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52'-0" <br />COLLECTOR LOAD= 4564 LBS SEISMIC, <br />PER WOOD WORKS ANALYSIS. <br />PROVIDE CS16 DRAG STRAP x 4'-0" <br />LONG= 6820 LBS CAPACITY > 4564..OK <br />DISCONTINOUS <br />SHEAR WALL TO <br />BEAM BELOW <br />UPPER LEVEL SHEAR KEY PLAN <br />SCALE: 1/4" =1'-0" <br />WME <br />HAREZLAK <br />ENGINEERING <br />HAREZLAK ENGINEERING <br />11745 87th Ave. S. <br />Seattle, WA 98178 <br />PH: 360.224.0627 <br />E: phil@harezlakengineering.com <br />CONSULTANT <br />CHECMD <br />By <br />NUH <br />By <br />STAMPTA <br />W <br />7U <br />W <br />a <br />Vf <br />W <br />w <br />V <br />J <br />J <br />J <br />Q <br />W <br />M <br />o <br />Z <br />N00 <br />O0 <br />OC <br />x3 <br />o <br />L <br />N <br />o <br />Lu <br />o�w <br />aGoIx <br />G <br />J <br />r W <br />K <br />m <br />& r W <br />REVISIONS: <br />NO. <br />I DESCRIPTION DATE <br />PROJECT NUMBER: <br />22-060 <br />ISSUE DATE: <br />05.XX.2022 <br />CURRENT REVISION: <br />PERMIT <br />SHEET NAME: <br />SECOND FLOOR <br />FRAMING PLAN <br />SHEET NUMBER: <br />S2.2 <br />Page 34 of 52 <br />