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NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"XB" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />E\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />\,VF' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"X16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH OJT / COURSE OF BOND REINFORCING FOR HE BLINTELAM IS OMITTED AND A BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />COURSE OF BOND BEAM TOP OF THE LINTEL. 1, 8" 1. , 1441 N. RONALD REAGAN BLVD <br />A \a^•6� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. fi —�f' <br />VERTICAL REBAR WI 10" HOOK g t�0 LONGWOOD, FL 32760 <br />P,0 ' F� 8x16 DBL. BOND TOP F PH: 407.774.8078 <br />7' R� BEAM W/ (1) #5 BAR BOND BEAM <br />FAX: 407-7744078 <br />EACH COURSE www.abdeslgngroup.com <br />8x8 BOND BEAM T iP OF AA #; 000332g <br />• �p�G� W/ (1) #5 BAR \ BOND BEAM <br />LLED / ROUTS <br />I .\\a0U = UNFILLED G <br />GROUT SOLID FROM <br />T PNOMINAL <br />t330"TYPICAL <br />BAR INBEAM <br />LINTEL TO TOP OF BONDOF <br />BEAM COURSE <br />WIDTH # OF #5'S,IN 2ND BOND BEAM, IF FILLED LINTEL.#5 <br />�/c <br />OPENING <br />SEE NOTE 5 <br />CORNER <br />6-1 T/1 <br />NOMINAL—�� <br />Q� HEIGHT # OF #5'S, TR <br />ITSTHIS ENGINEER'S INTENT BOND BEAM COURSE <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/(1)tf58AR (L2) <br />LENGTH OF BAR = WIDTH OF <br />OORENING-T <br />MASONRY <br />n BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />SCALE: 314"=i'-0" <br />THAT XRIX- IT/ iMN8 INDICATES A DOUBLE BOND BEAM <br />ANDXFXX- iT/OM/OB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1TI1M/08INDICATES ADOUBLE BONG BEAM ABOVE UNFILLED <br />LINTEL <br />#OF#5'S, BOTTOM <br />PLACED IN LINTEL <br />SX8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Lt) REFER <br />TO PLAN FOR LOCATIONS T P <br />OF OPENING <br />AND XUXX-1T/0W0S INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK E145 MIN 0 <br />WINDOW <br />SIZOOMNEMBEDMENT1 <br />1/4-) 8" FROM EACH END AND <br />18" D.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />Mgt. <br />LALA <br />g <br />of <br />/ <br />6 <br />O <br />5 <br />I <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />. 31 {4" <br />PRE -CAST _a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE, 145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114'1 B' <br />e SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114" <br />^ <br />EMBEDMENT <br />2x8 (MIN2X3)2-3N6 <br />7SHEATHING <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />!;IE <br />SIZE.300 MIN EMBEDMENT 1 KING <br />1/4") 8" FROM EACH END AND G W/ <br />18" O.C. MAX. MIN i-1/4" . END <br />EMBEDMENT <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />4 SCALE:11/2"=1'-0" <br />ARCHWAY FRAMING DETAILS <br />r = <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BONG. BEAM <br />sUDDIV e# LioT: <br />ABBOTT PARK <br />LOT #33 <br />BLK #9 <br />PROJECT* <br />04181,000-33091 <br />MODEU <br />4EBB <br />"1828—CAL!" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP.or- <br />C <br />aracfn S <br />A <br />PROVIDE #5 BAR O <br />STEEL REINF. OF AT EACH SIDE ^ <br />BOND. BEAM OF ELEVATION I L <br />CHANGE J <br />CHANGEIN <br />ELEVATION OF BOND BEAM A <br />GATE: os/oa/zo <br />sCA=: 1/4"=V-0" <br />WMET <br />S2.1A <br />