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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />W TYPICAL <br />t15 BAR IN BOND BEAM <br />CORNER <br />OF BOND BEAM <br />3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP gkg• m 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />c� PLACE STEEL HEIGHT. <br />04�� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />LNG<tj AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8N16" m <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />RE EL. <br />/ TOP OFTHLINT <br />/ ' tT��Ep 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />8xl6 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />• \� 8x8 BOND BEAM TOP OF <br />.y_ BONDBEAM <br />p40 F FILLED WI GROUT <br />�N W/(1)#5 BARJ�. <br />'� U =UNFILLED GROUT SOLID FRTOP <br />NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE SEE NOTE 5 <br />3 M� CEO Bx8 PRE -CAST C <br />16-1 T/1�/cB <br />�fE HE Lei LINTEL OF #5 <br /># OF #5'S, TOP LENGTH OF BAR F MASONRY <br />OPENING-2'BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORnREINFORCING <br />THAT XFXX-1Tn MABINDICA7ESA DOUBLE BOND BEAM #OF #5'S,BOTTOM 8x8 PRE CAST CGSCALE:3/4"=11 ANDXFXX-1Tt0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERSCALE: <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOTOP <br />AND XUXX -1T/l M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1T,9M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN2X3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <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 />3 1�„ <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST _a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 114") 8" <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2" (MIN 2X 3)2-3116 <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. MIN 1-114" MIN, 2-12d PER BILK EA. END <br />VCMUWALL <br />EMBEDMENT <br />7/1SB SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAILS <br />J SCALE: 3/4"=1'-0" <br />r <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 />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />-1 N- RONALD REAGAN SL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />EaF <br />O <br />3 <br />Ali <br />il <br />StmDIV. & LOT <br />ABBOTT PARK <br />LOT #22 <br />BLK #11 <br />PROJECT <br />04181.00t-22111 <br />MODEla <br />4EBB <br />"1828-CALI" <br />GARAGE STrWG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />2 2U <br />rPRAmT 09/21/21 <br />SCALE: 1/4"=1'- 0" <br />sFIEET <br />S2.1A <br />