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NOTES TO THE INSPECTOR/CONTRACTOR BTYR <br />ONOBE <br />0 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 />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�C <br />g� PLACE STEEL HEIGHT. <br />OF�� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />NO<� 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, 8'x16' m <br />04� / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#``' <br />/ TOP OF THE LINTEL. <br />R 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. a 1441 N. RONALD REAGAN BLVD. <br />VERTICAL REBAR W/ ta' HOOK /p(c0 LONG WOOD, FL 32750 <br />1yyE Bx1B DBL. BOND TOP OF PH: 407 7746078 <br />BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE FAX 407-7744078 <br />�O <br /># / 8x8 BOND BEAM TOP www.ebdesigngroUp.COm <br />AA #: 0003325 <br />• NCO FFILLED W/GROUT W/(1)#5 BAR BONDBEAM <br />Cep = �* <br />3a'TYP�AL <br />I0�� U =UNFILLED <br />GROUT SOLID FROM <br />TOP <br />fR5 BAR IN BOND BE <br />LINTEL TO TOP OF BOND <br /># OF #VS, IN 2NO BOND <br />WIDTH BEAM COURSE BEAM, IF FILLED LINTEL. <br />NOMINA��l <br />� <br />OF OPENING <br />SEE NOTE 5 <br />V�d <br />B <br />6-1 T/1 M/OZ..F <br />8x8 PRE -CAST CONCRETE <br />EO <br />a P� NOMIN <br />HEIGHT #OF#5'S, TOP <br />BOND BEAM COURSE <br />HIATTX�NGINMJOB <br />LINTEL W/(1)#5 BAR(L2) <br />LENGTH OF BAR = WIDTH OFMASONRY <br />OPENING-2"CORNER <br />OR <br />2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NDICATESADOUBLEBONDBEAM #5S,BOTTOM <br />AND XFXX- 1TIOMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/i M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL(L1) REFER <br />TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />AND XUXX-1TRIM/0B INDICATES SINGLE BOND BEAM ABOVE UNFILLED LINTEL <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 />WINDOW <br />r <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />1S' O.C. MAX. MIN 1-1/4" <br />I x <br />EMBEDMENT <br />!3 <br />ZZ <br />y <br />as <br />�� <br />m__Sl <br />2x6 (MIN 2X 3) 2-3116 TAPCON <br />PRE -CASTOR DRIVE PIN (MIN SHANK <br />WINDOWSIZE.145 MIN HEAD SIZE.300 <br />SILL MIN EMBEDMENT 1 ND 8" <br />OPE FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT ^ ` <br />Uv\ <br />2x8 (MIN 2 X 3) (MIN 1N <br />771 <br />TAPCON OR DRIVE PIN (MIN W <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 0 <br />1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ <br />16, O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK, EA. END <br />EMBEDMENT7/16" OSB <br />S <br />TYPICAL MASONRY WINDOW CMU WALL SHEATHING g <br />SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAILS <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REOF <br />FILLED CELL BOND. BEAM <br />euaDIV. 6c LOT <br />ABBOTT PARK <br />LOT #14 BLK #12 <br />PHASE: 4C <br />PROJECT/► <br />04181.04C-14121 <br />MODErl <br />4EBB <br />"1828-CALI" <br />GARAGE STInNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ctrrEc <br />. <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN�LEVATION <br />AACF <br />OF BOND BEAMOF BOND BEAM93723A <br />DATE: 2/04/22 <br />ECALX: 1/4"=1'-0" <br />ET SKE <br />S2.1A <br />