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• • <br /> • <br /> WHERE FLOOR JOISTS ARE DEEPER <br /> THAN FLUSH BEAM, PROVIDE RIPPED <br /> PLATE TO MATCH WIDTH OF BEAM <br /> AND DEPTH REQUIRED TO MATCH <br /> THE HEIGHT OF THE FLOOR JOISTS EXIST FLOOR BEAM <br /> EXIST FLOOR JOIST EXIST SHEATHING <br /> t� <br /> IlL <br /> fil <br /> SIMPSON LUS FACE <br /> MOUNT HANGER <br /> SIMPSON CCQ OR ECCQ <br /> WI MAX NAILING <br /> SERIES COLUMN CAP W L H <br /> TNE O MATCH EXIST COL. REUCOLUMNS <br /> EXIST FULL <br /> BASE OR PROVIDE <br /> SIMPSON ABU POST BASE <br /> 01FLUSH BEAM W/ POST REPLACEMENT <br /> SCALE: 1"=1'-0" <br /> \ G. Gilt <br /> 05 OFwas4�� <br /> '� �sv �G, <br /> I. <br /> ,' .P1, 0 , <br /> I U1 ' <br /> ` .oc � 9 � <br /> 1 <br /> S`IRaL 1 <br /> ONAL r II/21/19 <br /> EVERETT OFFICE STRUCTURAL ASSESSMENT DATE 11.21.19 SHEET <br /> C 3102 ROCKEFELLER AVE PROJECT NO. 19276.1O <br /> ENGINEERING EVERETT, WA 98201 SCALE <br /> DWN <br /> 250 4TH AVE.S., SUITE 200 FLUSH BEAM W/ POST REPLACEMENT CHECKEDY <br /> EDMONDS,WASHINGTON 98020 JBY RMK ss'1 "0 <br /> DM <br /> PHONE(425) 778-8500 <br /> FAX(425)778-5536 <br /> APPROVED BY JGG <br /> PLOT DATE:11/21/19 FILE NAME: SK-1 <br />