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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 />1 REINFORCING OF BOND BEAM <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />—#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (12) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP, B'k8" <br />b 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c <br />HEIGHT. <br />4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYR 81k16" <br />b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <br />!' <br />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 />1#5 <br />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />T I/ Of O` F=FILLED W/ GROUT <br />T� U = UNFILLED <br />NOMINAL ///_# OF #5'S, IN 2ND BOND <br />y WIDTH / BEAM COURSE <br />16-1T/1 M/QB <br />�QpEF NOMINAL—�� <br />e HEIGHT Yl1P tl5'R TAP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM # OF #51S, BOTTOM <br />AND XFXX- 1T/OM/OB INDICATES ASINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST ff <br />WINDOWSILL <br />LOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2 =1'{ ' <br />8xl6 DEL BOND TOP OF <br />BEAM W/ ",..AR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OFp <br />W/(1)#58AR <br />.`: BONDBEAM <br />GROUT SOLID FROM <br />TO <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />�f <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3/4"=1'A" <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />TnP <br />_ <br />a <br />e <br />SINGLE #5 CORNER <br />I <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />�. <br />FILLED CELL <br />BOND. BEAM <br />PROVIDE #6 BAR <br />Ee <br />0 <br />AT EACH SIDE <br />STEEL REINF. OF <br />OF ELEVATION <br />BOND. BEAM <br />CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=V-a' <br />WOM ECNON <br />FAIR I PAGID <br />d. =2" MIN, 2 }" MAX <br />A=2}'MIN, 9"MAX <br />W� <br />&=1}"MIN, 2}'MAX <br />ea = }" MIN, 2 J' MAX <br />d6 =T' MIN, 2 *'MAX <br />s=2 tMIN, 9"MAX <br />"MIN, 2}"MAX' <br />ea=}"MIN, 2� MAX <br />d. =2" MIN, 2 �' MAX <br />= 2 ?'MIN, 9" MAX <br />a MIN, 2 } MAX <br />ea = }' MIN, 2" MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <br />NOTE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 �' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />c4 = END DISTANCE <br />e, = SPACING BETWEEN ADJACENT FASTENERS <br />I N A ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />e = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />$ SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />J <br />�Q <br />IaQ��, <br />1(Qj1]1 <br />9 <br />aUBDIV. ae m2r <br />ABBOTT PARK <br />LOT #13 <br />BLK #11 <br />PROJECT* <br />04181.000-13111 <br />MODEXA <br />E401 <br />"2828—ENSLEY°' <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />. H EXP. C <br />18 <br />DATE 8/15/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />