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Tom Bartlett <br /> From: <br /> David Stubbs <mdstubbs@psm-engineers.com> <br /> Sent: Wednesday,April 11,2018 4:47 PM <br /> To: Mindie Goodrich;Steven Barnes; Marc Jenefsky(mjenefsky. -•merstonearch.com); <br /> Tom Bartlett <br /> Cc: Becky Braaten;toddmadison@hotmail.com; Michael R..ek;David Stubbs <br /> Subject: RE:Structural Field Fixes from •.. <br /> Ladies and Gents- 8/ 43 " ef/y <br /> I meant to add: Regarding interior walls whic are searing walls but not shear walls. OK to attach wall plate to <br /> concrete deck with shot pins at 16"oc instead of anchor bolts. <br /> Obviously at shear walls and exterior walls use anchor bolts as before. <br /> Thanks, <br /> M. David Stubbs, PE,SE <br /> Peterson Strehle Martinson, Inc. <br /> 2200-6th Ave Suite 601 <br /> Seattle WA 98121 <br /> DIRECT 206-239-7712 <br /> 206-622-4580 Ext 131 <br /> mdstubbs@psm-engineers.com <br /> From: David Stubbs <br /> Sent: Wednesday,April 11, 2018 3:37 PM <br /> To: Mindie Goodrich; Steven Barnes; Marc Jenefsky(mjenefsky@cornerstonearch.com);Tom Bartlett <br /> Cc: Becky Braaten; toddmadison@hotmail.com; Michael Panek; David Stubbs <br /> Subject: ESF: Structural Field Fixes from Monday <br /> Ladies and Gerrts- <br /> Attached drawings reflect field fixes per site visit Monday(I am taking the liberty of sending direct to Constantine as <br /> I don't believe these have any coordination angle): <br /> S201,S202:added 6x6 post and HDU11 to ground near grid E/7 as part of fix for hold-down bolt which interferes <br /> with window. <br /> S203:added 6x6 post to ground near grid E/7,added callouts at two locations where we had shown tube columns, <br /> and revised callouts at low roof as discussed on-site. <br /> S204:Added/revised callouts at two locations where we had shown tube columns. <br /> 5601: Details 1,2, 3,4 revised or added, low roof connections. Sorry but these are not revised per today's <br /> conversations about beam height. <br /> S603: Details 2 and 3 added for locations where we had shown those two tube columns,detail 4 added for E/7. <br /> Tom,on-site you or Kevin had questioned the Simpson LGT hold-downs from the main trusses to the columns and <br /> beams. Below is a picture of a Simpson LGT, I think these will work. (On my phone I had pulled up a picture of a <br /> VGT which will not work.) <br />