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COUGHLIN PORTER LUNDEEN <br /> STRUCTURAL • CIVIL SEISMIC ENGINEERING <br /> 1 6 •� =11LI <br /> 1,Un <br /> 11, <br /> ,•/••••• <br /> I <br /> Reinforce all existing PLYWOOD GUSSET <br /> r connections where char is REINFORCEMENT <br /> Present within 6" of connection <br /> V 3/4" STR PLWOOD OR <br /> OSB, EACH SIDE. <br /> Minimum Extents as <br /> shown <br /> EXTEND MIN DISTANCE <br /> AS SHOWN <br /> SECTION <br /> 4, 5/8" Between rows, TYP <br /> E: <br /> Existing Connector Plate <br /> A / connection <br /> • <br /> 1 7/16" edge distance TYP ■ <br /> L. <br /> . - . . . <br /> I <br /> 6" Sing <br /> 1' 6" J (6) 0.22" DIA by 2 15116" SDW <br /> TRUSS PLY Screws by SECTION ,1TY OF EVERETT <br /> SAMPLE ELEVATION SIMPSON STRONG TIE. Place <br /> REVIEWED �®� ������ <br /> Zvl <br /> W (5) each side staggered to avoid <br /> °z pattern from opposite side. <br /> �74i KYLE <br /> o Refer to Simpson for typical row �` of Nasy�S� <br /> or <br /> z and distance requirements. �� :` - ` c� <br /> x <br /> ✓ A0�Pe-. 46 6 < <br /> T DETAIL 02 : Connection Reinforcement ass/0NAL C'' 5-17-2021 <br /> Project 4027 Hoyt Building Designed By:MKS Date:5-13-2021 <br /> Project No: ClientTEC/Andersen Construction Checked By: -Sheet--fref-ff <br /> 801 SECOND AVENUE,SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com 11 <br />