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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 96" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <br />2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />I <br />PLACE STEEL PLAE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />IT�c <br />NO REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />�Gl AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. T06' jD <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />QJE / / REEIURSE INFFORCCINGOFORBEAM IS THE BOTTMITTED TOM 13ONDND A BEAM STEL TOIS PLACED, THE STEEL BE CONTINUOUS THROUGH THE 1 <br />/ A TOP OF THE LINTEL <br />�� 6. UNO COMPOSITE MASONRY BEAM IS TO 8E NOT LESS THAN 16' DEEP. n 8 <br />PAS. QED 8x16 DBL. BOND TOP OF <br />-\�•�' QfLF' BEAM W/(1)#S BAR BOND BEAM <br />/\O 8 EACH COURSE <br />• <br />BOND AM TOP OF <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />• CQ��\�G <br />W/e(1 05 BAR BOND BEAM <br />F = FILLED W/ GROUT <br />TOP <br />.(\AC U =UNFILLED GROUT SOLID FR7B.ND <br />\� NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE SEE NOTE 5 <br />16-1 T/ 1 8x8 PRE -CAST CONCRETE <br />CORNER <br />pg9�F�F� NOMINAL—� LINTELW/(1)#SBAR (L2) MASONRY <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR WIDTH OF <br />0 OPENING-2" <br />IT IS THIS ENGINEERS INTENT BOND BEAM COURSE 2 BEAM DESIGNATION <br />THATXFXX-MIM SINDICATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 88PRE-CAST CONCRETE <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />AND XFXX- iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - 1T/1 M,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - IT/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)13116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE.300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />28 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST -'a 1/4' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW c. N <br />SIZE.145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />= SLOPE <br />FROM EACH END AND 18' <br />rp, <br />m <br />O.C. MAX. MIN 1-1/4" <br />26 <br />EMBEDMENT <br />0 <br />2x8 (MIN 2X 3)23/16 <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 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />/ZX4 <br />1/4") W FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />BOND BEAM #5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />19'0. MAX. MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT IN 1-1/4" <br />VIMUWALL <br />TOP BOND BEAM W/ <br />STANDARD AC I HOOK <br />TYPICAL MASONRY WINDOW <br />7/16' OSB SHEATHING <br />CORNER BARS <br />AT CORNER STEP <br />AT <br />3 <br />SILL CONSTRUCTION <br />SCALE 112'=1'-0 <br />FRAMING DETAIL `� SCALE: 3/4"=T-0' <br />SCALE: 3/4"=1'-0" <br />V <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />SINGLE #5 CORNER <br />N <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I II � <br />I�8x8 <br />II <br />CMU PIER <br />/ W/ SINGLE OR DOUBLE REINF. BAR(S), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />LINTEL. <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />TEEL <br />SREINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />"ARCN IT ECTR\ <br />GroulLc. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />L <br />.B. DESIGN GROUP <br />DRAFTING INC. <br />BEAUMONT CENTER BLVD.SUITE 1004 <br />AMPA, FLORIDA 33634 <br />PH: 813386-2628 <br />FAX: 813. 26802 <br />DAA' f F'PR07/15/21 <br />DATE• <br />SCALE: 1/4"=1'-0" <br />9HICET <br />S2.1A <br />