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a5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR VW 10' HOOK — <br />aa� <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-P <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP S <br />6 �-1 a5 <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) 95 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1e5 <br />TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. <br />TYP. 8N16' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE VATH A LINTEL THE BOTTOM <br />BOND BEAM <br />!'. <br />i <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 />1a� <br />THE <br />TOP THE LINTEL <br />8. LINO MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. <br />xf' <br />F=FILLED YW GROUT <br />U =UNFILLED <br />"OVII Y OF t5'S, IN 2ND BOND <br />WIDTH F;l OF COURSE <br />16-1 T/1B <br />epi NOMINAL ­L�-' <br />S HEIGHT K OF 415'S, TOP <br />HIS ENGINEERS INTENT BOND BEAM COURSE <br />XFXX-1T/1 MODS INDICATES A DOUBLE BONO BEAM #OF Y5'S, BOTTOM <br />FXX-1TOMrOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />HIS ENGINEER'S INTENT <br />UXX -1TH WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />L <br />UXX-1TMMOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST •3 1M" <br />a. H <br />WINDOW <br />SILL <br />SLOPE <br />IT IS T <br />THAT <br />AND X <br />IT IS T <br />AND X <br />LINTE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE 11/2'=1'-0' <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) 05 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />W/(1)#5 BAR .y: BOND BEAM <br />GROUT SOLID FROM T P <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8z8 PRE -CAST CONCRETE <br />LINTEL W/ (1) NS BAR 1.,LENGTH OF BAR = WIDTH -1 <br />F <br />MASONRY <br />OPENING - <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3/1"=1'-P <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />Me <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 />1B" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3118 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE. 145 MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1 1/4') S' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2xe (MIN 2 X 3) 2-3/16 il <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 VW <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 SCALE: 3/4' • 1'-0' <br />SINGLE N5 CORNER <br />___jZ7jV <br />BAR, 30x30 TURNED I" <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE M5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND, BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 ' <br />w-abdeslgI%mup.com <br />AA d: 0003325 <br />g <br />V <br />O <br />avaniv. a. LOai <br />ABBOTT PARK <br />LOT #7 BLK #14 <br />PHASE:4C <br />PROJECT# <br />041 .04C-0714 <br />MODEMA <br />4EBB <br />"1828-CALL" <br />GA>RAas awnlrO: <br />RIGHT <br />PAOft <br />DETAILS <br />160 MPH EXP. C <br />Z <br />A <br />10/26/21 <br />acAlm 1/4"=1'-0" <br />a tow <br />S2.IA <br />