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FIRST FLOOR WALLMEADER PLAN - ELEV. "I" <br />SCALE: 1/4'=V-O' <br />NOTES: <br />1. REFER TO DWG SO,I FOR GENERAL STRUCTURAL NOTES <br />O2O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEER <br />29349 <br />O IBRAHEM ELAYEB, R� <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 . <br />DATE <br />UNM AND BOND BEAM LEGEND <br />1. BOND BEAM IS TO BE 8' KNOCK OUT 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 MANUF. <br />3. LINTELS WITH A CLEAR SPAN LONGER THAN <br />174" 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 28' <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 />$Fi 6-1 B/1 }T <br />}L ` QUANTITY OF #5 REBAR AT TOP <br />L NOMINAL HEIGHT <br />NOMINAL WIDTH <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />a 1-1/7 CLEAR <br />3 CMU <br />a0w <br />GROUT <br />tO Z x #5 REBAR AT BOTTOM <br />rO OF LINTEL CAVITY <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL (VARIES) <br />7-5/8" ACTUAL <br />8" NOMINAL HEIGHT <br />s <br />oo <br />0.8 <br />E OF <br />.F(ORION •' ?� <br />AL E? `� `• <br />I <br />€ m5�%Srb <br />° 2€E'd <br />E aB:3°rYEoo pOeo' <br />�5ia•'23alim`�E Ea <br />• a. g F2 <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 />F- -1 <br />L_ J <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 <br />