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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK <br />3a'TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />( DREINFORCING OF BOND BEAM <br />SCALE: 3/4"=l'-0" <br />NOtNO <br />�vE <br />o�ppY � <br />PLACE STEEL <br />REINFORCING (1-2)AS DEPICTED HEREIN. <br />or �e. <br />6 P`� <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />EVE <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYR9B 6" <br />BOND BEAM b 11f5 <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 />B• �t <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 />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 8'06" b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM •+!- <br />COURSE OF BOND BEAM 15 OMITTED AND A LINTEL 15 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 />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />WIDTH #OF#5'S, IN BOND <br />BEAM COURSE <br />�Eo T/1�/c <br />B <br />�9 FEP <br />a Qt>f NOMINAL--!-�-'16-1 <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-lT/1MAB INDICATES A DOUBLE SONDBEAM <br />#5'S, BOTTOM <br />AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1 M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST "a 1/4" <br />WINDOW <br />SILL Z <br />m SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />Y <br />SCALE: 1 1/2"=1'-0" <br />8.16 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) #5 BAR <br />.�; 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 />8x8 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 />8x8 PRE -CAST CONCRETE <br />L SCALE: 3/4"=1'-0" <br />LINTEL, W/O STEEL (Lt) REFER <br />TO PLAN FOR LOCATIONS <br />Tno . <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) 23/16 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 1-114' <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 1 2X4 SOLID BLOCKING <br />114") 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 />DEB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />j <br />- <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UPjZ� <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,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />W W W.abdesigngroup.com <br />L AA #: 0003325 A <br />6 <br />k <br />W <br />sUDDIV. & W <br />ABBOTT PARK <br />LOT #24 <br />BLK. #9 <br />PROJECT# <br />04181.000-24091 <br />HODEIA <br />4EBB <br />"1828-CALL" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />'-M NO W723 <br />DATE: 8/14/21 <br />scALE: 1/4"=1'-O" <br />sHEET <br />S2.1A <br />