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05 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W 10' HOOK <br />s5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 314-=l'-T <br />Gt� <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />P <br />F = FILLED W GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PUCE LINTEL ACROSS TOP OF OPENING. <br />2, IF BOTTOM STEEL IS REQUIRED PLACE 45 BAR IN LINTEL <br />3. PLACE MA6ONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4, THE LAST COURSE WILL BE A BOND BEAM WITH (1)s5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE UST <br />TWO COURSES ARE BOND BEAMS WITH A 06 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH 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 UNTEL <br />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN IC DEEP. <br />s OF s5'S, IN 2ND BOND <br />BOTH BEAM COURSE <br />��16AT/l / B <br />NOMINAL —� <br />HEIGHT s OF s55, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEERS INTENT s OF *5'S, BOTTOM <br />THAT XFXX-lT/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/OM/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST .31M <br />A h <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 <br />TYR B'xfi" 61 <br />BOND BEAM <br />TYP. 8'x78' ;D <br />BOND BEAM <br />808 DBL BOND TOP OF <br />BEAM W/ (1) 05 BAR BOND BEAM <br />EACH COURSE <br />Bx8 BOND BEAM T <br />W (1) 05 BAR .` SOND BEAM <br />GROUT SOLID FROM <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />Bx8 PRE -CAST CONCRETE <br />LINTEL W (1) /5 BAR (L2) MASONRY <br />LENGTH OF BAR = WDTH OF <br />OPENING-2' <br />ORBEAM DESIGNATION <br />n <br />WPRE-CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS rno . <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3) 1-3/18 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 146 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8- FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2J/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE. 145 MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1 W) 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN IAA <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE 300 MIN EMBEDMENT t <br />SOLID BLOCKING — <br />1/4') 8" FROM EACH END AND <br />/2XI <br />SECURE TO SHEATHING W <br />18" O.C. MAX. MIN 1AW <br />MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4'=1'-0" <br />SINGLE s5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO 6TEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE >6 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7748078 <br />FAX: 407-7744078 <br />w AbdssWlg up.onm <br />L AA 111: 0003325 <br />p� <br />a <br />Q <br />4 <br />sysaly as IVTe <br />ABBOTT PARK <br />LOT #3 <br />BLK. #7 <br />r�oa>oas <br />4 -0 07 <br />mozxm <br />4EBB <br />"1828—CALL" <br />GARAGM swtlTGs <br />RIGHT <br />IP a <br />DETAILS <br />160 MPH EXP. C <br />IATE OF FLOFMAOF FLOFMA <br />SE 1 19 <br />w �eoua�►cw► <br />M NO 93M <br />DATM 9/12/19 <br />=AIM 1/4"=1'-0" <br />S2.1A <br />