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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ Ur HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />GSA <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />/ A \� p <br />F - FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL—�16_1 T/1 <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEERS INTENT <br />THAT XFXX - 1T/1 M108 INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1 T/OWOS INDICATES A SINGLE BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING, <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 06 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 95 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 />Mr# OF #51, IN 2ND BOND <br />BEAM COURSE <br />B <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW _T <br />PRE -CAST 'a iK" <br />WINDOW <br />SILL Z <br />a <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE:1 yr=r-o <br />TYP. �1 #6 <br />BOND BEAM <br />AM <br />* 8 <br />1#6 <br />TYP. 8'16' m <br />BOND BEAM <br />Sx16 DBL. BOND TOP <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM IQ <br />W/(1)#5 BAR ,y�. BOND BEAM <br />GROUT SOLID FROM ,�7�p <br />LINTEL TO TOP OF BOND OFF OPENING <br />BEAM <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING-r BEAM DESIGNATION <br />OR 2 <br />8x8 PRE -CAST CONCRETE SCALE: 3l4'=1'-0' <br />LINTEL, W/O STEEL (0) REFER <br />TO PLAN FOR LOCATIONS rno <br />PRECAST HEADER(MIN) — <br />2X4 (MIN 2 X 3) 1-3/16 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.146 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) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.146 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4') 8' <br />FROM EACH END AND Ir <br />O.C. MAX. MIN 1.1/4" <br />EMBEDMENT <br />2X8 (MIN 2 X 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 />,W) 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 />6' OSB SHEATHING <br />U WALL <br />ARCHWAY FRAMING DETAIL <br />I <br />SINGLE #5 CORNER <br />BAR, 3000 TURNEDjpl <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 />7 SCALE: 3/4'=1'-0" <br />Apt <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL327W <br />PH: 407-77"078 <br />FAX:407-774-4078 <br />www.abdes4pgroup.com <br />AA #: 0003328 <br />8 <br />M <br />L <br />ku <br />t <br />y�I <br />O <br />O <br />BMW' <br />B <br />0 <br />� <br />a <br />ABBOTT PARK <br />LOT #25 <br />BLK. #8 <br />PEOJEO <br />0418LON-25082 <br />HODEEs <br />4EBB <br />"1828-CALI" <br />GARAGE SWUM m <br />LEFT <br />PAGE: <br />DETAILS <br />k.160 MPH EXP. C <br />19 <br />RMT <br />DA 11/20/19 <br />IMMUM 1/4"=1'-0" <br />*HEFT <br />S2.1A <br />