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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ Nr HOOK — <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />,,°,� Olt O <br />Q� <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 REWIRED 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 05 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 />!'v F =FILLED W/ GROUT <br />U = UNFILLED <br />OMINAL <br />VIDTH # OF #5'6, IN 2NO BOND <br />BEAM COURSE <br />16-1 T/1 M/ B <br />L NOMINA�� <br />HEIGHT # OF #VS, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM <br />THAT XFXX - 1Tll M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/OM/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST '•a3 1W" <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 scALE:1 vz=r-a' <br />TYP. <br />BOND BEAM <br />BE <br />m 9;4— .. <br />1#5 <br />TYP. B.""' <br />`fp <br />BOND BEAM <br />*A:4 <br />BxlS DBL BOND Tip <br />F <br />BEAM W/ (1 ) 05 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/(1)#6 BAR ..�: 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) 05 BAR (1_2) <br />LENGTH OF BAR = WADTH OF MASONRY <br />GPE"'NG-2' OR BEAM DESIGNATION <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL IL1) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) — <br />2.4 (MIN 2 X 3) 1-3118 <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 />Jell O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZEA45 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN IAW <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 <br />2X4 SOLID BLOCKING — <br />1/4") 1., OM EACH END AND <br />SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114" <br />MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.77 78 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 , <br />�anm� <br />gumiv. as LOT" <br />SILVERADO <br />LOT #50 <br />BLK- #6 <br />rnoamTip <br />04128,002-50061 <br />MODmL" <br />4EBB <br />111828-CALI" <br />GARAGm OVnNG: <br />LEFT <br />PAGm: <br />DETAILS <br />150 MPH EXP. B <br />pM" <br />DATM1/17/ia <br />mCA=: 1/4"=1'-0" <br />8Hzw <br />S2.1A <br />