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NOTES TO THE INSPECTOR/CONTRACTOR <br />#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: 314"=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 />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />ASSHOWN <br />9 <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />0 <br />/ A '5� �O <br />PQ�Fk <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <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 />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />I J / WIDTM B OF #5'S, IN BOND <br />BEAM COURSE <br />��'l 6-1 Tll <br />/c B <br />p8 �FE NOMINAL <br />P� HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- iTI M/OB INDICATES A DOUBLE BOND BEAM <br /># OF #5'S, BOTTOM <br />AND XFX(- 1T/OMNB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST • 3 1"' <br />WINDOW <br />SILL Z <br />a <br />!SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 <br />SINGLE CORNER <br />BAR, 30X30 TURNED UP yl <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDEOF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />0 ELEVATION OF BOND BEAM <br />BOND BEAM <br />1#5 <br />TYP. 811t6" <br />BOND BEAM <br />8X18 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />SX8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BARJOF <br />BOND BEAM <br />GROUT SOLID FROM <br />P <br />LINTEL TO TOP OF BOOF <br />OPENING <br />BEAM, IF FILLED LINT <br />SEE NOTE 5 <br />8X8 PRE -CAST CONCR <br />LINTEL W/ (1) #5 BAR ( <br />LENGTH OF BAR = WIDTH <br />MASONRY <br />ORE"'NG-2•'BEAM <br />DESIGNATION <br />oaSX8 <br />PRE -CAST CONCR <br />SCALE: 3K'=1'-0" <br />LINTEL, W/O STEEL (LTO <br />PLAN FOR LOCATIrrw <br />. <br />WOODSECBON <br />FABTEN VAtMNO <br />d. =T MIN, 2 }" MAX <br />s. = 2 }' MIN, 9" MAX <br />b=1}"MIN, 2}"MAX <br />d. =T MIN, 2 }" MAX <br />s. = 2 }" MIN, 9" MAX <br />W210 <br />b=1}"MIN, J'MAV <br />y =2" MIN, 2 }" MAX <br />4 = 2 }" MIN, 9" MAX <br />mw <br />b=1}"MIN, 2}"MAX <br />aa=}"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 />C6 = END DISTANCE <br />s. = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />b= SPACING BETWEEN ROWS OF FASTENERS <br />%= EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />p <br />a <br />etmD2V ae I+OT <br />ABBOTT PARK <br />LOT ##39 <br />BLK. ##9 <br />PROJECT/ <br />04181.000— 9091 <br />KODElu <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 911111sr7G: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />