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#5 CORNER BAR WI 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBARW/1a'HOOK - <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=T-01' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8AS' <br />Er <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#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 8'k18' <br />b <br />6. 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/% <br />OF THE LINTEL <br />o <br />& U <br />e. NO COMPOSITE MASONRY BEAM IS 70 BE NOT LESS THAN 16" DEEP. <br />� <br />WIDTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />9?Q' <br />NOMINAL B M/ <br />HEIGHT #OF#5'8, TOP <br />ITIS THIS ENGINEER'S INTENT <br />BOND BEAM COURSE <br />THAT XFXX-1T/1 MIGS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - IT,UWOB INDICATES A <br />SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - lT/i MIOB INDICATES A <br />DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW -1 r <br />PRE -CAST •314, <br />e <br />WINDOW <br />SILL Z <br />i SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 scALE: 1 vz'=r-a' <br />Bx16 DEL. BOND TOP O <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 />DRE"'"G-2' <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL(Li)REFER <br />TO PLAN FOR LOCATIONS <br />TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2X 3)1-3116 <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 1-19' <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 1/4") 8' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2.8 (M IN 2X 3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 146 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 />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />SINGLE #5 CORNER <br />BAR, 30x3O 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 />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeaigngmup.mm <br />AA#: 0003325 J <br />a <br />C <br />SVnDIV. A# LID 44 <br />ABBOTT PARK <br />LOT #35 <br />BLK. #7 <br />PROJECT# <br />041 .000-35071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GAV-40E 911WO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />PI 2 2 <br />`iKR NO W723 <br />DRwT <br />AAM 9/21/21 <br />SCALE: 1/4"=1'-0" <br />BHEET <br />S2. IA <br />