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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ I O' HOOK - <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-0' <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />$P16-1 T/1 <br />NOMINAL--7-;" <br />HEIGHT <br /># OF #5'S, TOP <br />IT IS THIS ENOINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1T/1 MM8 INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1T/OMNB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/l M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1T/0M/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINT <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 />C UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br /># OF #5'S, IN 2NO BOND <br />/ BEAM COURSE <br />M/ B <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE -CAST �• 3 164' <br />WINDOW <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 t/2'=1'-0' <br />BOND BEAM <br />� 8 <br />1#5 <br />TYP. 8"xl6' <br />io <br />BOND BEAM <br />-•' <br />1#5 <br />II,, 88 II•• <br />8XI6 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACHCOURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BARI <br />BOND BEAM <br />GROUT SOLID FROT <br />P <br />LINTEL TO TOP OF <br />OF OPENING <br />BEAM, IF FILLED LI <br />SEE NOTE 5 <br />8x8 PRE -CAST CON <br />LINTEL W/ (1) #5 BA <br />LENGTH Of BAR = <br />MASONRY <br />OPENING-2'BEAM <br />DESIGNATION <br />OR�f <br />8x8 PRE -CAST CONG <br />SCALE: 3/4'=1'-0' <br />LINTEL, W/O STEELTO <br />PLAN FOR LOCrno <br />. <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') 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 1-1/4' <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 />1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 3/4" =1'-0" <br />I— <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO ri� a STEEL REINF. OF <br />FILLED CELL 3�_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 />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />W W W.ebdeslgngroup.com <br />L AA #: 0003325 <br />a <br />4A <br />a <br />BVHDm & LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #15 <br />PROJECT# <br />04181.000-13151 <br />MODEIA <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAA E: 09/01/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />