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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR VW10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 31-1'-11 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP VW' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BA IN LINTEL. <br />�(V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />OF REINFORCING(L2) 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. 85n6' jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTELTHE BOTTOM BOND BEAM <br />O� / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED- THE STEEL 1#5 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />A J'�Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.,k <br />POS 8x16 DBL BOND TOP OF <br />BEAM W/(1)KSBA BOND BEAM <br />• �VQ� 6 EACH COURSE <br />,r 8x8 BOND BEAM TOP OF <br />�OQ�G�\rV A(1)#5 BA .y: BOND BEAM <br />F = FILLED W/GROUT .�" N U UNFILLED GROUT SOLID FROM TOP <br />yd�Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />R SEE NOTE 5 <br />A a Q 16-1 T/ 1 ✓ LINTEL W1 8x8 PRE -CAST CONCRETE <br />NOMINAL �� LENGTH O(FBAR=WIDTH OF MASONRY <br />ae HEIGHT BODBEA C OPENING-2 BEAM DESIGNATION <br />BOND BEAM COURSE OR <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0' <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REfER <br />AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP io <br />OF OPENING <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH ND AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x5 (MIN 2 X 3) 23/16 TAPCON <br />+3 1{4" <br />PRE -CAST iV <br />OR DRIVE PIN (MIN SHANK <br />WINDON <br />SIZE.145 MIN HEAD SIZE.3W <br />SILL <br />MIN EMBEDMENT 11/4')6' <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />m <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8•• FROM EACH ND AND SECURE TO SHEATHING WH <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />7116" OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />4 <br />N ARCHWAY FRAMING DETAIL <br />SCALE' 712'=1'-0 <br />00 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX:407-774-4078 <br />www.abdwWkgmup.wm <br />L AA #: 0003325 , <br />h <br />w <br />0 <br />O <br />a <br />DA� 1/17/ 99 <br />8C.U.M 1/4"=1'-0" <br />15191= <br />S2.1A <br />