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./ LINTEL RECESS <br />25 SH 2868 DOOR <br />"Im <br />1 �(2)-2XB <br />2.6 STUDS <br />rml",\ <br />MUM <br />CONTINUOUS LINTEL OVER <br />MASONRY COLUMN. DRILL 3' <br />HOLE IN BASE OF LINTEL & <br />r <br />=XTEND REBAR THROUGH <br />25 SH 25 SH <br />LINE OF SECOND FLOOR ABOVE <br />CONTINUOUS LINTEL OVER 1 4sc; <br />MASONRY COLUMN DRILL.3' <br />HOLE IN BASE OF LINTEL & <br />EXTEND REBAR THROUGH 13sc <br />L — — — — — 14F& — — — — — — — — — <br />WONTEL RECESS <br />25 $H END � 25 SH 3080 DOOR Fj� 16070 OHGD <br />FIRST FLOOR WALL/HEADER PLAN - ELEV. "I" <br />SCALE: 1/4"-1-4r <br />NOTES: <br />1. REFER TO DWG SO. I FOR GENERAL STRUCTURAL NOTES <br />1020 Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERIN <br />29349 (?�� <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />UNMLMD BMD FA LEGEND <br />I . BOND BEAM IS TO BE B'KNOCK OUT BLOCK <br />WITH #5 BAR GROUTED SOLID, CONTINUOUS <br />AROUND P RIMETER OF STRUCTURE <br />2 MINIMUM NOMINAL BEARING PER END @ <br />3 -�NTELS OR AS REQUIR D BY MANI IF <br />L NT�L$ WITH A CLEAR SPAN LONGER THAN <br />12,4 SHALL BE PRESTRESSED. <br />4, BOND BEAM ELEV - S-4` U.N.O. <br />5. GARAGE DOOR LINTEL HEIGHT MAY HAVE <br />TOLERANCE OF +/- 4' FOR ALL LINTELS 28� <br />ORGREATER <br />TYPE DESIGNATION <br />F � FILLED WITH GROUT I U = UNFILLED <br />VQUANTITY OF #5 REBAR AT <br />BOTTOM OF LINTEL CAVITY <br />F16-1B/1T <br />L QUANTITY OF #5 REBAR AT TOP <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />05 REBAR AT TOP <br />MIN, 111 REGO <br />1-1/2'CUEAR <br />CMU <br />0 2 <br />M —0 UT <br />11 RIEBAR AT B OM <br />OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL (VARIES) <br />7�5/8* ACTUAL <br />8� NOMINAL HEIGHT <br />- 6-2t '.- <br />15 g Z <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, Ml 48326 <br />+1 246.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />Lr) <br />C <br />Z <br />0 <br />P <br />< <br />z <br />LLI <br />0-4 <br />F- <br />C) <br />Cc <br />LU <br />04 <br />< <br />0 <br />�C <br />rZ <br />I- <br />r- Hi <br />Cn <br />DRAWN BY: I FAE <br />No. 8 VERSION: 5.0 <br />SHEET NAME <br />WALL/HEADER <br />-Z PLAN <br />E OF <br />SHEET # <br />R110' <br />A *t.* S2. <br />-i <br />