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AG CORNER BM Wl 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 19' <br />p5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />OPEN FACE SHELL $O <br />AS TO ALLOW BENT <br />BM TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />I—#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />�3AT CORNER STEP <br />CORNER STEP <br />SCALE. 3l4"=1'1T' <br />P$54F�P <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />�S�po <br />-. Q� <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) M5 BAR CONTINUOUS MOUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A p5 BAR IN EACH COURSE. <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A UNTEL 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 />F = FILLED W/ GROUT <br />/ U =UNFILLED <br />NOMINAL / <br />WIDTH /AOF IN 2NO BOND <br />CO <br />/ BEAM COURSE <br />NOMINAL <br />56Y. HEIGHT M OF 05'S, TOP <br />IT IS THS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1 T/1MgB INDICATES A DOUBLE BOND BEAM t OF NS'S, BOTTOM <br />AND XFXX- 1 TMM008 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1 TA MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE-CAST•31/4" <br />a C <br />WINDOW z <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />Y <br />SCALE: 1 12"=1'-0" <br />9-101 <br />BBB• <br />bDI <br />BOND BOND BEAM <br />1A6 <br />7VP. B'k16' <br />�p <br />BOND BEAM <br />• <br />tA5 <br />8x16 DBL BOND TOP OF <br />BEAM Wl (1) BONO8 M <br />EACH COURSE <br />8x8 BONG BEAM TOP OF <br />W/(1)05 BAR .` BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM. IF FILLED LINTEL. <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/(1)"M B(L2) MASONRY <br />LENGTH OF BM = WIDTH OF <br />OPENING -7' <br />OR BEAM DESIGNATION <br />8.8 PRE -CAST CONCRETE �� <br />LINTEL, W/O STEEL(Ll) REFER <br />TO PLAN FOR LOCATIONS 9 Tn. <br />SINGLE 05 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />S. <br />FILLED CELL <br />BOND. BEAM <br />PROVIDE M5 BAR <br />E <br />AT EACH SIDE <br />STEEL REINF. OF <br />OF ELEVATION <br />BOND. BEAM <br />CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />NOODBEIMM <br />FABRBB?ttBFACNG <br />d.=2'MIN, 2}'MAX <br />=2 tMIN, VMAX <br />W <br />a,=1 }'MIN, 2}"MAX <br />d. =2' MIN, 2 r MAX <br />;=2 tMIN, 7 MAX <br />A=i }'MIN, 2}"MAX <br />.a = }' MIN, 2 }" MAX <br />0. =2' MIN, 2 }' MAX <br />4=2t MIN, PMAX <br />C2)2d <br />4=7}'MIN, 2}"MAX <br />.a=}'MIN 2}"MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <br />NOTE. <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 i' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d6 = END DISTANCE <br />; = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s - SPACING BETWEEN ROWS OF FASTENERS <br />ea - EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32780 <br />PH: 407-174-6078 <br />FAX 407-774-4078 <br />W W W Abdeslgngroup.com <br />L AA M: 0003325 <br />prr <br />a <br />sUNDrv. eB LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK #7 <br />PIIOJWT/ <br />04181.000-21071 <br />MODZU <br />E401 <br />"2828—ENSLEY" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT 05/ 04 <br />DATE: /21 <br />SCALE: 1/4"=1'-0* <br />SHEET <br />%S2.1A <br />