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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 314"=1'-0" <br />sum <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.II <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM '� 1aY5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE#6 BAR IN LINTEL. > <br />�LV 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\T" PLACE STEEL HEIGHT. <br />OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)05 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST 1#5 <br />\- TWO COURSES ARE BONO BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8'k1S' jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O / COURSE OF BOND BEAM 18 OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />/ G\!\• 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. X 8 1. <br />8x18 DBL BOND 7f F <br />BEAM W/(1)#b BAR BOND BEAM <br />'\O EACH COURSE <br />• 8x8 BOND BEAM TOP <br />�OQ Lam\ W/(1)#5 BAR .r�; BOND BEAM <br />F = FILLED WIGROUT <br />.�.r0 U = UNFILLED GROUT SOLID FROM P <br />.TAo NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE SEE NOTE 5 <br />�e\'a6� _�16-1T/1 LINTER W/ 7S#S BARL2E <br />HEIGGHT LENGTH OF BAR=WIDTH OF MASONRY <br />tl BOND <br />OPENING BEAM DESIGNATION <br />BOND BEAM COURSE OR n <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE:34"=1'-0 <br />THAT XFXX- 1T11WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />114") a.. FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />1A�" <br />2x8 (MIN 2 X 3) 2J/16 TAPCON <br />PRE -CAST I14 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 1/4") S' <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X 3)2-3118 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING <br />/2X4 <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA END <br />VCMU <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />WAALLL <br />SILL CONSTRUCTION <br />SCALE: 1 1/2"=1'-0" <br />G ARCHWAY FRAMING DETAIL <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX:407-774-4078 <br />www.abdeslgngmup.com <br />L AA N: 0003325 , <br />'umly. as IATs <br />SILVERADO <br />LOT #12 <br />BLK #7 <br />rRos cTp <br />04128.002-12071 <br />IwDzu <br />4EBB <br />"1828—CALd" <br />GARAGN aWIxo: <br />RIGHT <br />PAOr. <br />DETAILS <br />150 MPH EXP. B <br />