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Sflivflf' E RS <br /> 1iwas <br /> hln9`ton - <br /> OreINN <br /> Catifomia NMI <br /> � <br /> 2 Texas <br /> Alaska August 12,2019 <br /> 5 Colorado y 70,4 <br /> Montana <br /> Jeremy Speller ' <br /> JMZ Contractors,LLC „ Rue,vex 4UE <br /> 5205 S.2"Avenue <br /> Everett,WA 98203 32' <br /> /(53.o5- 9_3 <br /> 17i,„,„-x 77, <br /> Re: Elevator Safety Beam Column Support <br /> The Landing <br /> Everett,WA <br /> Jeremy, <br /> Per our conversation on 8-19,Joe Zlab's below response,and the attached photos,the below configuration <br /> is acceptable for the elevator safety beam support: <br /> Wood column is comprised of one 6x12 plus two 6x6 posts sistered together with all-thread. <br /> The all thread is at 4'centers for the length of the column. You can make out in the picture where the side stud was drilled to let In the nut and washer on one of <br /> them. <br /> Connections of column to building framing are attached with A-35 dips at all corners. <br /> The column to top of elevator run is 15'-2". The pitched roof diaphragm on the outside of the elevator overrun cuts this column height down by a few feet. If you <br /> need an exact dimension on this,Jeremy Speller can get this for you. <br /> Lag screws attach the hoist beam to the top of the column. Each end has two 5/8"dia.X 4"lag screws thru steel ears welded to the bottom flange of the hoist beam. <br /> 6x12 posts in the walls below trace the hoist beam loads down to foundation. I know that is overkill but they d .. .-y material was on site. <br /> O8E* Pt <br /> 4` oo WASH,, ), ,. <br /> y C�0 <br /> l Z <br /> Sincerely, , <br /> ' %);(' W4411 <br /> a�� CN,�t `4• <br /> *r <br /> Tanner Grimstad,EIT Troy Bean,PE,SE,Principal <br /> 131 West Main i Missoula,MT 59802(406)721-7315 <br /> !S e r v i c e Innovationn Value <br />