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GEERL0 N A N T ES <br />A. ALL CONCENTRATED LOADS APPLIED TO THE TRUSS SHALL <br />II H <br />BE INSTALLED WITHIN 6 OF THE TRUSS TR PANEL POINT AT <br />IN <br />THE CHORD TO WHICH THAT LOAD 15 BEING APPLIED <br />A IS WHENEVER POSSIBLE. WHERE LOAD D T ANC E FROM PANEL <br />STIFFENER E <br />POINT EXCEEDS.6 WILL A WEBLLB REQUIRED <br />CONNECTING THE POINT OF THE LOAD TO THE NEAREST <br />PAENL POINT T THE PP A H 0 OSITE CHORD. _ <br />UI I CONCENTRATED LOAD IS <br />B JOIST STIFFENER REQUIRED F <br />_ <br />GREATER THAN 151# OR IS LOCATED THAN 6n FROM <br />FT <br />TRUSS 70P OR BOTTOM CHORD OF PANEL. SEE DETAIL 2. <br />_ <br />II 10 <br />II , II <br />II <br />II <br />II II <br />II II <br />ZoN <br />6 <br />II I) <br />z <br />II <br />II <br />II <br />II <br />n <br />6 <br />6 n <br />8 <br />II <br />II <br />M A <br />II <br />O KEYNOTES, O <br />R7 U—I <br />II <br />IS CERTIFIED <br />MANUFACTURER'S ROOF OPENING SIZE PER F 7 <br />1. URER <br />— <br />DRAWING. <br />247 <br />3 <br />II <br />I <br />I <br />o n n I— _„ <br />2. 6 x 4 x 3/8 STEEL ANGEL(L.L.H,) x 0 8 LONG <br />II <br />�I <br />(TYPICAL). <br />dm0J14JLl1I L'.i' III <br />