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EXISTING FLOOR SHEATHING <br /> 1X WOOD BLOCKING. FASTEN FROM BOTTOM <br /> OF BEAM FLANGE WITH 1 .25" WOOD SCREWS. <br /> ` W8x28 STEEL BEAM. BLOCK SOLID WITH 2-2x8'S + 4" HE <br /> PLYWOOD SHIM ON EACH SIDE, STAGGER SPLICES <br /> 36" MINIMUM.. ATTACH WITH 2" THRU BOLT @ 16 OC. <br /> STKLICT(IKALENGINELK: <br /> MIDWEST <br /> ENGINEERING <br /> z ' . ' . ' ' ' ' LLC <br /> 47130 FORT ROAD <br /> iii <br /> ///// //1 NICOLLET,MN 56074 <br /> EXISTING 2x10 FLOOR JOIST At <br /> EXISTING 2x10 FLOOR JOIST TEL:507.380.9313 <br /> WWW.MIDWENG.COM <br /> JUSTIN CLINE <br /> D C ) '3 <br /> 4160 FOREST LAKE DR <br /> MOUND,MN <br /> C' 11 KITCHEN BEAMS <br /> SST LUS28 HANGER, TYPICAL <br /> i <br /> /// i i <br /> h. <br /> RFVLSIC'N4 <br /> \ MO if:CT NUMBER <br /> 1 \KITCHEN BEAM SECTION 17-0734 <br /> • <br /> S2) SCALE: {ir=1 -0" DRAWN('TITLE-. <br /> KITCHEN BEAM <br /> SHEET NOTES: SECTION <br /> 1. DESIGN LOADS I HEREBY CERTIFY THAT THIS PLAN, <br /> SPECIFICATION,OR REPORT WAS <br /> 1 .1 . FLOOR DEAD LOAD = 18 PSF PREPARED BY ME OR UNDER MY ',CALL. <br /> 1.2. FLOOR LIVE LOAD = 40 PSF DIRECT SUPERVISION AND THAT I AM VARIES <br /> A DULY LICENSED PROFESSIONAL 8.5x11 L <br /> 2. CONTRACTOR RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, SHORING & INSTALLATION ENGINEER UNDER THE LAWS OF THE <br /> 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON—SITE STATE OF MINNESOTA. PLOTDATF: <br /> 4. CONTRACTOR/OWNER TO NOTIFY ENGINEER OF ANY DISCREPANCIES OR FIELD CONDITIONS WHICH VARY 12.14.2017 REV <br /> FROM STRUCTURAL CONSTRUCTION DOCUMENTS. T3/16247i . Cr rhELTNO <br /> 5. ALL FRAMING AND CONNECTIONS NOT SHOWN TO BE CONSTRUCTED IN ACCORDANCE WITH IBC 2012 AND BRENTM.KROHN <br /> COMMON CONSTRUCTION PRACTICE. S2 <br /> 6. ALL NEW LVL's TO BE 2.0E LAMINATED TOGETHER PER MANUFACTURERS RECOMMENDATIONS DATE:12-11-2017 LICENSE NO:51793 <br />