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#5 CORNER BAR W/ 30• LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ IXHOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />V5 � XI), <br />P� <br />9Q <br />F = FILLED W/ GROUT <br />U = UNFILLED <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 />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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />WIDTH # OF #5'S, IN BOND <br />BEAM COURSE <br />�" <br />NOMINAL�,16-`!T/l <br />P� HEIGHT # OF #VS, TOP <br />/ B <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -IT/1 WOO INDICATES A DOUBLE BOND BEAM <br /># OF #5's' BOTTOM <br />AND XFXX- 1TMMMB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST `4 1!4" <br />WINDOW <br />SILL Z <br />f <br />SLOPE <br />m <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 scaLE:ltn•=r-0• <br />BOND BEAM <br />1#5 <br />TYR 8"x16• <br />BOND BEAM <br />-•': <br />Bxt6 DBL. 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 />.4- 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 />8XB 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 />OR <br />�f <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3l4"=1'-0" <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />�.w . <br />PRECAST HEADER(MtN) <br />2x4 (MIN 2 X 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 1-114" <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 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SVE.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 />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 />1 — <br />SINGLE #5 CORNER <br />BAR, 30z30 TURNED UP <br />4 <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 />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774 6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />a <br />6 <br />sysDIV as LIOT: <br />ABBOTT PARK <br />LOT #31 <br />BLK #12 <br />PROJECT# <br />04181.000-31121 <br />MODELS <br />4EBB <br />"1828-CAU" <br />GARAGE 21111MCO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />