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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-a' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP.8".9' <br />I <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE fS BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING[ <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYR 8N16, <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />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 THROUGHTHE <br />1#5 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />e <br />T 1 OF© F=FILLED W/GROUT <br />-M U =UNFILLED <br />NOMINAL <br />WIDTH —# OF #5'S, R BOND <br />BEAM COURSEE <br />16-1 T/1 M/ B <br />NOMINAL <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THATXFXX-1T/iMAB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - iT,OW06 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM A80VE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST •431A4' <br />" <br />WINDOW <br />SILL 2 <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />r SILL CONSTRUCTION <br />4 <br />SCALE: 1 iMY'=1'-a' <br />8x16 DBL. BOND TOP OF <br />BEAM W/(1)#5 1.F <br />BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM p O <br />W/(1)#5 BAR .�; BOND BEAM <br />GROUT SOLID FROM — OP <br />LINTEL TO TOP OF BOND OPENING <br />BEAM. IF FILLED LINTEL <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING_ 1. BEAM DESIGNATION <br />OR r� <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <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 />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) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE. 145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 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 />1/4") 8" 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 />6" OSB SHEATHING <br />U WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />j <br />SINGLE #5 CORNER ­­"l-� <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 SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />n <br />v <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwW.abdesigngroup.mm <br />AA #: 0003325 <br />O <br />2 <br />O <br />Y <br />O <br />is <br />a <br />I <br />LJ <br />avaazv & i oar <br />ABBOTT PARK <br />LOT #33 <br />BLK. #7 <br />PROJECT# <br />04181.000-33071 <br />MODRXr. <br />4EBB <br />"1828-CALI" <br />GARAGE awixG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />