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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK <br />30'TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 314"=1'-0' <br />PLACE STEEL <br />J" REINFORCING(L2) <br />� AS DEPICTED HEREIN. <br />O�ppy <br />Vo EO <br />o��E4E� <br />/ R e <br />• of ON�NO F = FILLED W/ GROUT <br />U UNFILLED "' <br />NOMINAL <br />WIDTH <br />gM�o 16-1 T/1 <br />�pEF NOMINAL—�" <br />e HEIGHT #OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1MNB INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1TIOMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED I <br />WINDOW <br />PRE -CAST .31/9' <br />a <br />WINDOW Z <br />SILL <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 />5. 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, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br /># OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />/B <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1Y2"=1'-0" <br />x8" b ff.;Im <br />BONDti15 <br />BOND BEAM <br />1#5 <br />TYP. "16" 6 <br />BOND BEAM <br />]f� <br />8xl6 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.ti: 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 />8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-7 <br />BEAM DESIGNATION <br />OR <br />n <br />BxB PRE -CAST CONCRETE <br />L SCALE: <br />LINTEL, W/O STEEL (0) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/15 <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 />16" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (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") 8" <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 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") B" 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 DETAILS <br />5 <br />I <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDEOF ELEVATION <br />BOND. BEAM - CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />d N. RONALD REAGAN 8l <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX 407-774-0078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />y <br />� <br />� <br />�g <br />is <br />££ <br />qqq <br />13 <br />C <br />k <br />to <br />w <br />O <br />x <br />A <br />8tmDm & LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-051 1 <br />MODEL1 <br />4EBB <br />"1828—CALI" <br />GARAGE JIMNO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />