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MSTCM40 FROM (2) <br />a(SUILTUP <br />COLUMN TO CMU <br />WALL BELOW vji <br />CONCRETE SCREWS <br />TYF�� <br />K�97— - - <br />TYP—� <br />,0, <br />MSTA30 FROM BASE Or M Z, <br />COLUMN TO OMER BELOW <br />I's <br />28C <br />MSTCMQ FROM KINWJACK STUI)S TO CMU WALL <br />BELOW �/ CONCRETE SCREWS. INSTALL STRAP <br />BEFORE INSTALLM LEDGER AT LOW ROOF <br />Fm---) <br />3= SH <br />F(2)----1 <br />3M SH END <br />2)d WALL <br />XIIR <br />29C 30M SH <br />C816 HOROONTAL STRAP <br />CONT. ABOVE & BELOW <br />OPENNGS PER SWWSC2 <br />200 FX <br />MSTA30 FROM BASE OF (2) 2. <br />COLUMN TO TRUS8 BELOW <br />)50 am 3050 SH <br />W 1J/2K <br />CSIS HORLWNTAL STRAP MSTA30 FROM BASE OF M Z. <br />COW. ABOVE & BELOW COLUMN TO GFOER BELOW <br />OPENNGS PER SWS/S4.2 <br />MSTCM0 FROM M Z9 <br />BUILT UP COLUMN TO <br />PRE -CAST LINTEL BELOW <br />wl CONCRETE SCREWS <br />SECOND FLOOR WALLMEADER PLAN - ELEV. 1131 <br />SCOIL-11'r-I'v <br />NOTES: <br />1. REFER TO DWG 80.1 FOR eENERAL STRUCTURAL NOTES <br />A- <br />C)b&% <br />IV'W <br />C.OA# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />E BENJAMIN NIESE, PE <br />P.E-# 86025 <br />02113/2024 <br />fill 2 � b <br />.17L � I <br />[foll, ail N 11-7 <br />IL - - - I I <br />mwftm <br />3400 Auburn Rd <br />Sulto 200 <br />Aubum Hills, Ml 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />suite 150 <br />Tamps, FL 33637 <br />+1813.486.3310 <br />www.fiekfttonese.com <br />J C-4 <br />j w 3 <br />Z cn <br />0) <br />00 <br />LL <br />r Lu co <br />q: <br />u x <br />a. <br />LLJ <br />c-) N <br />F <br />EN <br />DRAM BY: I FAE <br />.8 5�O <br />VERSION: <br />SHEIETNAME <br />SECOND FLOOR <br />TE OF WALL\HDR PLAN <br /># <br />A <br />S2.2J <br />