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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W 10" HOOT( <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 />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)#6 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 MATH 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 le" DEEP. <br /># OF #5'S, IN 2NO BOND <br />BEAM COURSE <br />6-1T/1 /c B <br />IT IS THIS ENGINEERS INTENT # OF 95'S, BOTTOM <br />THAT XFXX - 1T/lM/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - ,T/OM/0B INDICATES A SINGLE BOND BEAM <br />NOMINAL— <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />WINDOW <br />PRE -CAST •319. <br />d. N <br />WINDOW <br />SILL 2r <br />i SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYR aw m1 <br />BOND BEAM <br />TYP. B•k16" (p <br />BOND BEAM <br />8x16 DBL BOND OP F <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM Op OF <br />W/ (1) #6 BAR '.,�: BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-7 OR BEAM DESIGNATION <br />2 <br />8.8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L,) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) — <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 />114") 8" FROM EACH END AND <br />18" O.C. MAX. MIN IAA <br />EMBEDMENT <br />2.6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SI <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 IW) Ir' <br />FROM EACH END AND IS' <br />O.C. MAX. MIN 1-19" <br />EMBEDMENT <br />2.8 (MIN 2X 3)2-3116 <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") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4•' <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: 407-774 6078 <br />FAX: 407-774-4078 <br />www.abdeslgkgroup.co <br />AA #: 0003325 <br />tt <br />w <br />O <br />�e <br />G <br />""'N <br />amwiv. & i.02- <br />SILVERADO <br />LOT #12 <br />BLK- #11 <br />PROJmCT� <br />04128.002-12111 <br />MODZU. <br />4EBB <br />"1828-CALL" <br />OARAOR a»o: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DP � 11/15/18 <br />SCALE: 1/4"=1'-0" <br />SPIEW <br />S2.IA <br />