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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1W HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4'-1'-0' <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />F= FILLED W/ GROUT <br />U = UNFILLED <br />$r16-1T/1 <br />NOMINAL—� <br />e QP HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1T/l Ml0B INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1TAM/OB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1Mf0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYR 8'x8' <br />BOND BEAM 1° 1k5 <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) #6 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, <br />TYP. S'xl6' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM •,'; <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 />S. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />N—fi <br />0 OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />M/ B <br />k OF #VS. BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE -CAST "a 14P <br />WINDOW <br />SILL = <br />g —SLOPE <br />it <br />en <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 t/2'=1'-0' <br />Sx16 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8xS BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR <br />.y _ 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 />Sx8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRE -CAST CONCRETE <br />G SCALE: <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />Tnc <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1.3/16 <br />TAPOON 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) 2-3/16 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 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .3DO MIN EMBEDMENT 1 /2X4SOLIDBLOCKING — <br />i/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />8' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />WOES SHEATHING <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4'=1'-0' <br />1 <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FIL N I BOND. BEAM <br />PROVIDE #5 BAR <br />EL REINF. OF AT EACH SIDE <br />STEOF ELEVATION <br />BOND. BEAM <br />CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />L441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744018 <br />VA W.abdesigngroup.com <br />L AA 8: 0003325 <br />�a% <br />t <br />q <br />a <br />BUHDIV. ac LrOT: <br />SILVERADO <br />LOT #37 <br />BLK #18 <br />PROJECT <br />04128.002-37181 <br />MODEZA <br />4EBB <br />"1828—CAU" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />SCALE: 1/4"=1'-0" <br />8DREET <br />S2.1A <br />no <br />t <br />