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NOTES: <br /> 1.W8 TO BE ASTM A992 <br /> 2.ALL OTHER STEEL TO BE ASTM A36 <br /> 3.ALL STEEL TO BE SHOP PRIMED&RE-PAINTED AFTER INSTALL <br /> 4.GROUT TO BE MIN 28 DAY F'c=3,000 PSI <br /> 6" CMU grouted <br /> BRG CORE BELOW. course <br /> BEAM TO BRG PLATE WELD: , <br /> 1 END ONLY. SEE DET 3 3/16 P. STEEL BRG PLATE. <br /> FOR SLIP DETAIL AT PL 1/2x7x7 with 1/2"dia x 6"HSA <br /> OPP END <br /> FULL HEIGHT Yz"eX4'HSA @16'OC.WELD TO <br /> r TOP Of NEW BEAM.CENTER IN 6" <br /> ADJACENT CORE. 1t� CMU WALL COURSE <br /> STEEL LINTEL BM. 1 1 - .. <br /> 0 <br /> Illik <br /> IIS�I--. 3 SIDES) J I I I <br /> MI� � 1/4 V I I <br /> /1 X f CMU WALL. �� I I I p�/ <br /> CMU WALL J / BOTPLATE I _ .I... ..I,. WVX10 lintel beam <br /> I- Bott plate. See det 4 <br /> I <br /> 1/4" stiff plate, ES <br /> STEEL BRG PLATE. See det 1. <br /> SET BRG PLATES <br /> ON Mi'GROUT BED TO <br /> ENSURE UNIFORM BRG <br /> NOTE: tall solid grout&#4 veil in bearing <br /> 1. CONTRACTOR TO PROVIDE TEMP SHORING UNTIL core and full height adjacent core. <br /> LINTEL IS INSTALLED AND WALL GROUTED. <br /> PLAN DETAIL STEEL LINTEL BEARING @ <br /> SCALE:3I4"=1'-0" CMU WALL SECTION-TYP STEEL LINTEL BRG @CMU WALL <br /> 0 SCALE 3/4•=1' . <br /> Main level floor and all structure above to be <br /> adequately shored & braced during construction. <br /> 04-04-005 PLAN -STEEL LINTEL BRG @ EXIST CMU WALL 4.4.3 ELEV-STEEL LINTEL BRG @ EXIST CMU WALL 04-04-006 <br /> TYP MASONRY LINTEL DETAILS <br /> NEW DOOR & WINDOW LINTEL SKETCHES. OCCURS AT <br /> SOUTH WEST LOWER LEVEL WALL <br /> _ 4of17 <br /> DYNAMIC STRUCTURES, PC 6-6-2017 <br />