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#5 CORNER BAR W/ 30" tAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 34"=1'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <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 $O THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. <br />S. 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 />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le'DEEP. <br />F� F = FILLED W/GROUT <br />U = UNFILLED <br />OMINAL <br />VIDTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />16-1 T/1 /c B <br />NOMINAL—_:_� <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5'S. BOTTOM <br />THAT XFXX-17/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/OWOB INDICATES A SINGLE BOND BEAM <br />WINDOW _T <br />PRE -CAST +31M" <br />WINDOW 4, <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYRB'B BON m <br />BOND BEAM <br />1#6 <br />TYP. 6'k18" jp <br />BOND BEAM <br />1#5 <br />8x18 DBL. BONDV-B <br />POP <br />BEAM W/ (1) #5 BAR <br />EACH COURSE <br />8x8 BOND BEAM p <br />W/(1)05 BAR .ti; BOND BEAM <br />GROUT SOLID FROM <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING-2' BEAM DESIGNATION <br />OR 2 <br />8x8 PRE -CAST CONCRETE SCALE: <br />LINTEL, W/O STEEL (0) REFER <br />TO PLAN FOR LOCATIONS <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 />114") B. FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 24/16 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 />2x8 (MIN 2 X 3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 /2X4.011.13LOCKIN. — <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING VW <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12e PER BLK EA END <br />EMBEDMENT <br />OSS SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 314"=1'4r <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www,abdeslgngroup.com <br />I, AA #: 0003325 <br />q <br />e <br />O <br />aysaiv. as LOT: <br />SILVERADO <br />LOT #44 <br />BLK. #6 <br />PRO"WTp <br />04 .0 0-044 2 <br />MoDzu <br />4EBB <br />"1828—CALI11 <br />GARAoa OWDM: <br />RIGHT <br />PALM <br />DETAILS <br />%150 MPH EXP. B <br />DwTM 1/29/19 <br />8sm"m1/4"=1'-0" <br />amim= <br />S2.1A <br />