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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ la'HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'x6" ffi;m1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\)�A�� PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT.�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND mu <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'xt6" b <br />FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />pJ� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL , <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />PO FE 8X16 DEL. BOND TOP OF <br />•\Q�� 2 S P�� SE gAR BOND BEAM <br />EACH COURSE <br />O 8x8 BOND BEAM TOP OF <br />• ��G�\a W/(1)#5 BARIBOND BEAM <br />F = FILLED W/ GROUT <br />I .�\T•p� U =UNFILLED GROUT SOLID FROMTO <br />.p1\� NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #6'S, IN 2ND BOND BEAM, IF FILLED LINT <br />BEAM COURSE <br />R SEE NOTE 5 <br />LJ LINTELWI(8x8 PRECAST CONCR <br />Q���F�� NOMINAL-� LENGTH OFIBARB WIMASONRY <br />16-1 T/17#0F <br />BQ HEIGHT #OF#66,TOP OPENING-Z' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX-1T/1 M/OB INDICATES A DOUBLE SONDBEAM #5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:34"=1'-0' <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL IT IS THIS ENGINEER'S INTENTSCALE: <br />AND XUXX- iTN M)DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATITOP <br />LINTEL OF OPENING 10 <br />AND XUXX-1T/OMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1M" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />. ,w" <br />PRE -CAST .4 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />EE <br />SILL <br />MIN EMBEDMENT 1 1/4")8" <br />= SLOPE <br />FROM EACH END AND 1S' <br />N 1-1/4" <br />EMBEDMENT <br />0 <br />_ <br />2xB (MIN 2X 3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK 9IZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SOLID BLOCKING <br />SIZE .300 MIN EMBEDMENT 1?7116'OSB <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END ANDURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" 2-12d PER BILK EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />i1 SILL CONSTRUCTION <br />CORNER BARS <br />`r <br />FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 1/2"=1'-0" <br />ARCHWAY <br />5 SCALE 3/4"=1'-0" <br />3 <br />SCALE: 3/4"=1'-0" <br />V <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />a <br />ISINGLE <br />#5 CORNER 1 <br />BAR, 311 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />�F <br />FILLED CELL BOND. BEAM <br />II <br />� 8.8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />Ar <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-0" <br />SINGLE L►NTEL, MULTIPLE OPENINGS <br />6 SCALE: 314"=1'-0' <br />r-A RCN ITL6 Tt1 <br />6 <br />Gr a0ign <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />vr7abdasigngroup.eom <br />AA #: 0003325 <br />911N11 <br />ennn. <br />aVHaIV. & LOT: <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT* <br />371 1- 6161 <br />MODEL <br />"2045-LANTANA" <br />GARAGE STIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />QYNPH <br />JU <br />DATTIM 07/09/21 <br />SCALE: 1/4"=1'-0" <br />S2.1A <br />