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WIDEN OPENING IN EXISTING WALL. MAXIMUM CLEAR SPAN TO <br /> . BE 9'-6". (2)-2x6 JACK STUDS +(1)-2x6 KING STUD EACH END. HE <br /> COLUMNS MUST BEAR DIRECTLY ON STEEL BEAM BELOW. <br /> r <br /> NEW W8x28 STEEL BEAM FLUSH MOUNTED. SEE <br /> SECTION 1/S2 FOR FLOOR JOIST ATTACHMENT. <br /> 2x6 FLOOR JOISTS @ 16" OC. ATTACH <br /> TO NEW 2x8 LEDGER ON HOUSE AND <br /> / 7' Ulf( NEW WOOD BEAM ACROSS GARAGE 5TFLICTURALLNGINF_F_K: <br /> FLOOR WITH 2x6 JOIST HANGERS. MIDWEST <br /> — — — — —- \ ENGINEERING <br /> ® - J LLC <br /> _ N <br /> _ <br /> x 47130 FORT ROAD <br /> - N N NICOLLET,MN 56074 <br /> Iz > TEL:507.380.9313 <br /> (n p J O - WWW.MIDWENG.COM <br /> +- 20-6 - - o > <br /> �' FI=LD VE1=Y _ _ N <br /> W8x28 STEEL BEAM JUSTIN CLINE <br /> NEW 2—PLY 9.25"I NEW WOOD BEAM TO BEAR ON STUB 4160 FOREST LAKE DR <br /> LVL BEAM1 COLUMN IN EXISTING WALL RESTING MOUND,MN <br /> ON EXISTING FROST FOUNDATION. KITCHEN BEAMS <br /> / 96 / <br /> 52 NEW 3-PLY 2x6 STUD COLUMN THIS END, <br /> REST ON EXISTING CONCRETE <br /> MAX <br /> FOUNDATION WALL. PROVIDE <br /> MECHANICAL CONNECTION TOP & BOTTOM. <br /> SE VI5IONS, <br /> NEW 3-PLY 2x6 STUD COLUMN THIS END. COLUMN <br /> MUST TRANSFER ALL GRAVITY LOADS DIRECT TO <br /> EXISTING CONCRETE FOUNDATION. PROVIDE <br /> MECHANICAL CONNECTION TOP & BOTTOM. VERIFY <br /> CONCRETE BELOW IS 6" THICK, MINIMUM. <br /> FROJFCT NLIMSLR <br /> PARTIAL FLOOR FRAMING PLAN @ NEW BASEMENT BEAM 17-0734 <br /> SHEET NOTES: SCALE: f"=1'-0" PKAWNCTTLF: <br /> 1 . DESIGN LOADS PARTIAL FLOOR <br /> *. 1 .1 . FLOOR DEAD LOAD = 18 PSF FRAMING PLAN @ <br /> 1 .2. FLOOR LIVE LOAD = 40 PSF I HEREBY CERTIFY THAT THIS PLAN, NEW OPENING <br /> 1 .3. TOTAL DEFLECTION LIMIT = L/240 SPECIFICATION,E REPORT WAS <br /> 1 .4. LIVE LOAD DEFLECTION LIMIT= L/360 DIRECT SUED E VETO UNDERAT <br /> 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. FLOTDATE- <br /> 4. CONTRACTOR/OWNER TO NOTIFY ENGINEER OF ANY DISCREPANCIES OR FIELD CONDITIONS WHICH VARYn 12.14.2017 REV <br /> FROM STRUCTURAL CONSTRUCTION DOCUMENTS. . /� LiHLCTNO <br /> 5. ALL FRAMING AND CONNECTIONS NOT SHOWN TO BE CONSTRUCTED IN ACCORDANCE WITH IBC 2012 AND BRENTM.KROHN <br /> COMMON CONSTRUCTION PRACTICE. S 1 <br /> 6. ALL NEW LVL's TO BE 2.0E LAMINATED TOGETHER PER MANUFACTURERS RECOMMENDATIONS DATE:12-11-2017 LICENSE NO:51793 <br />