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LAP FOR EACH <br />#5 CORNER BARD BEAM <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK\�' <br />30" TYPICAL <br />7T <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />3l4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"XB" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />rG\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />�O 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 i#5 <br />\-� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' <br />5. SHOULD THE COURSE OF BOND BEAM IS OMITUBLE BOND TED AND A IDE WITH A LINTEL LIINTEL 5 PLACED.THE THE STEELOM BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1'M5 <br />/ A TOP OF THE LINTEL, 8" <br />Q 6. UNTO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />8x18 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />'\O EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />.Y; BOND BEAM <br />F = FILLED W/ GROUT <br />W/(1)#5 BARI-OND <br />I\ �t\Q U =UNFILLED GROUT SOLID FRT P <br />NOMINAL LINTEL TO TOP OOFOPENING <br />WIDTH # OF #VS, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE <br />SEE NOTEb.;16-1T/1 M/ B 8x8 PRE CAST CNOMINAL—�LINTELW/(1)#5HEIGHT #OF #5'S, TOP LENGTH OF BARMASONRY <br />OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2BEAM DESIGNATION <br />THAT XFXX-IT/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5-S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=1'-0" <br />AND XFXX- 1T/oM ee IND GATES A SINGLE BONG BEAM PLACED IN LINTEL LINTEL, W/O STEERIT ISTHIS ENGINEERS INTENTSCALE: <br />TO PLAN FOR LOT <br />AND %UJ(X- 1TI1M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T/OM/08 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)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />DBL. BOND BEAM <br />00 MIN ENT I <br />AT LOWER ELEVATION <br />WINDOW <br />1l4) 83 FROM EACH END AND <br />MIN 1-1/4" <br />95 BAR BENT <br />AS SHOWN <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/18 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRE-CASTSIZE.145 <br />MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 114") 8"SILL <br />FROM EACH END AND 16' <br />LOPE <br />m <br />O.C. MAX. MIN 1-1/4" <br />R <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />2x8 (MIN 2 X 3) 23/16 <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 />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BOND BEAM #5 MIN. REQUIRED IN <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-14' MIN, 2-12d PER BLK, EA, END <br />VCMUWAUL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />7/16" OSB SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />T CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />3 <br />A <br />4 <br />C <br />5 <br />SCALE: 3/4"=1'-0" <br />J <br />SCALE:11/2"=1'-0" <br />SCALE: 3/4"=1'-0" <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, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />CEO <br />Ro II / <br />FILLED CELL BOND. BEAM <br />U 8x8 CMU PIER <br />W! SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />BE PLAN. <br />II / <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BONO.BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />G SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngmup.com <br />" AA #: 0003325 <br />I <br />j <br />LL. <br />r-SUBDIM Ac LOT <br />SILVERADO <br />LOT #49 <br />BLK #18 <br />PROJECT# <br />0412 002-49181 <br />MODEU <br />4EAB <br />"1672- ARIA" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />