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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 />SCALE: 3/4"=1'-0' <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"=t'-0" <br />OF \� <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />MAN' <br />eQ <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8"x8" 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 <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />mq <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#6 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYR 7d b <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM •�-: <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 />a <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />WIDTH <br />��16_1T/l <br />0OFM3'8, IN BOND <br />SEAM COURSE <br />P <br />B <br />p0� NOMINAL-� <br />a HEIGHT # OF WE, TOP <br />7#OF <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1 MNB INDICATES A DOUBLE BOND BEAM <br />#5'6, BOTTOM <br />AND XFXX-1Tl=0B INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT 16 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 •314' <br />WINDOW n. <br />SILL Z <br />= SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />USCALE: 1 VT=1'-0" <br />SINGLE #5 CORNER <br />BAR, 30-30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL _ BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />D <br />SCALE: 3/4"=V-0" <br />8x16 DEL BOND TOP F <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.BONDBEAM <br />GROUT SOLID FROM <br />TOP <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 -7' <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (1-1) REFER <br />TO PLAN FOR LOCATIONS <br />WOODSE7101 <br />FASTM VACING <br />d. =7MIN, 2 }" MAX <br />5=2 t"MIN, 9"MAX <br />s ;'MIN, 2 }" MAX <br />ea = t MIN, 2 }" MAX <br />d. =2" IN }" , 2 MAX <br />s.=2}'MIN, 9"MAX <br />W216 <br />s,=1 J'MIN,2J'MAX <br />ed = J' MIN, 2 k" MAX <br />d. =7' MIN, 2 }" MAX <br />s.=2}"MIN, 9"MAX <br />M2d <br />s=1}'MIN, 2}"MAX <br />e._J"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 />d. = END DISTANCE <br />%= SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />%= SPACING BETWEEN ROWS OF FASTENERS <br />ea = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32760 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.eom <br />L AA #: 0003326 <br />F <br />ID <br />J <br />a <br />Z <br />iD <br />U <br />� <br />yy6 <br />m <br />jaSl-iL <br />atmDrv. ee LOT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT# <br />04181.000-37071 <br />MODEL' <br />E401 <br />"2828—ENSLEY' <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. <br />SE 3 2 za <br />A <br />No <br />PRINT DATE: 09 21 2i <br />SCALE: <br />SHEET <br />s2.1A <br />