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#5 CORNER BAR D EA LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1 O" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"XB" KUM <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\ PLACE STEEL HEIGHT. <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 05 BAR IN EACH COURSE. TYP.5. SHOULD THE 8"x16" ro <br />pCOURSEF BOND BREAM ILE S OMITTND ED AND A LINTEL S PLACED. THE STECOINCIDE WITH A LINTEL THE EL BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. o, <br />f �\• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. c�t <br />SON ��p 8x16 DBL. BOND TOP OF <br />• / \O�\A QC`' BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />\r\G Bx8 BOND BEAM LBOND <br />• p � W/(1)#50AR .`, <br />f =FILLED W/GROUT <br />•(Y\� U =UNFILLED GROUT SOLID FROM TOP <br />.t1\� NOMINAL LINTEL TO TOP OF BONDOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. <br />BEAM COURSE <br />�� /— SEE NOTE 5 <br />y.�'�ey� INAL�,16-1 T/ 1 1 Y 1/ LINTEBxB L Wl #5 BAR (L2)E <br />���� EMIT #OF #5'S, TOP LENGTH OF BAR=WIDTH OFMASONRY <br />g' OPENING - 2" <br />IT IS THIS ENGNEER'SINTENI BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXx-1T/ M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX- 1T/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFERIT IS THIS ENGINEERS INTENTTO PLAN fOR LOCATIONSAND XUXX - 1T/1MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - 1T/0101/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED DNTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />SINGLE BOND BEAM <br />OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.TAPCON <br />MIN OT <br />WINDOW <br />SIZE 300 MIN EMB OM N145 <br />1 <br />SINGLE BOND BEAM <br />1".) 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-19' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />- <br />2x6 (MIN 2 X 3) 2-3716 TAPCON <br />PRE -CAST :'41M' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />D N 1-1/4" <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE <br />S 7E.145 MIN <br />AS TO ALLOWBENT <br />SREN300 MIN EMBEDMK ENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACE <br />SECURE TO SHEATHING <br />1/4") 8' FROM EACH END ANDUPPER <br />AND LOWE <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1_11. MIN. 2-12d PER BLK. EA. ENO <br />N <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/1 G' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />�� ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:11 T=1'-0" <br />J SCALE:34"=1'-0" <br />3 <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 />3 <br />SINGLE #SCORNER I <br />BAR, 3Ox30 TURNED UP <br />y Its _,GO)I I <br />OTURNED DOWN INTO STEEL RE OF <br />/ <br />FILLEDLLEDCELL BOND. BEAM <br />0 I) ( II <br />G8x8 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 />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"-V-T <br />��� SINGLE LINTEL, MULTIPLE OPENINGS <br />rANCNIT10T8 <br />RE) i In <br />nr- <br />11441 N. RONALD REAGAN SL` <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />W W W-Bbdesign$POUP-torn <br />AA #: 0003325 <br />h <br />O <br />NRJlsGM Ie LOT" <br />SILVERADO <br />LOT #11 <br />BLK #13 <br />PROJECT// <br />03719.000-11132 <br />>tcoaE>� <br />"2045-LANTANA" <br />GARAGE SWUM:RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />I M 8/17/20 <br />=AIM 1/4"=1'-0" <br />siIEET <br />S2.1A <br />