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05 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30" TYPICAL <br />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.8'k8' IhL-2�--1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />�c <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. <br />REI FORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1ffi5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8k16' ID <br />OJT 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />/ 9 Olt. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8" <br />OXI6 DSL BOND TOP OF <br />BOND BEAM <br />•\O- 9 EACH COURSE <br />BEAM W/ (1) #5:01 <br />• ���G�\�G WB(1 #5 BARBOND S .`. BOND BEAM <br />F FILLED W/ GROUT <br />qt\C U UNFILLED GROUT SOLID FROM :OPE;NI.G <br />NOMINAL LINTEL TO TOP OF BOND WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.BEAM COURSE#5 5 <br />8X8 PRECAST CONCRETE <br />N. O\� 00 16-1 T/1�/c <br />5 (�� LINTEL W/ (1) #5 BAR (L2) <br />NOMINAL <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY <br />OPENING - 2' <br />IT IS THS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX- ITAMOS INDICATES A DOUBLE BOND BEAM #6'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE:34"=1'-0" <br />AND XFX%-1T OMABIND CATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL(L1) REFER <br />IT IS TwS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - ITH MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T <br />LINTEL OF OPENING <br />AND XUXX• ITAMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)1,3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SIZE 145 MIN <br />WINDOW <br />SZE.300 MIN EMBEDMSHANK <br />ENT 1 <br />SINGLE BOND BEAM <br />19) 6' 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 />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />,.3 1/9' <br />PRE -CAST .,d <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .30D <br />SILL <br />MIN EMBEDMENT 1 114")6' <br />'o SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />0 <br />n <br />EMBEDMENT <br />b <br />2x8 (MIN 2X3)2.3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <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 SHEATHING W/ <br />/7/ig'OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />16' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA. END <br />vCMUwA' <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />1 SILL CONSTRUCTION <br />CORNER BARS <br />�"* <br />%ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE:11rz'=1'-0 <br />`� <br />3 <br />SCALE: 3/4"=1'd9' <br />SCALE: 3/4"=1'-fY' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� <br />I <br />> I <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />9 <br />OR TURNED DOWN INTO STEEL REINFD.. OF <br />II / <br />FILLED CELL BONBEAM <br />��F <br />2; <br />I <br />Y <br />II <br />II <br />II <br />BxB CMU PIER <br />PROVIDE #5 BAR <br />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 />7 SCALE: 3/4"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'A" <br />AAGNITIICTIII <br />f <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoe4pigroup.com <br />AA #: 0003325 <br />GRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:813 M-2628 <br />FAX: 813588.2802 <br />DATE 02/05/21 <br />SCALM <br />8H=T <br />111I.s2.1A <br />