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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />'" or. o <br />aQ <br />PLACE STEEL <br />REINFORCING (1_2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IS" DEEP. <br />F=FILLED W GROUT <br />U = UNFILLED <br />OMINAL # OF #5'S, IN 2ND BOND <br />/LOTHBEAM COURSE <br />16-1 T/1 n /c B <br />NOMINAL <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #6'S, BOTTOM <br />THAT XFXX-1T/1M/O8 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE-CAST•31N" <br />a N <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 :CALF: , ,/2•=,'-0, ,/2•=,'-0" <br />TOP."' <br />BBEOND BEAM <br />;t <br />1#6 <br />BOND BEAM <br />,• �; <br />8x16 DBL BOND P OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM OF <br />W/(1)#6 BAR .r: BOND BEAM <br />GROUT SOLID FROM <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (1-2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2' <br />OR BEAM DESIGNATION <br />2 <br />8xB PRE -CAST CONCRETE SCALE: 314''=1'-0' <br />LINTEL, W/O STEEL(LI) REFER <br />TO PLAN FOR LOCATIONS rno . <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3)1.3/16 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1 /4") e" FROM EACH END AND <br />IV,O.C. MAX. MIN 1-,/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3M8 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE. 145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4') 8' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />218 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />:HANK SIZE 145 MIN HEAD <br />31ZE .300 MIN EMBEDMENT 1 <br />SOLID BLOCKING — <br />1/4") 8" FROM EACH END AND <br />/2- <br />SECURE TO SHEATHING W/ <br />,V. O.C. MAX. MIN 1-114" <br />MIN. 2-12d PER BLK E4 END <br />EMBEDMENT <br />OSS SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0' <br />SINGLE #6 CORNER <br />BAR, 3000 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www:ebde$kW*mup.com <br />L AA #: 0003325 <br />a <br />7 <br />�glu <br />lip <br />O <br />Q <br />e <br />� <br />91LVERADO <br />LOT #2 <br />BLK #17 <br />P" 04 .00 — 2 71 <br />MODEMA <br />4EBB <br />"1828—CALI" <br />GARAGN swlxoa <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ROLMD A ABOUCHACRA <br />L_ AR NO 9370 J <br />DA10/09/19 <br />WCAIM 1/4-=1'-0" <br />DIEM T <br />S2.1A <br />