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1,\C� <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />A <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 8ks' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1>YS <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />�pF REINFORCING(1_2) 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 i <br />y\- TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'k18' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM <br />p/ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 <br />/ TOP OF THE LINTEL 8„ <br />/ A �\r1. O S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. — <br />0$ 8x18 DEL. BOND TOP O <br />/ PQfy� BEAM W/ (1) #5 BAR BOND BEAM <br />�,r �+ EACH COURSE <br />BONE) BEAM TOP OF <br />\M WB(1)#5 AR .,y: BOND BEAM <br />F =FILLED W/ GROUT <br />.\\Ap U =UNFILLED GROUT SOLID FROM OP <br />.�J\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, R E BOND BEAM, IF FILLED LINTEL <br />BEAM COURSE SEE NOTE 5 <br />E-CAST CONCRETE <br />\NCO VQRPI_�.16-1T/1 B LINTEL'A(1)#5 BAR(L2) <br />HEIGHT #OF #5'S, TOP LENGTH OF BAR - WIDTH OF MASONRY <br />9 OPENING _2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX-1T/iMNBINDICATES A DOUBLE BOND BEAM #OF #5'8, BOTTOM BXB PRECAST CONCRETE SCALE:34"=1'-0' <br />ANDXFXX- ITAM/OB INDICATES A SINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - IT/1 MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO <br />LINTEL OF OPENING <br />AND XUXX-1T10MOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE. 145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") B" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />:! 3 14 <br />PRE-CAST.A <br />2x8 (MIN 2 X 3) 2-3/18 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SLOPE <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 i/4") 8' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />D <br />EMBEDMENT <br />�i <br />2xB (MIN 2 X 3) 2.3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BEM <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHINGAN <br />UPPER AND LOWER <br />05 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/18" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />3 <br />scALE: yr'=r-a' <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� <br />I <br />I I <br />II <br />SINGLE#5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED GOWN INTO STEEL REINF, OF <br />FILLED CELL BOND. BEAM <br />I <br />Y <br />II <br />II <br />�) <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />YYY W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />/ u <br />ELEVATION OF BOND BEAM <br />SCALE: WV=V-0' <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />Groin <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />WwW.abdealgn®'oupmm <br />AA #: 0003325 <br />DRAFTING BY: <br />L <br />DESIGN GROUP <br />RAFTING INC. <br />AUMONT CENTER BLVD. <br />SUITE 1004 <br />A, FLORIDA 33634: 813.8862628X. 913$88-.2 <br />