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CORNER BAR W/ EAM LAP FOR EACH <br />COURSE OF BOND BEAH <br />CM <br />VERTICAL REBAR W/ I HOOK <br />LnjP <br />ig <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3 4'=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8IX81 <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 <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 />v PLACE STEEL HEIGHT, <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />ap AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. B'x18' <br />A LINTEL THE BOND BEAM <br />5. p`I��� COURSELD THE DOUBLE BOND BEAM OF BOND BEAM IS OMITTED AND A LINTEL IS 9 PLACED. THE STEEL <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 ' <br />70P OF THE LINTEL. <br />' 8 <br />PLO 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN I DEEP.8xl6 DEL. BOND TOP OF <br />PEF� BEAM W/ (8 #5 BAR BOND BEAM <br />CVO EACH COURSE <br />8xB BOND BEAM TOP OF <br />• �TGa` W/ (1) #5 BAR .y� BOND BEAM <br />F =FILLED W/ GROUT <br />.��Ap� U =UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br /># OF #5'S, IN 2ND BOND <br />WIDTH BEAM, tF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />16-1 T/1 M/ B Bx8 PRE -CAST CONCRETE <br />p05�F�P NOMINAL —ice LINTEL W/ (1) #5 BAR (L2) <br />QP HEIGHT If LENGTH OF BAR =WIOTHOF MASONRY <br />g OPENING - 2' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THATXFXX-17nM 06INDICATES ADOUBLE BONO BEAM If OF #5'S, BOTTOM 6X8 PRE CAST CONCRETE SCALE:34'=1'-0' <br />AND XFXX-1TNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1T/1M/OS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-17/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <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 />SHK145 MIN HEAD <br />WINDOW <br />S ZEE..3001MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4') 8' FROM EACH END AND <br />AT LOWER ELEVATION <br />IVO.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />,° 3 <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />1M. <br />PRE -CAST .a 1v <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') 6' <br />SLOPE <br />FROM EACH ENO AND 1S" - <br />N 1-1/4' <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELq <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BE <br />SZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING <br />BAR TO BE PLACE <br />1/4') 8' FROM EACH END ANDSECURE TO SHEATHING W/ <br />UPPER AND LOWE#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />�1 SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />5 <br />3 <br />SCALE: 3/4'=1'-0' <br />V <br />PROVIDE 3' DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL, <br />� <br />I <br />> I <br />I <br />SINGLE #5 CORNER I <br />4. <br />BAR, 30x30 TURNED UP <br />PF,OII I I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />P� <br />/ <br />FILLED CELL BOND. BEAM <br />11 8xB CMU PIER <br />PROVIDE #5 BAR <br />UUU W/ SINGLE OR DOUBLE REINF. BAR(S), <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 />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />A�cNIT16T6 <br />Groin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 401-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgagroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MG-2628 <br />FAX: 813406.2802 <br />