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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: 3/4-T-O" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.6X6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�OF REINFORCING (1-2) 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` <br />\-� TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 67c16'5. in <br />LD THE DOUBLE BOND BEAM IS OMITTED AND A COINCIDE OM BOND BEAM <br />COURSE OF BOND BEAMLINTEL IS PLACED. THE STEEL#5 1 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />70P OF THE LINTEL. <br />/ A lnl\ 95-p 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. ,yam— <br />/PQR�FEi OND <br />BEAM W/ (B #5 BAR BOND BEAM <br />• /\O EACH COURSE XAP <br />6 8x8 BOND BEAM TOP OF <br />• �pQE�\\\� W/(1)#5 BAR .� BOND BEAM <br />F FILLED W/GROUT <br />(Y\U=UNFILLED GROUT SOU NRFROM <br />.t1\� NOMINAL OF LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2NBEAM COURSE D BOND BEAM <br />SEE NOTE 5 <br />A\ �p 16-1 T/1 8x8 PRE -CAST CONCRETE <br />P09�F�Fti NOMINAL�� LINTEL W/(1)#5 BAR(L2) <br />P� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY <br />$° OPENING <br />BOND BEAM COURSE OR %2� BEAM DESIGNATION <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 (Lt) REFER <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X 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") 6' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />. 3 1t4„ <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRECAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <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 />O.C. MAX. MIN 1-1/4" <br />m <br />EMBEDMENT <br />2x8 (MIN2X3)2J/16 <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 END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />`* <br />ARCHWAY FRAMING DETAIL <br />SCALE:112'=1'-0 <br />C <br />J <br />SCALE. 314"=1'1Y' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />V <br />V <br />0 <br />4 <br />h <br />O <br />SR <br />C <br />V) <br />Q <br />8L7HDIV. & LOT: <br />SILVERADO <br />LOT 7 <br />BLK 11 <br />PROJECT# <br />04128.000-07111 <br />MODEL. <br />4EBB <br />"1828-CALI" <br />GARAGE 31IING: <br />RIGHT <br />PAGE: <br />DETAILS <br />0 MPH . B <br />DATE: 10/11/18 <br />SCALE: 1/4"=1'-0" <br />8*1EET <br />kI,lS2.1A <br />