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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ id' HOOK — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-d' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8'W" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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 SOTHAT THEN THE LAST <br />1#�` <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. 8"116' <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 />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. <br />T JIF' <br />1 OF O` F = FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL # OF 05'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />16-1`T/11�1/ B <br />u0M NAL �' \ <br />IT IS THIS ENGINEER'S INTENT .—o 1111— <br />THATXFXX-1T/1 MODS INDICATES A DO UBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX - iTIDW/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - iTn M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE-CAST-31Ai" <br />a <br />WINDOW <br />SILL Z <br />E SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE i 1/2"=1'-IT <br />8x16 DBL. BOND TO �F <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP <br />W/(1)#5 BAR y�; BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTES <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR =WIDTH OF <br />MASONRY <br />OPENING-Z' <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 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 1-19" <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 ENDAND 18" <br />O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />2.8 (MIN2X3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT i <br />1/4") e" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING W/ <br />MIN. 2-12d PER BLK. EA. END <br />088 SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />i— <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />-171 <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 />BOND. BEAM OF ELEVATION <br />CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-d' <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdwigngrouP oom <br />AA #: 0003325 <br />X <br />d <br />Y <br />00 <br />aunDIV. At LOT <br />ABBOTT PARK <br />LOT #43 <br />BLK. #7 <br />Pno"=T# <br />04181.000-43071 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGE BWDM: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />