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IF <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />- <br />TYPICAL <br />#5 BAR IN BOND BEAMrt///// <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR B'1x6' <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 />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �r <br />�\,\r` PLACE STEEL <br />�O REINFORCING (L2) HEIGHT. <br />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 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16" �p <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 />OJ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />/ 9 �\ ��� 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />P,0 * Bx16 DBL. BOND TOP OF <br />/ ,\�•�' aQiti� BEAM W/(i);YS BAR BOND BEAM <br />•\O EACH COURSE <br />• ��G�\a W/ (1) # 5 BAR30" <br />F = UNFILFILLEW/ GROUT <br />.\\U =UNFILLED GROUTSOLIDFROMTONOMINAL LINTEL TO TOP OF BONOF OPENINWIDTH # OF #5'S, IN 2ND BOND BEAM <br />G 8x8 BOND BEAM T.MASONRY <br />BEAM COURSE <br />SEE NOTE 5 <br />6-1 T/11Y1/ 8x8 PRE -CAST CONCRENOMINAL—�LINTEL W/(1)#S BAR(L2CORNER HEIGHT #OF#5'S,TOPLENGTH OF BAR = WIDT <br />OPENING-2' <br />BOND BEAM COURSE ORBEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM Sx8 PRE -CAST CONCRETHAT XFXX -iT/1WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIO <br />OF OPENBJG <br />PRECAST HEADER(MIN) <br />214 (MIN 2X 3)1-W16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />� <br />)(MIN iSHANK <br />PRE -CAST .31 <br />OR DRIIVE PIN <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8' <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7119'OSB <br />18' O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA END <br />VCMUWALL <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />SCALE: 314"=1'-0" <br />i <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />q <br />�i <br />O <br />O <br />POOR A. LAT <br />SILVERADO <br />LOT #13 <br />BLK #12 <br />PROJECT* <br />04128.002-13121 <br />MODELA <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DAA r—RME: 11/15/18 <br />SCALE: 1/4"=1'-0" <br />S*EC= <br />s2.1A <br />