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#5 CORNER BAR WI 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: 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 />BONDBEAM <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 />SCALE: <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1T/0WOB INDICATES A SINGLE BOND BEAM <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 />6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />OMINAL # OF #5'S, IN 2ND BOND <br />IIDTHBEAM COURSE <br />�16-1 T/1 IAA/ B <br />NOMINAL <br />HEIGHT a nF s5•S TOP <br />4COURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE -CAST �aa 1M" <br />WINDOW £ <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1Y1"=1'-0" <br />TYP. 8"x8" m <br />BOND BEAM <br />TYP. 8"x16" 70 <br />BOND BEAM <br />8xl6 DBL. BOND TOP OF <br />BEAM W/ (1) 05 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/(1)#5 BAR ..�; BOND BE <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8XS PRE -CAST CONCRETE <br />LINTELWI(I)#5 <br />LENGTH OFBARWIDTH OF MASONRY <br />OPENING-2" OR BEAM DESIGNATION <br />n <br />8x8 PRE -CAST CONCRETE G SCALE: 3/4"=V-D" <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS rna <br />de-410 <br />Eb <br />SINGLE #5 CORNER <br />I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />S. <br />FILLED CELL <br />BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDEOF <br />STEEL REINF. OF <br />ELEVATION <br />BONO. BEAM <br />CHANGE <br />CHANGEIN <br />G <br />ELEVATION OF BOND BEAM <br />SC E: 3/ "=1'-T <br />WOODSECBON <br />FASTBER SPACM <br />d. =2" MIN, 2 J" MAX <br />a. = 2 t MIN, S" MAX <br />& =1 }"MIN, 2 J" MAX <br />Po MIN, 2 k' MAX <br />d6 =2" MIN, 2 }' MAX <br />16 2t"MIN, 91MAX <br />W2d <br />s=17J"MIN, 2? MAV <br />e. =1?" MIN, 2 e MAX <br />d. =2" MIN, 2 -" MAX <br />S. = 21" MIN, 2" MAX <br />W 21a <br />s, -1 k" MIN, 2 j" MAX <br />% - t 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 />ar = SPACING BETWEEN ROWS OF FASTENERS <br />e. = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />Cl SCALE: N.T.S. <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroupcom <br />L AA #: 0003325 <br />Q <br />7 <br />imp <br />5 <br />summ ae LOT <br />ABBOTT PARK <br />LOT #45 <br />BLK #9 <br />PROJECT* <br />0418 .000-45091 <br />MODRU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SIMNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DA 12/06/10 <br />SCALE: 1/4"=1'-0" <br />S8EET <br />S2.1A <br />