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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK — <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 34'=1'-0' <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN, <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 />6. 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 />F� F = FILLED W/ GROUT <br />U = UNFILLED <br />OMINAL # OF #5'S, IN 2N0 BOND <br />MOTH BEAM COURSE <br />16-1 J1 70F <br />B <br />NOMINAL �� <br />e. QP HEIGHT # OF 05'S, TOP <br />IT IS THIS ENGINEERS INTENT BOND BEAM COURSE <br />THAT XFXX - 1T/1 MNB INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM <br />AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEERS INTENT <br />AND XUXX -1T/1 LODE INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST .31hf' <br />WINDOW <br />SILL Z <br />a <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'4Y <br />TYP. B'x8' m <br />SONDBEAM <br />TYP. 8'xl6' iO <br />BOND BEAM <br />8x16 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)#6 BAR <br />.yi: BOND EAM� <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />O OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8xS PRE -CAST CONCRETE <br />LINTEL #5 BAR <br />OF <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: 314'=1'-0' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />20 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .3DO MIN EMBEDMENT 1 <br />1/4') 8' FROM EACH END AND <br />1B' O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPOON <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-&16 <br />TAPOON 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 />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />1 - <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 />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3�4'=1'-0� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 327W <br />PH: 407-77448078 <br />FAX: 407-7744078 <br />www.abdesigegroup. om <br />AA #: 0003325 <br />y <br />C <br />b <br />b <br />SUDDrv. ec LOT <br />1-14 <br />ABBOTT PARK <br />LOT #18 <br />BLK #10 <br />PROJECT# <br />04181.000-18101 <br />MODELa <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />