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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'-0' <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />PEP O <br />1991 <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 />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 />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />` <br />WIDTH 11 OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />a \PEO <br />�F��6-1T/l <br />M/ B <br />P�f�FF' <br />QQ' <br />NOMINAL <br />HEIGHT <br />0 <br /># OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT <br />BOND BEAM COURSE <br />THAT XFXX - IT/1 W08 INDICATES A DOUBLE BOND BEAM <br /># OF #51S, BOTTOM <br />AND XFXX-1TMWOB INDICATES A <br />SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/iMfOB INDICATES A <br />LINTEL <br />DOUBLE BOND BEAM ABOVE UNFILLED <br />WINDOW <br />PRE -CAST •31 <br />WINDOW n. <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />BOND E <br />BOND BEAM <br />�� �1#5 <br />1#5 <br />TYP. 8'xi6' <br />m <br />BONO BEAM <br />BX16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8X8 BOND BEAM <br />TOP OF <br />W/ (i) #5 BAR <br />BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/ ( I1 #5 BAR (L2) <br />MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING -2 <br />BEAM DESIGNATION <br />OR <br />2 <br />Bx8 PRECAST CONCRETE <br />SCALE: 3/4'=1'-0' <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />Tl1R <br />PRECAST HEADER(MIN) <br />20 (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 1-1/4' <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 1/4') 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 />OSB SHEATHING <br />WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 3/4' = V-O" <br />I <br />SINGLE #5 CORNER <br />OR TURNED DOWN INTO STEEL REINF. OF <br />BAR, 3OX30TURNED U7 <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 />7 SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX- 407-774.4078 <br />www.abdeelgngroup.com <br />AA #: 0003325 <br />1 <br />C <br />b <br />b <br />144 <br />a <br />- 7 <br />SVHDrv. & LOT: <br />ABBOTT PARK <br />LOT #16 <br />BLK #10 <br />PROJECTp <br />04181.000-16101 <br />MODE1. <br />4EBB <br />"1828—CALI" <br />GARAGE BWMQ: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />