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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEM <br />VERTICAL REBAR W/ 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 314"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR B"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM C0 i#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL REPLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />NOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />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"xl6" <br />5. pv� COURSE OF BOND BEAMD THE DOUBLE BOND IS OMITTED AND A LINTEL S PLACED. THE STECOINCIDE WITH A L114TEL THE EL BOND BEM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ A TOP OF THE LINTEL. I' <br />�0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 <br />/ 2 � OND TOP OF <br />BEAM W/ (B #5 BAR BOND BEAM <br />•\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• pQP.a\� W/ (1) #5 BAR '.y BOND BEAM <br />I .�\ap U = UNFIL E I GROUT GROUT SOLID FROM TOP <br />fl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br /># OF #5'S, IN 2ND BOND <br />WIDTH BEAM, IF FILLED LINTEL. <br />BEM COURSE SEE NOTE 5 <br />A\N Ep 16-1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE <br />p�S�QE� NOMINAL—�� LENGTH Of1)BARB W DTH OF MASONRY <br />Qp' HEIGHT # OF #5'S, TOP <br />0 BOND BEAM COURSE OPENING-7' n BEAM DESIGNATION <br />IT IS THIS ENGINEER'S IN OR L <br />THAT XFXX-tt/1 WOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" <br />AND XFXX-IT/0M/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS OP <br />LINTEL OF OPENING <br />AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />#5 BAR BENT <br />ASSHOWN <br />EMBEDMENT <br />2x6 2 X 3) 2-3I16 TAPCON <br />(MIN <br />OR DRIVE PIN (MIN SHANK <br />PRE -CAST .`a 1!4" <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 I/4") 8" <br />SILL <br />FROM EACH END AND 18" <br />a SLOPE <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />SIZE MIN EMBEDMENT 1 ZX4 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />- FROM <br />1/4") 8"FOM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7N6"OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />FRAMING DETAILS <br />1 <br />5ARCHWAY <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 />A <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />- <br />��F 'I / <br />FILLED CELL BOND. BEAM <br />Bx8 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. BEM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3l4"=i'-(Y' <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX 407-7744078 <br />www.abd"gngroup.com <br />AA #: 0003325 <br />`u <br />• <br />If <br />A <br />yq <br />Q <br />ass <br />SUBDIV. & LOT <br />ABBOTT <br />PARK <br />LOT #12 <br />BLK #15 <br />PROJECT# <br />04181.0 0-12151 <br />WODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />