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• 0 / 9) 625..:5* <br /> NOTES: <br /> 1. A36 STEEL FOR ALL MEMBERS <br /> 2. USE E70XX ELECTRODES AT ALL WELDS,BY <br /> WABO CERTIFIED WELDER <br /> 43. ROOF SHEATHING BY OTHERS,BRACE TOP <br /> CHORD DURING ERECTION <br /> �a"STEEL GUSSET 4. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION <br /> s. i'� AT RIDGE <br /> V O `MIC ibp COPE LEG L1-112x1-112 AT4. tot* <br /> °gyp ��� ys+� CyORO CONNECTION TO NS TOP :r� � <br /> a P \'` , CHORD(TYP) �,,� �� <br /> 6 • atm co'i ' �c„4 6 <br /> .� f . CONT L1x1x116,WM SELF- <br /> TYPTAPPING SCREW TO WEB(TYP) L1-112x1-112 TO FS WORK POINT(TYP) <br /> \,,iz BOTTOM CHORD(TYP) <br /> L2 x 2 x 3116 BOTTOM CHORD PROVIDE 11116"0 HOLES AT STD I I <br /> II i \ BM GAGE FOR ANCHORAGE TO <br /> .T 5,-O" / \ 6'_O" \WALL.ANCHOR BY OTHERS, <br /> / i fVERIFY LOCATION.(TYP) 2112" TYP> V <br /> • r <br /> ..„...:,...,::,.:,,„..„,,.„.,:i, <br /> 2'-0" 16'-0" 2'-O"r . . <br /> 3/16",2x2 SQUARE <br /> END PLATE(TYP) <br /> el) EVERETT GENERATOR TRUSS <br /> NTS • <br /> slideruie FILE: <br /> GENERATOR BUILDING TRUSS <br /> engineering works,Ik TOTEM STEEL,W00DINVILLE,WA <br /> Andrew L.Herrick,PE(206)3660732 <br /> i. <br /> r. <br />