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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: 3/4'=1'-O' <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 />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BONO 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. LNG COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />F=FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL //-- # OF #5'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />16-1 T/1 M/ B <br />NOMINAL —� <br />o HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM <br />AND XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1TH W013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED U <br />WINDOW <br />PRE -CAST ° 3 19, <br />WINDOW <br />SILL Z <br />^SLOPE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />ILL CONSTRUCTION <br />4 <br />SCALE: 1 1/2'=1'•0' <br />TYP. <br />BE <br />BOND BEAM <br />1#5 <br />1#5 <br />TYR 8'x16' <br />Zo <br />BOND BEAM <br />1#5 <br />� 8 <br />8x16 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />Bx8 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 />r� <br />8x8 PRE -CAST CONCRETE <br />G SCALE: 3/4'=1'-0' <br />LINTEL, W/O STEEL (LI) 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 />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 .3DO <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) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1W) 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 SCALE: 3/4'=t'-0` <br />( <br />SINGLE #5 CORNER <br />BAR, 301Gi0URUP TNED <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />i44i N. RONALD REAGAN 13LVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdeslgngroup.com <br />L AA M: 0003325 A <br />rr� <br />r <br />Q <br />a <br />a <br />MO <br />aUBDIV. Be LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK #8 <br />PROJECT# <br />04181.000-13081 <br />MoDELt <br />4EBB <br />"1828—CALL" <br />GARAGE BVfMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAAF-R= 09/30/20 <br />9CAL.E: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />