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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK —� <br />7.—, <br />#5 BA <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V4' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 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 #5 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />WIDTH <br />#OF#5'S, IN BOND <br />BEAM COURSE <br />yo\� o ��16-Ml / B <br />NOMINAL—r <br />9 Q� HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - iT/1M/08 INDICATES A DOUBLE BOND BEAM <br /># OF #6 S, BOTTOM <br />AND XFXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - ITPoWO13 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST 13114" <br />WINDOW <br />SILL Z <br />!SLOPE <br />a <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1/2"=1'O <br />TYR x8 BOND" <br />BOND BEAM <br />�1#5 <br />1#5 <br />TYP. 8"x1G' <br />BOND BEAM <br />y ; <br />1#5 <br />xf—�F <br />8x16 DEL. BOND TOP OF <br />BEAM W/ (1) #6 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.ti; BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #6 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2" <br />BEAM DESIGNATION <br />OR <br />�f <br />8x8 PRE -CAST CONCRETE <br />G SCALE: 3/4"=1'-0" <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />Tn <br />PRECAST HEADER(MIN) — <br />20 (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-) 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-19" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 23i16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <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 1 2X4 SOLID BLOCKING <br />114") 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MfN 1-1/4" MIN. 2.12d PER BLK. EA. END <br />EMBEDMENT <br />7/18" OSB SHEATHING <br />CMU WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 314" = V-0" <br />I — <br />SINGLE #5 CORNER 12 <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF, OF AT EACH SIDE <br />BOND. BEAM OF ELEVATION JUN <br />CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />/ SCALE: 314" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdaslgngmup.com <br />L AA N: 0003325 <br />h <br />� <br />log <br />a <br />4 <br />Ip <br />11 <br />BVSDiV ea LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #8 <br />PROJECT/ <br />04181.000-07081 <br />MODRIA <br />4EBB <br />"1828-CALL" <br />GARAGE DWING: <br />RIGHT <br />PAGM <br />DETAILS <br />160 MPH EXP. C <br />