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#5 CORNER BAR W/ W' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9k6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 <br />2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />I <br />��\\A � PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �e <br />,\�O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 1#5 AS DEPICTED HEREIN. 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. TYR 8'k16' �p <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ <br />O� / 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 1#5 <br />/ TOP OF THE LINTEL 8„ <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.-- <br />/ Pg.`' - Ff�P� Bx16 DBL. BOND IQPF <br />BEAM W/(1)#6 BAR BOND BEAM <br />\O EACH COURSE <br />• �OQ�Gr\\�G 8(BOND AM #5 BAR TOP OF <br />`: BOND BEAMF = FILLED W/GROUT30" <br />I .Y\O U =UNFILLED GROUT SOLID FRTONOMINAL LINTEL TO TOP OOFOPENINGWIDTH # OF #TS, IN 2ND BOND BEAM, IF FILLED <br />��j// /BEAM COURSE SEE NOTE 5 <br />W/IREFER, <br />16-1 T/11Y1/ B LINTEL -CAST C5 BAR NOMINAL — LENGTH OF BAR MASONRY <br />HEIGHT ER'S INTENTBOF#5'S,TOP OPENING-7'THAT OR <br />XFXXS THIS N�T/EM/oB IND CATESADDUBLE BOND BEAMD BEAM COURSE #OF #5'S, BOTTOM 8x8 PRE -CAST CBEAM DESEGNATION <br />ANDXFXX-1TNMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEIT IS THIS ENGINEER'61NTENiTO PLAN FOR LOT p <br />AND XUXX - iTfi M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-MOMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />2"(MIN 2 X 3)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 1.114" <br />EMBEDMENT <br />.31kT' <br />2x6(MIN 2 X 3) 23/,6 TAPCON <br />PRE -CAST .4 <br />� <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL g <br />SIZE.115 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4') 6' <br />SLOPE <br />FROM EACH END AND 16' <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. MIN 1-114' MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />T/SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMUWWALALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />r <br />SINGLE #5 CORNER <br />BAR, 3OX30 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 />SCALE: 3/a'�r-0" <br />.1 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407.774.4078 <br />www.abdealgngroup.com <br />AA #: 0003325 <br />1 <br />SWf <br />aj <br />ai <br />W <br />y <br />4 <br />a <br />� <br />rb <br />E <br />ID <br />6 <br />stmDrv. & LOT <br />ABBOTT PARK <br />LOT #19 <br />BLK #7 <br />PROJW <br />04181.007-19071 <br />molDzu <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />