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NOTES TO THE INSPECTOR/CONTRACTOR TYR nle'„� <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM _ � <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHT. <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HE <br />O 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>K <br />\,\,E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR Sk06' 'rp <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 <br />TOP OF THE LINTEL. I, g" I- 1441 N. RONALD REAGAN BLVD <br />A \N 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10' HOOK / g�� LONGWOOD, FL 32750 <br />P$ FrG BOB DBL. BOND TOP OF 48078 <br />EBEAMACH COURSE ARIPH: 407-77 <br />RSE BBOND BEAM FAX: 407-774-4078 <br />• / `i'L G www.abdoslgngrouP•com <br />\�\ 8x8 BOND BEAM TOP OF AA #: 0003325 <br />F =FILLED WI GROUT <br />• Oe�� W/ (1) #5 BAR .ti BOND BEAM <br />I ,Y\OU =UNFILLED <br />GROUT SOLID FROMNOMINAL <br />t3,a'TYPICALf <br />LINTEL TO TOP OF BONDWIDTH <br />#5 BAR IND BEAM <br />%# OF #5'S, IN 2ND BOND <br />BEEAAM COURSE <br />�/c <br />BEAM <br />SEE NOTE 5 <br />CORNER <br />Aot16-1 T/1B <br />5 �Ei <br />p� �e NOMINAL—� <br />Q� HEIGHT # OF #5'S, TOP <br />9 <br />BOND BEAM COURSE <br />8x8 PRECAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />OPENING - 7' <br />DR <br />MASONRY <br />2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX-1T/1 M/08 INDICATES A DOUBLE BOND BEAM <br />#5'S, BOTTOM <br />PLACED IN LINTEL <br />8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0 <br />LINTEL, W/O STEEL (0) REFER <br />AND XFXX-1T/0/M/OB INDICATES A SINGLE BOND BEAM <br />TO PLAN FOR LOCATIONS <br />TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1J/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 END AND <br />18' O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />as <br />� <br />�T <br />t <br />�y <br />tPi <br />ul <br />• <br />a <br />0 <br />opp <br />l <br />O <br />aXs4a <br />I <br />I <br />1 <br />1. <br />9 <br />j: <br />LLLL <br />. 3 <br />PRE -CAST . 3 114" - <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 6' <br />SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />V1 <br />2x8 (MIN 2X 3)2.3/16 <br />as <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />Q <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 />TYPICAL MASONRY WINDOW <br />T/MUWALSHEATHING <br />CMU WALL <br />SILLCONSTRUCTION <br />'* SCALE:112=1'-0" <br />C ARCHWAY FRAMING DETAIL <br />- <br />J SCALE: 3/4"-1'-0" <br />SLTHDIV. & LAT: <br />SILVERADO <br />LOT #25 <br />BLK #7 <br />PROJECT <br />04128.001-25071 <br />MODE2A <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />ARcfrrEer, <br />8rA7E OF FLOF�A <br />i <br />NO j <br />ATE: 08/20/19 <br />SCALM: 1/4"=1'—O" <br />SKEET <br />S2.1A <br />