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#5 CORNER BAR W! 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W! 10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4'�1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR .TYP.65ce" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. <br />PLACE STEEL F3PI ACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 06 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 60 THAT THEN THE LAST ,#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" ap <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 1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP Of THE LINTEL o„ , <br />/ / A �,�O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />PAS. F�L� 8X16 DBL BOND TOP OF <br />BEAM W/(1)#5 BAR SONDBEAM <br />• EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• ���G�\\\� W/(1)#5 BAR .`- BOND BE <br />1 F FILLED W/ GROUT <br />I\ �\AO U =UNFILLED GROUT SOLID FROM TOP <br />�j1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF AITS, IN 2ND BOND BEAM, IF FILLED LINTEL <br />��//// /—BEAM COURSE SEE NOTE 5 <br />�,16-1 T/ 1 1 Y1/ LLIIINTEL W/(1) #50BARRL2)E <br />NOMINAL LENGTH OF BAR = WIDTH OF MASONRY <br />Q HEIGHT # OF #5'S, TOP <br />9 OPENING-7' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THATXFXX-1T"MW INDICATESADOUSEBONDBEAM #OF#SS, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=1'0 <br />AND XFXX- 1TMUM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1T/iMNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1TAMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3)1-W6 <br />TAPCON OR DRIVE PM (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"0.C. MAX. MIN,-1/4" <br />EMBEDMENT <br />2X6 (MIN 2 X 3) 2-3116 TAPCON <br />PRE -CAST .31m <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 1/4') 9- <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1l4•' <br />^ <br />EMBEDMENT <br />2X8 (MIN 2X 3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />NK SHAEll 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 9' FROM EACH END AND SECURE TO SHEATHING W/ <br />16, O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA END <br />VCMU <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />rARCHWAY FRAMING DETAIL <br />J <br />r <br />SINGLE #5 CORNER <br />BAR, 30.30TURNED 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 SCALE: 3/4"=1'-0 <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />Pit. 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesl"oup com <br />AA #: 0003325 <br />V <br />OR <br />� <br />k <br />BvsDiv. a. Los: <br />SILVERADO <br />LOT 7 <br />BLK 19 <br />Pnoi=T# <br />04128.002 07191 <br />moDzu <br />4EBB <br />"1828—CALI" <br />GARAGE 8wtr7G: <br />LEFT <br />PAGE: <br />DETAILS <br />15 MPH EXP. B <br />wm <br />D T Rur04/06/20 <br />SCALE: 1/4"=1'-0" <br />BEREFT <br />S2.1A <br />