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FIRST FLOOR WALL/HEADER PLAN - ELEV. <br />iC-ALE 1/4'=1-0 <br />NOTES: <br />I REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />COO Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERtNO:==: <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />UNELMD BMD BM LEGEND <br />I BOND BEAM IS TO BE 8' KNOCKOUT BLOCK <br />WITH #5 BAR GROUTED SOLID, CONTINUOUS <br />AROUND PERIMETER OF STRUCTURE <br />2 MIN MUM 4" NOMINAL BEARING PER END q <br />LINTELS OR AS RE-1- D 6, --. <br />3 LINTELS WITH A CLEAR SPAN LONGER THAN <br />12-4- SHALL BE PRESTRESSED. <br />4. BOND BEAM ELEV = 9'4' U.N.O. <br />5 GARAGE DOOR LINTEL HEIGHT MAY HAVE A <br />TOLERANCE OF +/- 4" FOR ALL LINTELS 2Er <br />OR GREATER <br />TYPE DESIGNATION <br />F � FILLED WITH GROUT / U = UNFILLED <br />QUANTITY OF #5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />BF1 6-1 B/1 T <br />L� QUANTITY OF #5 REBAR AT TOP <br />NOMINAL HEIGHT <br />NOMINALWIDTH <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-1/?CLEAR <br />CMu <br />0 <br />M, <br />0 GROUT <br />#5 REBAR AT BOTTOM <br />OF LINTEL CAV17Y <br />"OBOTTOM REINFORCING <br />PROVIDED IN LINTEL (VARES) <br />7-5/8' ACTUAL <br />No. 8602 <br />to <br />1/11111110 <br />�21i 6-4 <br />15 E <br />E <br />E <br />f <br />L <br />'i <br />I <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />z <br />2 <br />> <br />"i <br />C) <br />U <br />V) <br />< <br />C <br />< <br />0 <br />F- -1 <br />L -i <br />I I DRAWN BY: I FAE I I <br />VERSION: 5.0 <br />SHEET NAME <br />WALL/HEADER <br />PLAN <br />SHEET # <br />S2 1 1 K <br />