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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />GSA <br />o`L`` <br />N Olt <br />?9y 1° <br />9Q <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F - FILLED W/ GROUT <br />U . UNFILLED <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 $O 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 ALINTEL 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 />/LOTH # OF 115-S, IN 2ND BOND <br />BEAM COURSE <br />��_16-1T/l / B <br />NOMINAL <br />HEIGHT # OF #5S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEERS INTENT # OF #5'S. BOTTOM <br />THAT XFXX-1T/1M/OB INDICATESA DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1T/01WOB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE-CAST•3 <br />a <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYP. *xrBE mgr <br />MR <br />BOND BEAM <br />1#6 <br />TYP. 8N16' io <br />BOND BEAM .� <br />1#5 <br />� 8 <br />8X16 DBL. BOND TOP O <br />BEAM W/ (1) #6 BAR BOND BEAM <br />EACH COURSE <br />8X8 BOND BEAM TOP OF <br />W/ (1) #6 BAR BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR - WIDTH OF <br />OPENING-2" BEAM DESIGNATION <br />OR 2 <br />8X8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS B pP - <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 />114") 8' FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <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 11W)8' <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-19' <br />EMBEDMENT <br />2X8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING - <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1W MIN, 2-12d PER BLK. EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4'=1'-0' <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL R7 <br />BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF, OF OF AT <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />,1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.77"078 <br />FAX: 407-7744078 <br />wwwAbdeoWngroup.eom <br />AA 4: 0003325 <br />O <br />� <br />• <br />oil4i <br />C <br />� <br />sL =lv. as LOT•. <br />ABBOTT PARK <br />LOT #1 <br />BLK. #10 <br />rm Op T2 <br />MODEM., <br />4EBB <br />"1828-CALL" <br />GARAGES OWING: <br />RIGHT <br />PADS: <br />DETAILS <br />160 MPH EXP. C <br />r,1pmwT *1 <br />Dw11/25/19 <br />8CALS: 1/4"=1'-0" <br />sI'ISST <br />S2.1A <br />