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#6 CORNER BAR W/ 3D" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 1O' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR 2. 7YP. gxg•,#6 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL H3. EIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />Y\O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8k18" �D <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <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 1#5 <br />/ / TOP OF THE LINTEL. <br />A �,\�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />P$5 FG� 8x16 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />•\O�� 9 EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />• ��TG�\� W/(1)A'b BAR .`: BOND BEAM <br />F =FILLED Wl GROUT <br />'(\AO U =UNFILLED GROUT SOLID FROM TOP <br />ALL\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />L��j/( /�BEEAAM COURSE SEE NOTE 5 <br />� p0. M\� O 16-1 T/11Y1/ O 8x8 PRE -CAST CONCRETE <br />(GF�' NOMINAL LENGTH LINTEL W/(1)#5 BAR(L2) <br />VIF HEIGHT OF LENGTH OF BAR =WIDTH OF MASONRY <br />e OPENING -2' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT xFXx•iT/IMMS INOICATESADOUBLE BONDBEAM #OF#TS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 314"=1'-0" <br />AND XFXX- 1TIOMOM INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT TOP <br />AND XUXX-1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS <br />LINTEL OF OPENING <br />AND XUXX - 1TIOM108 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MINl <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)13116 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN <br />SHANK SIZE.145 MIN H <br />WINDOW <br />SIZE .300 MIN EMBEDM <br />SINGLE BOND BEAM <br />1/4") W FROM EACH EN <br />AT LOWER ELEVATION <br />1S' O.C. MAX. MIN 1-114 <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />9 <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />� 1M„ <br />PRE -CAST <br />OR DRIVE PIN (MIN SHA <br />WINDOW <br />SIZE.145 MIN HEAD SIZ <br />SILL <br />MIN EMBEDMENT 1 114SLOPE <br />FROM EACH END AND <br />O.C. MAX. MIN 1-1/4" <br />O <br />EMBEDMENT <br />b <br />_ <br />2x8 (MIN 2X3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" 8" FROM EACH END AND SECURE TO SHEATHING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />O.C. MAX. MIN 1-1/4" MIN. 2-120 PER BLK EA END <br />N <br />IS,EMBEDMENT <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />L[CMUWALL <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:112"=1'-0 <br />5 SCALE:34"=1'-0 <br />3 <br />SCALE: 3l4"=1'-0" <br />v <br />PROVIDE 3" DIA, HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />- <br />SINGLE #5 CORNER <br />A <br />BAR, 30.30 TURNED UP <br />!A O I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I it <br />I�8x8 <br />II <br />CMU PIER <br />PROVIDE 1K BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'Q' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />� <br />1441 N. RONALD REAGAN BI <br />L ONGM00, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdealgngmup.00m <br />L AA #: 0003325 <br />pg <br />v <br />j <br />iLi <br />ntmDrv. ae Lo1r: <br />ABBOTT PARK <br />LOT ##8 <br />BLK ##11 <br />PROd)c <br />04181.000-08111 <br />moDElu <br />3EEB <br />"2260—ELSTON" <br />GAMALOM awsxa: <br />LEFT <br />PAQZ: <br />DETAILS <br />%160 MPH EXP. C <br />