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BF16-OB/1T <br />BF76-OB/1T BF32-OB/1T w/ LINTEL RECESS <br />25 SH 2868 DOOR <br />rnt <br />S42 <br />2x6 STUDS <br />m� <br />�s <br />:-s- <br />07741INUOUS LINTEL OVER <br />NRY COLUMN. DRILL 3" <br />IN BASE OF LINTEL & <br />ND REBAR THROUGH <br />— — — — — _ , <br />I <br />I <br />I <br />8F16-OB/1T w/ <br />25 So- <br />m. 8F18-1R;1f� <br />1 <br />CONTINUOUS LINTEL OVER <br />MASONRY COLUMN. DRILL 3' <br />HOLE IN BASE OF LINTEL & <br />EXTEND REBAR THROUGH <br />8F76-OB/1T <br />25 SH 25 SH <br />LINE OF SECOND FLOOR ABOVE <br />r------------ <br />I <br />BF34-16/1T <br />16070 OHGD <br />FIRST FLOOR WALLMEADER PLAN - ELEV. IIJ" <br />SCALE: 1/4"=1'.0"—.—.— —. <br />NOTES: <br />1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES <br />O@O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />D IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/15/2024 <br />DATE <br />UWL AND BOND BEAM LEGEND <br />1. BOND BEAM IS TO BE 8" KNOCKOUT BLOCK <br />WITH #5 BAR GROUTED SOLID, CONTINUOUS <br />AROUND PERIMETER OF STRUCTURE <br />2. MINIMUM 4" NOMINAL BEARING PER END @ <br />LINTELS OR AS REQUIRED BY MANUR <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 RAVE <br />TOLERANCE OF +/- 4" FOR ALL LINTELS 28" <br />OR GREATER <br />TYPE DESIGNATION <br />F = FILLED WITH GROUT / U = UNFILLED <br />r QUANTITY OF #5 REBAR AT <br />+ BOTTOM OF LINTEL CAVITY <br />$F1 �-1 B/1 T <br />iL L QUANTITY OF 05 REBAR AT TOP <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />15 REBAR AT TOP <br />MIN, 11) REQD <br />1-1/2"CLEAR <br />CMU <br />p O GROUT <br />N z _ #5 REBAR AT BOTTOM <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL (VARIES) <br />7-518" ACTUAL <br />��i.• E F <br />No. <br />QSTATE OF <br />FCORIDQ'?� <br />s'*0NAL `�? <br />E Se�.Rbe aga�$aa <br />®S�Sc Em Esa E9 o8o <br />aa8 <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, FL 33637 <br />+ 1 813.466, 3310 <br />www.fieldstoneae.com <br />v M <br />Z <br />O g LLjLO <br />a <<co <br />>JQ <br />z <br />o =U)LL <br />LL <br />U cr -i_ <br />2 <br />Er N } <br />W Q^= <br />c+1 LU <br />O CD <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />WALL/HEADER <br />PLAN <br />SHEET # <br />S2.1 J <br />L <br />