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#5 CORNER BAR W/ LAP FOR EACH <br />COURSE OF BOND BEAM <br />M <br />VERTICAL RESAR W/,d' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 8k6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#6 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* <br />\,\ PLACE STEEL HEIGHT. <br />�OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 30 THAT THEN THE LAST 1 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR Bk16' `gyp <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 />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 146 <br />/ TOP OF THE LINTEL. <br />/ 9 �\ ��Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />P06F�G 8x16 DBL BOND TOP OF <br />• BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />\r1G 8x8 BOND BEAM TOP OF <br />• � W/(1)#5 BAR `; BOND BEAM <br />F = FILLED W/ GROUT <br />I .�\ap U =UNFILLED GROUT SOLID FROM TOP <br />�j1\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEEAAM COURSE SEE NOTE 5 <br />6-1T/1p 8x8 PRECAST CONCRETE <br />�/c <br />NOMINAL—� LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR =WIDTH OF MASONRY <br />gQ� HEIGHT #OF#5'S, TOP - OPENING-1. BEAM DESIGNATION <br />BOND BEAM COURSE OR n <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-d' <br />THAT XFXX-1T11M/OBINDICATES ADOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL (LI)REFER <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (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 1-14' <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2J/16 TAPCON <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 />'v SLOPE <br />FROM EACH END AND le' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />14) 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />16, O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BLK. EA. END <br />EMBEDMENT <br />SHEATHING <br />7/19'TYPICAL <br />MASONRY WINDOW <br />WAL <br />CMU <br />SILL CONSTRUCTION <br />4 SCALE: , 1l2'=1'-0" <br />(_,-)_ARCHWAY FRAMING DETAIL <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />R <br />a <br />W�U <br />StDM a LOT <br />7S <br />SILVERADO <br />LOT 9 <br />BLK 7 <br />1pitojmcT# <br />04 28.002-09071 <br />MODZ . <br />4EBB <br />"1828—CALI" <br />GARAGE Sr►urc: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 H EXP <br />DAM 01/17/19 <br />SCALS: 1/4"=f-0" <br />SxCsr <br />S2.1A <br />