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#5 CORNER BAR W/ 3U' 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 />REINFORCING OF BOND BEAM <br />SCALE: 3l4"=1'-0' <br />DFJ� <br />i <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />�g��" <br />ee <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING <br />2. . <br />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 />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A 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 />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />14j F=FILLED W/GROUT <br />U =UNFILLED <br />OMINlIDTH [—# OF #5'S, IN 2ND BOND <br />TH <br />BEAM COURSE <br />NOMINAL — <br />HEIGHT #OF#SS, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1T/1 MIDS INDICATES A DOUBLE BOND BEAM Z.OF #5'S, BOTTOM <br />AND XFX%-1T/OMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - iTAM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST 'a 114, <br />WINDOW <br />SILL Z <br />f <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />��� <br />BONTYR BE b �1/A5 <br />BOND BEAM <br />1#6 <br />TYR &N6" b <br />BOND BEAM U <br />105 <br />Bx16 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 />.y; BONDBEAM <br />GROUT SOLID FROM <br />70P <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 />n <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />me , <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 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 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 i-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 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />IS..O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA. END <br />EMBEDMENT <br />7/16" OSB SHEATHING <br />CMU WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP zz i� <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 />44 <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngfoup.com <br />AA #: 0003325 <br />h <br />F <br />I <br />$ <br />i <br />BVSDrv. se LOT <br />ABBOTT PARK <br />LOT #8 <br />BLK. #9 <br />PROJZCT# <br />04181.000-08091 <br />MODEL <br />4EBB <br />"1828-CALL" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />