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NOTES TO THE INSPECTOR/CONTRACTOR TYP. g'W' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM S �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING # • <br />Fy PLACE STEEL HEIGHT. <br />REINFORCING (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` <br />TWO <br />COURSES ARE BOND BEAMS WTH A #513AR <br />N EACH COURSE. TYP. 8 <br />SHODULD THE DOUBLE BOND BEAM COINCIDE 11 TH LA INTEL THE BOTTOM BOND B1EAM b <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. Iy 1441 N. RONALD REAGAN BLVD. <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. � <br />VERTICAL REBAR WI ia' HOOK � P� EfE� Bx18 DBL. BOND ]� TOP OF LONOWOOD, FL 32780 <br />/ / 2 e p�� BEAM W/ (1) #5 BAR BOND BEAM PH: 407.774.8078 <br />atV EACH COURSE FAX: 407-774.4078 <br />• www.ebdeaiga8roup.com <br />8xe BOND BEAM o AA #: 0003325 <br />4 W/(1)kri BAR BOND BEAM <br />F=FILLED W/GROUT <br />co <br />30' TYPICAL �,AM U = UNFILLED GROUT SOLID FROM T <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH (((���# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL <br />#5 BAR IN BOND BEAM / BEAM COURSE SEE NOTE 5 <br />aµ O V-1 T/1 MI[ /0 8x8 PRE -CAST CONCRETE <br />P��0t4 NOMINAL LINTELVW (1) #5 BAR (l2) MASONRY <br />e PP HEIGHT # OF #5'S, TOP LENGTH OF BAR = W OTH OF <br />CORNER IT ISTHISENGINEER'SINTENT BOND BEAM COURSE OORENING-2' n BEAM DESIGNATION <br />REINFORCING OF BOND BEAM THAT XFXX-17/1MOB INDICATESADOUBLE BOND BEAM #OF i5'6, BOTTOM BxB PRE -CAST CONCRETE G SGALE:34"=1'-0 <br />1 ANDXFXX-1T.OMMBINOICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE: 3/4"=1•-a• TO PLAN FOR LOCATIONS 70P <br />AND XUXX - iTA MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T.OMtM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />-11 EMBEDMENT <br />a <br />�ppp <br />ep� <br />ep� <br />8p� <br />a 3 1M" 2.6 (MIN 2 X 3) 23/16 TAPCON <br />PRE -CAST ..a OR DRIVE PIN (MIN SHANK <br />WINDOW � SIZE.145 MIN HEAD SIZE .300 <br />SILL MIN EMBEDMENT 1 1/4') 8" <br />SLOPE FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />^' EMBEDMENT <br />N <br />2x8 (MIN 2 X 3) 2-3/18 W <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING Q <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN i-0/4" MIN. 2-12d PER BLK EA END <br />EMBEDMENT ■ <br />OSB <br />TYPICAL MASONRY WINDOW CMU WAL SHEATHING RRi <br />MU WALL <br />SILL CONSTRUCTION S ARCHWAY FRAMING DETAILS <br />r - <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOI. INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />,3UBDM & M <br />ABBOTT PARK <br />LOT #10 <br />BLK #14 <br />PHASE 4C <br />PXoJmcT* <br />04181.04C-10141 <br />UDDNZ C <br />4EBB <br />"1828-CALP" <br />GARAGE 011MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PROVIDE 01 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />#W723 <br />BONO.BEAM CHANGE <br />JB <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3 4"=1' a' <br />ARNO / <br />DA & 02/08/22 <br />scAL&I 1/4"=1'-0" <br />srxEET <br />S2.1A <br />