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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' <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 />PeP�F�P <br />9Q <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 />T OF `1 F=FILLEDW/GROUT <br />' Y U =UNFILLED <br />.pPO NOMINAL (#OF #5'S, IN 2ND BOND <br />WIDTH / BEAM COURSE <br />N.M16-1 T/1 7'. <br />BHEIGIHT��'S,TOPIT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/1MA)B INDICATES A DOUBLE BONDBEAM #5'S, BOTTOM <br />AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T//MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />t T/OW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST 31/4' <br />WINDOW A' <br />SILL Z <br />a <br />SLOPE <br />m <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SCALE: 1 1/2'=1'-D•. <br />TYP. <br />BOND BEAM <br />� 8 <br />1#5 <br />TYP. 8'x16' <br />BOND BEAM <br />xF�F <br />8x16 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8xB BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.y�; SONDESAM <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 (1-2)LENGTH <br />OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />rf <br />Bx8 PRE -CAST CONCRETE <br />G SCALE: 3/4'=1'-O' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />Tn . <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <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 />ta' 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) 2-3/18 <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 />OSS SHEATHING <br />WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 3/4"=1'-0" <br />I <br />SINGLE #5 CORNER <br />BAR, 30x3C TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />rr <br />6 <br />o <br />9tT8arv. to LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECT" <br />04181.000-1815 <br />MOD= <br />4EBB <br />"1828-CALI" <br />GARAGE 3WD4t0: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />