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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 />BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=T-C' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP, F7c6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />\, PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />FOR REINFORCING (L2) 4, THE LA6T COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND <br />NG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 6'k16' jp <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 />O / / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 <br />/ A TOP OF THE LINTEL. <br />�\ `0 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �` 8 <br />�, p05_rp�G 8x16 DBL BOND TOP OF <br />BOND BEAM <br />EACH COURSE <br />\�G 8x8 BOND BEAM p W/(1)#5 BAR `: <br />BEAM W/ (1) #5:0Fp0;PENING__k <br />I .Y\U = UINFILLEDI GROUT GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND WIDTH j# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL#5 <br />BEAM COURSE <br />A\a TGO 16-1 T/1 M! B 8x8 PRECAST CONCRETE .,� <br />NOMINAL—� LINTEL WI (1) f15 BAR (L2) `' <br />Q�LTG HEIGHT #OF #5'S,TOP LENGTH OF BAR=WIDTH OF �.. MASONRY <br />0 OPENING <br />IT IS THIS ENGINEERSINTENT BOND BEAM COURSE OR n BEAM DESIGNATION <br />THAT XFXX-iTnM OB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE G SCALE: 3J4"=1'-0 <br />AND XFXX- iT/OM/OB INDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER j. <br />IT IS THIS ENGINEERS INTENT <br />AND XUXX-1T/1M/OS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN)- <br />2x4 (MIN 2 X 3) I V16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE.300 MIN EMBEDMENT 1 <br />1X') B" FROM EACH END AND <br />1&' O,C. MAX. MIN 1-14' <br />EMBEDMENT <br />= 3 tl4" <br />2x6 (MIN 2 X 3) 2-Vl6 TAPCON <br />PRE -CAST •.� <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT I I/lt) 6' <br />SLOPE <br />FROM EACH END AND 16' <br />O.C. MAX. MIN,-19' <br />EMBEDMENT <br />2x8 (MIN 2X 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 />. <br />114") B" 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 />TYPICAL MASONRY WINDOW <br />C UWS�BSHEATHING <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />6CALE: 3/4" =1'-0" <br />SINGLE #5 CORNER <br />BAR, 30.30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE 05 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4'�1'-0" <br />Ii N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-774-0078 <br />www.abdaslgngroup.com <br />AA #; 0003325 A <br />$ll <br />6 <br />•�p <br />C <br />a <br />stnmrV. Ag IATs <br />ABBOTT PARK <br />LOT #2 <br />BLK. #9 <br />PItojw <br />04181,00 -02091 <br />xODala <br />4EBB <br />"1828—CAU" <br />GARAGM EWDM. <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />