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, <br /> LSTA24 STRAP TO COLUMN <br /> HM. LSTA24 STRAP BETWEEN BEAMS <br /> .CH N I IC:r. I S I, R V I C ,'-S <br /> DETAIL C BEAM A — BEAM A <br /> 6x6 POST DETAIL <br /> DRAWN BY:CASH M.CARR <br /> DATE:6/9/2022 \A33 ANGLES BOTH SIDES <br /> PAGE NUMBER:4 <br /> I <br /> 0 1' 2' 3' 4' 5' <br /> SCALE: 1"= 1' <br /> WHERE FRAMING EXPOSED: <br /> 1. ANCHOR SILL PLATE 12"FROM PLATE END AND 6'O.C. <br /> WITH 5/8"DIAMETER POST-INSTALL ANCHORS WITH 7" <br /> EMBEDMENT.USE PLATE WASHERS. <br /> 2. 2x ML26 BRACKETS FROM PLATE TO RIM JOIST EACH <br /> A33 ANGLES BOTH SIDES ANCHOR. <br /> / NOTE:THIS DETAIL IS INTENDED AS A NON-MANDITORY <br /> ALIGNMENT WITH PERSCRIPTIVE FOUNDATION BOLTING. <br /> A33ANGLES BOTH SIDES FLOOR /3. <br /> NO SEISMIC PERFORMINCE IS IMPLYED. <br /> O <br /> d <br /> LL RIM JOIST <br /> ML26 ML26 -o ML26 ML26 <br /> o I o so I= o <br /> I <br /> A33 ANGLES BOTH SIDES <br /> 1.7 <br /> 5/18/2022 O <br /> ABROGATED WINDOW <br /> x IN BACEMENT <br /> x <br /> 1/2"x4"POST-INSTALL ANCHORS <br /> /A33 ANGLES BOTH SIDES /WITH PLATE WASHERS <br /> IPRESSURE TREATED SILL PLATE <br /> 6"THICKNESS BACEMENT WALL <br /> INOTE:THIS IS A BACEMENT PERIMETER WALL,NOT A SLAB. I <br /> 5/18/2022 THE EXISTING WINDOW WAS ABROGATED WHEN THE <br /> PREVIOUS ADDITION WAS BUILT IN THE 1960s AND LOOKS <br /> UPON THE CRAWLSPACE. <br /> u ��NA*\ <br /> 41CHAEL e o ��SS%PGA <br /> tj ff, ASk b�r�G <br /> _ GI'"" <br /> .. <br /> ._ . <br /> "'q*T'�► <br /> r ,wr .. GI <br /> {� BACEMENT SLAB ELEVATION <br /> "�7J0A. Y FOOTING OF BACMENT WAL <br /> IP10\ <br />