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� <br />EAST BEAM BEARI^!S <br />=�-o <br />n"� <br />� �:' <br />I'• <br />�ii� <br />SIDE PLS 3/8X10X10 WiTH TWO 3/4" <br />BOLTS. <br />BRG PL 1/2X11X14. <br />2" + GROUT WiTH ?#4 T[ES AROUND <br />ANCHOR BOLTS. HOOK TIES 135� AND <br />ALTERNATE HOOKS. [� <br />� 3/4"X1'-4" /W �HOR BOLTS WITH <br />DOUBLE NUTS BROUTED INTO MALL. <br />_1" SPACE Bf3WEEN BEAM AND MASOMRY. <br />PACK WITH FIBERGLASS INSULATION: <br />•BEAR[NG PL 1X8X87/8. WELD TO SIDE <br />PLS WiTH 1/4" r.RqOVE WELDS AND TO <br />BASE PL WITH 5/16" FILI.ET WELDS. <br />•SIDE PLS 3/8X7X12� 5/16'� WELDS. <br />�BASE PL 1X9 1/2 X24. <br />2�' ± GROUT. <br />TWO 3/4"X1'-4" ANCHOR <br />BOLTS WT7H DOUBLE ,��� <br />NUTS GROUTED INTO ��� <br />WEST BEAh1 BEARING WALL. <br />= -0 NOTES: <br />1. SEE PLAN ON SR-1. <br />2. WELD 3/16" ALL AROUND, <br />EXCEPT AS SHOWN. <br />3. REMOVE MASONRY AS MECE <br />SARY TO INSTALL NEW BE <br />P!AP!TSN51Kl�.ATT. L` q��,�p;gg „' KRA7Z PIGtJATARu CHtVRU�rT REMOQEL 73D03 <br />� CONSULTING EyGINEERS ��� n�1 1 Np <br />SEA}'TLE WASHINGTON R1,�t1F BE�1�� REVISION SR�L <br />�1�31-73 <br />7307 �r � �-;: �-�� �.. �� <br />