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2'-3- <br />2'-6- <br />130'—$"0Ur—M-0UIr OF STEEL <br />T26'-8* 20,-0, I26--0- 26'-0" 26.-0. <br />— — — — — — — — — — — — — — — — <br />WALL BY OTHERS <br />— — — — — — — — — — — <br />I — — — — — — — — — — — — — — — — <br />— — — — — — — — — — — — — — — — <br />— — — — — — — — — <br />1 <br />— — — — <br />3 <br />E — — I <br />H <br />SIDEWALL FRAMING: FRAME UNE D <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 0.72 KIPS/FT OF WIND FORCE. AND 0.03 KIPS/Fr OF SEISMIC <br />FORCES APPLIED AT THE HEIGHT OF THE SPANDREL BEAMS AND PARALLEL TO THE7—WAU-S. THE CONNECTIONS (DESIGNEE —AND FURNISHED BY <br />OTHERS) OF THE SPANDREL BEAMS TO THE MASONRY/CONCRETE WALLS MUST BE RIGID, AND MUST NOT ALLOW ANY SLIP TO OCCUR. <br />1 15'-4' 6'-4- 4'-I-j <br />No 84502 <br />STATE OF <br />rg <br />ig <br />a 00 <br />.3 LO <br />W <br />