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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4'=1'-0' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F= FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYR 81X8' <br />BOND BEAM 105 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT, <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYR 8'x18' $p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM "- a <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />1#5 <br />TOP OF THE LINTEL. <br />I- B" I- <br />8. UNO COMPOSITE MASONRY BEAM 18 TO BE NOT LESS THAN 18' DEEP. <br />�F—�F <br />WIDTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />416-Mi B <br />NOMINAL—�9QHEIGHT <br />7'. <br /># OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT <br />BOND BEAM COURSE <br />THAT XFXX -1T/1 MIM INDICATES <br />A DOUBLE BOND BEAM #5'S, BOTTOM <br />AND XFXX- 1TNM/0B INDICATES A <br />SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - IT/1MMIS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE'CAST "31i6' <br />WINDOW z _a <br />SILL <br />3 SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0' <br />8x16 DBL. BOND TOP OF� <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8xe BOND BEAM <br />TOP OF <br />W/(1)#5BAR <br />.`. BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />Bz8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (1-2) <br />LENGTH OF BAR - WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />�f <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (0) REFER <br />TO PLAN FOR LOCATIONS <br />Tn . <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3) 1-3/18 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4') 8' FROM EACH END AND <br />18' O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />2X8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4') B' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — <br />1/4') e' 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 />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />SCALE: 3/4'=1'-0' <br />' SINGLE #5 CORNER T <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL N I i BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL327W <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abd"gngroup.com <br />AA #: 0003325 J <br />T <br />G <br />iii <br />QJill <br />yRo <br />J <br />a <br />C <br />BUSDIV. Ae LOT: <br />SILVERADO <br />LOT #32 <br />BLK #18 <br />PROJECT/ <br />04128.002-32181 <br />MODMA <br />4EBB <br />"1828—CALI" <br />GARAGE 8V1": <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATo- 06/09/20 <br />8CALE: 1/4"=1'-0" <br />8FIEET <br />S2.1A <br />