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COUGHLIN PORTER LUNDEEN <br /> STRUCTURAL • CIVIL • SEISMIC ENGINEERING <br /> Existing Structural i Sheathing <br /> 3O End Truss South side. Top Chord continues over and creates overframed area <br /> :i Over framed roof <br /> `1 \ assembly. : <br /> I <br /> 11 \ Existing 2x6 <br /> Purlins. Pony I <br /> wall down to <br /> 4 . <br /> . . <br /> i ' trusses <br /> 3 <br /> :: : \ \// <br /> i " I,. ' ' 1 Existing Structur I <br /> i Sheathing 1 <br /> 0 TYPICAL TRUSS: NTS And existing conditions and orentations may vary <br /> i; <br /> �: I i <br /> 1 <br /> ( i 1• <br /> /�-- --- - .. . --- --- ' ii <br /> : .s a r li it <br /> I I <br /> 5 � I <br /> W I I <br /> W <br /> / a--—-- <br /> Z <br /> 4 W I 1 <br /> Ce <br /> Z ' <br /> J <br /> o REVIEWED <br /> N O2 TRUSS CONDITION AT South End. Over-framing. CITY OF EVERETT <br /> FOR PERMIT <br /> As built and existing drawings not available. Orientation varies <br /> E <br /> T <br /> a <br /> 0 <br /> V <br /> Project 4027 Holt Building Designed By:MKS Date:5-I 3-202 I <br /> Project No: Client:TEC/Andersen Construction Checked By: CI.c.L.-3-of•6 <br /> 801 SECOND AVENUE,SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com Li\ E <br />