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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />3O'TVPK:AL <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 />BONDBEAM <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />ASSHOWN <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 />LNG <br />• <br />•�G <br />F F =FILLED W/GROUT <br />U =UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />v WIDTH �BEAMCOURSE <br />NOMINAL <br />0 HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEERS INTENT BOND BEAM COURSE <br />THAT XFXX- 1 TH M/00 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - 1 TAMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -IT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PLACE STEEL <br />REINFORCING (l2) <br />AS DEPICTED HEREIN. <br />eg�p� <br />S� <br />WINDOW <br />PRE -CAST .1314 <br />WINDOW A. <br />SILL Z <br />g <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE 11-=1'-(P <br />SINGLE #5 CORNER 1 I <br />BAR, 3Ox30 TURNED <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 runnir_c <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'A" <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 DOU <br />COURSE OF BOND B <br />BLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />EAM 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 />TYP. � 1#5 <br />BE <br />BOND BEAM <br />e <br />#5 <br />TYP. 8'"6' b <br />BONDBEAM <br />SX16 DEL BOND TOP OF <br />BEAM W! (1) #5 BAR BZR OND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/(1)#5 BAR .`; BONDBEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND 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 MASONRY <br />OPENING-7 BEAM DESIGNATION <br />OR 'Z <br />8x8 PRE -CAST CONCRETE SCALE: <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS Tno . <br />WOMIEMM <br />FA9IBB VAM <br />d. =T' MIN, 2 j" MAX <br />a. = 2 t' MIN, 9" MAX <br />(obis <br />=1 i, MIN, 2 j' MAX <br />ea = t' MIN, 2 J' MAX <br />d. =2' MIN, 2 t MAX <br />' I = 2 MIN, 9"MAX <br />Ww <br />s=1 t'MIN 2}'MAX <br />ea = t" MIN, 2 }* MAX <br />d. =2' MIN, 2 J' MAX <br />er = 2 t MIN, 9" MAX <br />madq <br />=1 f' MIN, 2> - MAX <br />I'd = I' MIN, 2 �' MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF RAILS <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 />a = SPACING BETWEEN ROWS OF FASTENERS <br />e = EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 IN RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abde.igngmup.com <br />L AA #: 0003326 <br />IN <br />Q <br />Q <br />6 <br />OUBDrv. as I.OT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #9 <br />PROJECT* <br />04181.000-14091 <br />MODErA <br />E401 <br />"2828—ENSLEY" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />1 DETAI <br />1 H <br />