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Ir. <br /> BOLT FORCES TO STRUCTURAL STEEL <br /> - WIND: 98-mph Ult, Exp 'C' Fx min, lbs Fx max, lbs Vy, lbs <br /> PLATE: A-36, Fy = 36-ksi BOLT, UPPER RIGHT 74 533 -11 <br /> BOLT, UPPER LEFT -335 124 -11 <br /> HSS: A500 Gr B, Fy= 46-ksi BOLT, LOWER RIGHT -124 335 -11 <br /> Sign Weight: 60-lbs BOLT, LOWER LEFT -533 -74 -11 <br /> ASCE 7, CHAPTER 30 DESIGN WIND BUILDING ENGINEER OF RECORD SHALL REVIEW AND APPF <br /> STRUCTURAL STEEL IS ACCEPTABLE. <br /> PLAN VIEW <br /> - 2'-81/2 1'-31/2 - - <br /> I ( <br /> 1p1/52 TYP <br /> — A/S21 / 1 i TYP>3/6V A <br /> 14"LVL <br /> _may- / <br /> I <br /> /�w I: _ 4-LHBMI2CSK#1 <br /> HOLLO-BOLTS <br /> L A/S2 4' _ HSS12x4x1/4 <br /> SEE ENLARGED VIEW +..r HSS STEEL HEADER <br /> SHEET S2 <br /> ' , Cry OF EVERETT <br /> REVIE:flED FOR PERMIT <br /> >- 2x6 STUD WALL = <br /> H u, <br />