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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W! 10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 39'=V-0" <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />SONDBEAM <br />L-#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM Wl <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />3 SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <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 />B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />T I OF v' F=FILLED W/ GROUT <br />.(�A U=UWILLED <br />f1\O NOMINAL <br />WIDTHBEAM <br /># OF #5'S, IN 2NO BOND <br />COURSE <br />�FNOMINAk6-1 T/1 f�fl/ <br />0 Q� HEIGHT # OF #VS, TOP <br />B <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 11/1M/00 INDICATES A DOUBLE BOND BEAM <br /># OF 05'S, BOTTOM <br />AND XFXX- 1T/OW00 INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/1M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- IT10WOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST • 319' <br />WINDOW i a, <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SINGLE #5 CORNER I <br />BAR, 30z30TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />�� PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />TYR z8" BOND <br />BOND BEAM <br />�1A5 <br />1#5 <br />TYR 8"x16" <br />io <br />BONOBEAM <br />1#5 <br />SX16 DBL. BOND TOP OF <br />BEAM Wl (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BARIBOND,, <br />BOND BEAM <br />GROUT SOLID FRTO <br />LINTEL TO TOP OOF <br />OPENINGBEAM, <br />IF FILLED <br />SEE NOTE 58X8 <br />PRE -CAST COit <br />LENGTH OF1)BAR <br />MASONRY <br />OPENING-2"BEAM <br />DESIGNATION <br />OR8x8 <br />PRE -CAST CLINTEL, <br />W/O STETO <br />PLAN FOR LOT( <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1l4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4') 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1.1/4" MIN. 2-12d PER BLK. EA, END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />`5 <br />WOODBEMM <br />FAffTM VACtp <br />d. =2" MIN, 2 }• MAX <br />s. = 2 }" MIN, 9" MAX <br />s=1}'MIN, 2}'MAX <br />ea=}" MIN, 2}' MAX <br />de =2" MIN, 2 }'MAX <br />h = 2 }" MIN, 9" MAX <br />}"MIN, 2}"MAX <br />%=}" MIN, 2 }' MAX <br />d. =2" MIN, 2 }' MAX <br />S. = 2? MIN, 9" MAX <br />M2d <br />§=1}"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 i }'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 />s, = SPACING BETWEEN ROWS OF FASTENERS <br />b = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdoslgngloup.com <br />AA #: 0003325 <br />9 <br />6 <br />faysDm ag L01% <br />ABBOTT PARK <br />LOT #1 <br />BLK" #9 <br />Pao"=Tp <br />04181.000-01091 <br />MODau <br />4EHB <br />°2605—HAYDEN" <br />GARAGE SMNG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH W. C <br />