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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 />(D. <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-0" <br />PLACE STEEL <br />REINFORCING (1-2) <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. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/IDTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />��16-1T/l / B <br />NOMINAL—Z-;" <br />HEIGHT # OF OVS, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/iM/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST •31.4" <br />WINDOW n. <br />SILL z <br />'SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=1'-0" <br />BOND BEAM <br />1#5 <br />BOND BEAM <br />-.': <br />1#5 <br />8x16 DBL. BOND TOP OF�_ <br />BEAM WI (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BARIBOND,. <br />.ti. BOND BEAM <br />GROUT SOLID FRTOP <br />LINTEL TO TOP OOF <br />OPENINBEAM, <br />IF FILLED <br />SEE NOTE 58z8 <br />PRE -CAST CLINTEL <br />W/ (1) #5 <br />LENGTH OF BAR OF <br />MASONRY <br />OPENING-2"BEAM <br />DESIGNATION <br />OR8x8 <br />PRE -CAST C <br />LINTEL, W/O STEEFERTO <br />PLAN FOR LO <br />mo . <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 />1M") 8' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2X6 (MIN 2 X 3) 2-3/16 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 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAP <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER ELK. EA. END <br />EMBEDMENT <br />OSS SHEATHING <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: <br />1 <br />SINGLE #5 CORNER <br />BAR, 30x30 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 />OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1 N. RONALD REAGAN St <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdea)gngroup.com <br />AA N: 0003325 <br />[li74 <br />t <br />1 <br />m <br />4 <br />b <br />io <br />1 <br />aUBDM as L/OT <br />SILVERADO <br />LOT #34 <br />BLK #18 <br />PROJECT <br />04 28.00 -34181 <br />MODEIA <br />4EBB <br />"1828-CALI" <br />GARAGE EWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />