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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10"HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />&ERgEl�N[FFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM-1 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />�G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST In <br />\, TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYP. 8'7A6" <br />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 ELAa REINFORCING OR THE BOO BOND BEAM S TO BE CONTINUOUS THROUGH THE i>RF <br />TOP OF THE LINTEL. 1- B„ 1- <br />� / R �\�Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. �---�F <br />� L. BOND TOP <br />BEAM W/(1)#58AR SONDBEAM <br />• /\O EACH COURSE <br />G Bx8 BOND BEAM TOP OF <br />• QED\a W/ (1) #5 BAR BOND BEAM <br />O F = FILLED W/ GROUT �� <br />I .(�O� U =UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />SEE NOTE 5 <br />a16-1 T/ 1 M/ B 8x8 PRE CAST CONCRETE <br />per' F�P� NOMINAL�� LINTEL W/ (1) #5 BAR (L2) <br />HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY <br />0 OPENING-2" <br />IT IS THIS THATXFXXN7TIM/OBINDCATESADOUBLEBONDBEMNEEFVS INTENT DBEAMOOURSE #OF#SS,BOTTOM 8x8PRE-CAST CONCRETE �2� BEAM DESIGNATIONLEO' <br />AND XFXx- 1TI0MIOB INDICATES A SINGLE BOND BEM PLACED IN LINTEL LINTEL, W/O STEEL(L' I REFER IT IS THIS ENGINEER'S INTENT <br />TO PLAN FOR LOCATIONS TOP <br />ANDXUXX-1T/iM(OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - 1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DEL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL BOND BEAM <br />SIZE.MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />AF <br />1/4) 83 ROM EACH END AND <br />MAX. MIN 1-14' <br />#5 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />2x6 2 X 3) 23116 TAPCON <br />(MIN <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST `a 1✓a" <br />SIZE.145 MIN HEAD SIZE .3DO <br />WINDOW <br />MIN EMBEDMENT i 1/4") 8" <br />7p, ,ylii <br />SILL <br />FROM EACH END AND 18" <br />`v SLOPE <br />O.C. MAX. MIN 1.1/4" <br />4 <br />� <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />00 MIN EMBEDMENT I 2X4 SOLID BLOCKING <br />1/4) <br />BOND BEAM #g MIN. REQUIRED IN <br />83 ROM EACH END AND SECURE TO SHEATHING <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" N <br />MIN.2-12d. PER ELK. EA. END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />711G' OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />C <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />> i <br />SINGLE #5 CORNER <br />p° I <br />BAR, 30x30TURNED UP <br />ORRCE D DOWN INTO STEEL REINF. OF <br />FILLED BOND. BEAM <br />a <br />II I II <br />U Bx8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />II <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />/ <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 />V SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN EllLONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />0 <br />a <br />SVBDIV Z' 0'7" <br />SILVERADO <br />LOT #10 <br />BLK #19 <br />PROJECT# <br />04128.002-10191 <br />MODELa <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH 1 B <br />