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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1Q' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3!4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYp 6k8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <br />2. IF BOTTOM STEEL IS REQUIRED. PLACE #5 BAR IN LINTEL. <br />\, PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c <br />OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR5. SHOULD THE 8"x16' fp <br />pJ� / COU SE OF BOND BE MBLE IS OMITTED AND A LINND BEAM COINCIDE TEL S PLACED. H A LINTEL THE <br />STEEL 80ND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE ilk <br />TOP OF THE LINTEL e„ , <br />/ \tJ• 6. UNO COMPOSITE MASONRY BEM IS TO BE NOT LESS THAN 16' DEEP. * it <br />� .L PO�f�ff��� B8X16EAM W/ (#5 BAR BONDTOP OF <br />BEM <br />'\O� S EACH COURSE <br />G 8x8 BOND BEM TOP OF <br />• ���G�\� W/(1)#5 BAR .y_ BONDB- <br />= <br />F FILLED W/GROUT <br />•(\AC U =UNFILLED GROUT SOLID FROM TOP <br />.L•L\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEM, IF FILLED LINTEL <br />BEAM COURSE SEE NOTE 5 <br />A\� 16-1 T/1 B 8x8 PRECAST CONCRETE pp <br />pes(�F�� NOMBJAL�� LINTEL W/(1)#S BAR(L2) MASONRY <br />Q� HEIGHT # OF #VS, TOP LENGTH - BAR =WIDTH OF <br />ITS THIS ENGINEERS INTENT BOND BEM COURSE OPENING-T BEAM DESIGNATION <br />THAT XFXX-ITAMNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Sx8 PRECAST CONCRETE SCALE: 3/4" I'-0 <br />ANDXFXX- 1TAMNBINDK:ATES ASINGLEBONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX-1TMMNBINDICATESADOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1TNMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2.4 (MIN 2X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />11C) 6' FROM EACH END AND <br />16' O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />- <br />2x6 (MIN 2 X 3) 2-W16 TAPCON <br />.3 19 <br />PRECAST -4 <br />OR DRIVE PIN (MIN SHANK <br />• <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 6' <br />= SLOPE <br />FROM EACH END AND 16' <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X 3)2-3(16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .3DO MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 6' FROM EACH END AND SECURE TO SHEATHING Wl <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA END <br />VCMUWALL <br />EMBEDMENT <br />7/1HEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />6QALE:,,/I•=,'-G' <br />S ARCHWAY FRAMING DETAIL <br />r <br />SINGLE #5 CORNER <br />BAR, 3Dx3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE 15 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX- 407-774.4078 <br />wwwaLWesigngr-p.com <br />L AA $: 0003325 <br />g <br />a <br />S <br />�-1 <br />d <br />I <br />I <br />rPao <br />ILVERADO <br />LOT 25 <br />BLK 18 <br />JECT, <br />04128.002 25181 <br />MODEL: <br />4EBB <br />"1828—CALd" <br />GARAGE BIIWG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH E)XP. JB <br />