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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1W HOOK <br />T�'%p^L <br />#b BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.e'XB" b 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�c <br />PLACE STEEL HEIGHT. <br />REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYR 8'X16" <br />pJE / 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 ,MS <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. L e" <br />n �1a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ / � 0�p SX16 DEL. BOND TOP OF <br />a Pa BEAM W/ (1) #5 BAR BOND BEAM <br />41�Sa EACH COURSE <br />8X8 BOND BEAM TOP OF <br /># NANO W/ (1) #5 BAR BOND BEAM <br />F pQO F=FILLED W/GROUT . <br />IpT'p U =UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />��{ /—BEAM COURSE SEE NOTE 5 <br />9 t1•�Nµ�p 16-1T/11Y1/ LINTEL W/(iS iS BAR(L2)E <br />NOMINAL—�� MASONRY <br />LENGTH OF BAR =WIDTH OF <br />HEIGHT #OF #5'S, TOP OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX- IT/ MOB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM 8X8 PRE -CAST CONCRETE SCALE:34"=1'0 <br />ANDXFXX-,T/OM/OBINDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUJO(- iTli M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2X 3)1-3116 <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,-1X' <br />EMBEDMENT <br />f <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />.3 1/4" <br />PRE -CAST .a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />^' <br />EMBEDMENT <br />2x8 (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 />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 />7/16"IDES SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WAL <br />MU WALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />SCALE: , 1/2"=1'-0" <br />C <br />J <br />SCALE: 3/4"=V-0" <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 />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abde igngroup.com <br />L AA #: 0003325 <br />1,; <br />j <br />Y- <br />g <br />l <br />a <br />avaa:v. as W.P. <br />ABBOTT PARK <br />LOT 3 BLK 14 <br />PHASE 4C <br />psoj=T <br />04181.04 -03142 <br />Imn m <br />4EBB <br />"1828-CALI" <br />GAMA X swans: <br />LEFT <br />PAGM <br />DETAILS <br />L160 MPH EV. J <br />XCAM-1/4_=1--0" <br />S2.1A <br />