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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK - <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 314"=1'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8k8' <br />b � I1l5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <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 />1#6 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 8'Me' <br />b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <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 />1#5 <br />TOP OF THE LINTEL. <br />a, <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />F = FILLED W/GROUT <br />Ll U =UNFILLED <br />NOMINAL <br />WIDTH <br /># OF #5'S, IN 2ND BOND <br />OF <br />COURSE <br />�16-1 T/1 ICl/ <br />PO NOMINAL <br />S HEIGHT # OF #5'S, TOP <br />B <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1TlIMQB INDICATES A DOUBLE BONDBEAM <br />#OF#5'S, BOTTOM <br />AND XFXX - 1TAMMS INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- ITA MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - IT,OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE CAST :v31A4" <br />WINDOW ° N <br />SILL <br />i SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 VF'=1'-0" <br />8xlS DBL BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />OP 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 />MASONRY <br />LENGTH OF BAR = MOTH OF <br />OPENING _2. <br />BEAM DESIGNATION <br />OR <br />8.8 PRE -CAST CONCRETE <br />SCALE: <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />Tn <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 1X') 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE, 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2. 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 />088 SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />I <br />SINGLE #5 CORNER <br />BAR, 30x30 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 />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE. 3/4"=1'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup com <br />AA #: 0003325 <br />O <br />a <br />a <br />a <br />BUNDIV. da LOT: <br />ABBOTT PARK <br />LOT #41 <br />BLK. #7 <br />Plto"=T# <br />0418 .000-41071 <br />MODZIU <br />4EBB <br />"1828-CALI" <br />OARAd3 OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />2 <br />DA�PL'c 9/21/21 <br />SCAuc: 1/4"=1'-0" <br />SHEZT <br />s2.1A <br />