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#5 CORNER BAR W/ 39' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1D' HOOK <br />30" TYPICAL <br />BAR IN BOND BEAM <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x6' <br />1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL <br />PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />aCk 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 SO THAT THEN THE LAST PSI1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6k16' 7p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O� 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 1#5 <br />/ TOP OF THE LINTEL B„ <br />0:O6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. *-- <br />�S. F�G� 8x16 DBL BOND TOP OF <br />/ �N •% 0BEAM Wl(1)#5 BAR BOND BEAM <br />•\O EACH COURSE <br />6 8x8 BOND BEAM T <br />• TGN\� W/(1)#5 BAR <br />(� F = FILLED Wl GROUT 'Y\U =UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LNTELTO TOP OF BOOF OPENING <br />WIDTH#OF #5'S, IN2ND BOND BEAMIFILLED LINTBEAM COURSE#5 SEE NOTE 5 <br />16-1 T/1 8x8 PRECAST CONCRNOMINAL—�LINTEL Wl (1) #5 BAR (CORNER HEIGHT #OF#5'S,TOP LENGTH OF BAR=WIMASONRY <br />OPENING-7BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX-1T" MOB INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRECAST CONCRSCALE:&4 1-0AND XFXX-1TAM OB INDICA7ESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIAND XUXX-1T/1MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - ITMMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 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") 6' FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x6 (MIN 2 X 3)2-3/16 TAPCON <br />PRE -CAST .31kT' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZEMIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK S17E.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT, 2X4 SOLID BLOCKING <br />1l4") 6' FROM EACH END AND SECURE TO SHEATHING Wl <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />7/16. OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />r r <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDEOF <br />STEEL REINF. OF ELEVATION <br />BOND, BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0 <br />li N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />wwwabdesigagroupcom <br />AA 11: 0003325 <br />poi <br />� <br />0 <br />p <br />6 <br />o <br />r <br />�I <br />C <br />StmDIV. at I.OT <br />SILVERADO <br />LOT 23 <br />BLK 18 <br />PROJZCT# <br />04128.002 23181 <br />moDEi <br />4EBB <br />"1828-CALI" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />DETAILS <br />L150 MPH EXP. j <br />moo <br />DARar: 04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />