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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK-- <br />3a'TVPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0' <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 />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. 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 />pJE /S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH 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 />/ > M�ia. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />pgS�Fgt� <br />j1\pM � e Q <br />• <br />p� F=FILLED W/GROUT <br />��p<Np U =UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTHBEAM COURSE <br />r� F�a� �16-1 A I I ICl/ B <br />?� NOMINAL <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-iT/i M4IB I NDICATES A DOUBLE BOND BEAM #OF#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/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- lT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST • q3 IA. <br />WINDOW Z <br />SILL <br />v SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/7'=1'-0-0" <br />Typ ON E BOND BBEAM <br />TYP. S"6" b <br />SONDBEAM <br />OX16 DEL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />SX8 BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR <br />'i 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 (1-2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING _2' <br />BEAM DESIGNATION <br />OR <br />8X8 PRE -CAST CONCRETE <br />SCALE: 3/4"=1,-Ci" <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />ma . <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 />18" 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 1 114") S' <br />FROM EACH END AND 16' <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 />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" D.C. MAX. MIN 1-11. MIN, 2-12d PER BLK. EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 3/4" " 1 •-0" <br />i — <br />SINGLE #5 CORNER <br />BAR, 30X3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL I BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL <br />32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesgngroup.com <br />AA #: 00M" <br />1 <br />d <br />momp <br />aVBDiV. Se La <br />ABBOTT PARK <br />LOT #6 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-06121 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATF—RZ: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />$HEFT <br />kfts2.1A <br />