Laserfiche WebLink
16'-7' �3'-4'I L 10'-10 1/2" 13'-1 1/2' ". <br />SIDEWAU_ FRAMING: FRAME UNE A <br />THE MASONRY/CONCRETE WALLS (DESIGNED AND FURNISHED BY OTHERS) ATTACHED TO THE SPANDREL BEAMS ARE ASSUMED TO ACT AS SHEAR <br />WALLS. THE SHEAR WALLS ARE TO BE DESIGNED TO RESIST A UNIFORM LOAD OF 0.70 KIPS/FT OF WIND FORCE, AND 0.04 KIPS/FT OF SEISMIC <br />FORCES APPLIED AT THE HEIGHT OF THE SPANDREL BEAMS AND PARAU.EL TO THE WALLS. THE CONNECTIONS (DESIGNED AND FURNISHED BY <br />OTHERS) OF THE SPANDREL BEAMS TO THE MASONRY/CONCRETE WALLS MUST BE RIGID. AND MUST NOT ALLOW ANY SUP TO OCCUR. <br />A <br />N <br />et <br />C+7 <br />C7 <br />J J <br />LL LL <br />J J N <br />J = LO <br />CL J <br />CL =W <br />W N Z <br />N� WJ <br />C� 0 _ <br />rgw--Vcp �� <br />L w � W J IL <br />CA <br />� J <br />aC�c°Ooy0N <br />No 84502 <br />STATE OF <br />�f <br />