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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'=i'-0' <br />T l/ OF U F = FILLED W/ GROUT <br />=UNFILLED <br />NOMINAL <br />WIDTH G <br />N. <br />HEGI <br />P���oNOM <br />HTL —�1 V-1 T/1 M/(jj' <br /># OF 068, TOP / <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1T10=13 INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1 M/013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LI W EL <br />WINDOW <br />PRE -CAST 'a 11W <br />WINDOW £ <br />SILL Z <br />^SLOPE <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 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 />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <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 />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />8x8 BOND BEAM <br />W/ (1) #5 BAR <br />GROUT SOLID FROM — <br /># OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND <br />BEAM COURSE BEAM, IF FILLED LINTEL. <br /># OF WS, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />�'1 SILL CONSTRUCTION <br />SCALE: 1 1/2'=1 W' <br />8x8 PRE -CAST CONCRETE — <br />LINTEL W/ (1) #5 BAR (1-2) <br />LENGTH OF BAR = WIDTH OF <br />OPENING .2. <br />OR <br />SX8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (0) REFER <br />TO PLAN FOR LOCATIONS <br />BONG BEAM <br />1#5 <br />TYR B'X16' <br />ip <br />BOND BEAM <br />1#5 <br />�8 <br />8X18 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACHCOURSE <br />TOP OF <br />BONDBON5 BEAM <br />TOP <br />OF OPENING <br />SEE NOTE 5 <br />MASONRY <br />2 BEAM DESIGNATION <br />SCALE: 3/4'=1'-0' <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3) 1-3176 <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 />2X6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4') S' <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') 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 />088 SHEATHING <br />ARCHWAY FRAMING DETAILS <br />5 <br />I — <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />SEEL REINF. OF AT EACH SIDE <br />T <br />OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE; 3'4'=V-0' <br />i44i N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />1 <br />rr <br />b <br />b <br />9 <br />1 <br />F'SXMDM ae LoT <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />PROJECT# <br />04181.000-11151 <br />MODEZA <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 09/01/20 <br />aCALE: 1/4"=1'-0" <br />IBM= <br />S2.1A <br />