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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. B"x6' ,#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />mm <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />q2\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c <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 />AS DEPICTED HEREIN, <br />�G STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 <br />TWO COURSES ARE BOND BEAMS NTH A #5 BAR IN EACH COURSE. TYP. 8"XI611 <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />C' 5. SHOULD COURSE OF BOND DOUBLE BEABONDTHE THE BOTTOM BOND BEAM <br />IS BTTED AND A COINCIDE <br />INTE T S LINTEL <br />i I <br />COURSE OF BOND BEAM I <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. <br />/ 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.' 8 <br />VERTICAL REBAR WI ID'HOOK <br />9 �\ �'�Q <br />806 DBL. BOND TOP OF w <br />'L Q0��66F�G <br />BEAM W/ BOND BEAM P' <br />#5:0—la0­PE7NNG.^.' <br />(1) <br />9 EACH COURSE <br />•\O�� <br />G 8x8 BOND BEAM P OF <br />• QW/(1) #5 BAR BOND BEAM <br />Q .� <br />30" TYPICAL <br />QF F FILLED WI GROUT <br />U = UNFILLED GROUT SOLID FROM O <br />.fl\Q NOMINAL LINTEL TO TOP OF BOND <br />WIDTH # OF #5'S, IN 2ND BONDBEAM, IF FILLED LIMEL.#5 <br />BEAM COURSE <br />BAR IN BOND BEAM <br />SEE 5 <br />NCRETE <br />16-1T/1 OBAR <br />k <br />y ��Q LINTEL W/A(1) #5ST <br />(L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />HEIGHT # OF #5'S, TOP <br />9 OPENING - 2" <br />IT IS THIS EFVS INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT <br />THATXFXXNGT/EMro8INDICATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER <br />SCALE: 3/4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND Xl1XX - 1T11 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- 1T/UM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-T16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZEA 45 MIN O, <br />WINDOW <br />SIZE 300 MIN EMBEDMENT <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />#5BARBENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCONPRE-CAST <br />OR DRIVE PIN (MIN SHANKWINDOW <br />SIZE.145 MIN HEAD SIZE.3DO <br />SILL <br />MIN EMBEDMENT 1 1 4") 8"OPE <br />9SI <br />FROM EACH END AND 18" <br />7 <br />O.C. MAX. MIN 1-1/4" <br />O " 2 <br />n <br />EMBEDMENT <br />0 <br />_ <br />2x8 <br />ON OR DRIVE <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 />/7116'OSB <br />UPPER AND LOWER 05 MIN. REQUIRED IN <br />,8" O.C. MAX. MIN 1-i/4" MR IN. 2-12d PEBLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />LLCMUWALL <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: i ,/2"=,'-0" <br />5 scALE:34"=r-0' <br />3 _ <br />SCALE: 3/4'=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />ISINGLE <br />#5 CORNER <br />BAR, 3040 TURNED UP <br />5 !I` �yrGQ I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />6 <br />II I II / <br />G8x8 CMU PIER <br />PROVIDE ifs BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />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 />(DISILNGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=V-0" <br />A I C N IT 16 T i <br />6 <br />Grown <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeMpgroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134886.2628 <br />FAX: 813.8864802 <br />�NI1111117 <br />eUBDiv 4 r oT <br />SILVERADO <br />LOT #12 <br />BLK #13 <br />pitojmTip <br />03719.000-12131 <br />moDXlu <br />2795-F <br />GAMAGM 8Wtxa: <br />RIGHT <br />PARiE: <br />DETAILS <br />15 PH EXP" B <br />