IAN B R IDGE B - ENLA R GED IN T E R IO R ELE V A T ION S - PEDE STR IAN B R IDGE R e v .4 ma r k up . p df ; B r idge R ende r ing . j p eg ;

Brian, Thank you for the meeting. It was very productive.

I'd like to address one specific question in this email. I'm surprised that they decided to have a control joint at the top of the slanted columns. My impression has always been that this is supposed to look like one complete molded piece, monolithic, of sorts. I have attached an original rendering that was supplied to us, I do understand that this has changed significantly though. It's important to track the control joint drawings supplied with the joint sealants package I sent over recently (one attached here). It only indicates that are control joints at the connection between the concrete and gypsum at the bottom.

Sean Reed Project Manager Spearhead Construction, LLC MBE | WBE | SDVOB | SDVOSB | PANYNJ | NYCSBS Sean@SpearheadCx.com Ph: 631.793.7422

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