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NOTES TO THE INSPECTOR/CONTRACTOR TYR 0k8" 1/S <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. 1 <br />IleOF <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. TYP. 8'kt6" fp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />J�FIP / <br />O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1' <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ <br />TOP OF THE LINTEL. <br />/ A B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = <br />VERTICAL REBAR W/ 10" HOOK\tJ'�O <br />p0`'' F�cR 8xl6 DEL. BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />VIF <br />0 EACH COURSE <br />77 <br />•\O�� <br />6 8x8 BOND BEAM TOP OF <br />• BOND BEAM <br />W/(1)#5 BARJOF <br />30" TYPICAL <br />�OQEN\� <br />F =FILLED W/ GROUT -(\AO U = UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />�/c <br />8x8 PRE -CAST CONCR <br />16-1 T/1 <br />P09�F�P NOMINAL—�� LINTEL W/F B BAR WIDTH MASONRY <br />PIF HEIGHT #OF#5'S,TOP OPENINLENGTH -Z'AR=WI <br />OPENING-2'IT <br />CORNER <br />BOND BEAM COURSE BEAM DESIGNATION <br />IS THIS ENGINEER'S INTENT ORREINFORCING <br />OF BOND BEAM <br />THAT XFXX-iTnMOB INDICATESADOUBLE BONDBEAM #OF #5'S,BOTTOM 8x8 PRE -CAST CONCRAND <br />XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LITIS THIS ENGINEER'S INTENT <br />TO PLAN FOR LOCATI <br />AND XUXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1TAM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />1B" O.C. MAX. MIN 1-1/4" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />., 19' <br />PRE -CAST a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1114") 8" <br />= SLOPE <br />FROM EACH END AND 18" <br />70n y" <br />m <br />O.C. MAX. MIN 1-1/4" <br />2" <br />EMBEDMENT <br />b <br />Zx8 (MIN 2 X 3) 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 W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />I <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />5 ��OII I I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />/ <br />FILLED CELL BOND. BEAM <br />0 <br />II I II / <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />I I / <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'-0" <br />%SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3l4"=1'-0" <br />LIC. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774.4078 <br />www.a6dealgn8roup.com <br />AA #: 0003325 I <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MS-2628 <br />FAX: 813-886-2802 <br />BU33DIV. & L.OT• <br />SILVERADO <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />03719.006-15102 <br />MODEL.• <br />23 - <br />OA1tAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />