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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W 10" HOOK — <br />30"TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1 T11 M/08 INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST ' 319 <br />A. N <br />WINDOW <br />SILL z <br />SLOPE <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)#6 BAR CONTINUOUS MOUND <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 />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITHA 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 18" DEEP. <br />r j F = FILLED W/ GROUT <br />U = UNFILLED <br />OMINAL # OF #VS, IN 2ND BOND <br />ROTHOF <br />COURSE <br />�16-1T/11 / B <br />NOMINAL <br />HEIGHT # OF #5'8, TOP <br />BOND BEAM COURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SB <br />BOND BEAM <br />$ol �1#6 <br />1#6 <br />TYR B'"o" <br />BOND BEAM <br />,• <br />� <br />X�F <br />Bx18 DSL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8z8 BOND BEAM <br />W/(1)#5 BAR �BONDGROUT SOLID FROMLINTEL TO TOP OF BONDOF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2' BEAM DESIGNATION <br />OR 2 <br />8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS B TO. . <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3)1-3/18 — <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 />2x8(MIN 2 X 3)2-3H8 TAPCON <br />1 <br />OR DRIVE PIN (MIN SHANK <br />SIZE.146 MIN HEAD SI7E.300 <br />MIN EMBEDMENT 1 1/4") S' <br />FROM EACH END AND 19' <br />O.C. MAX. MIN 1AN' <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 23/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.146 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.abdes4VWoup.com <br />L AA #: 0003325 <br />a <br />pX+C <br />q <br />mmT <br />B <br />1p <br />S <br />S <br />I <br />I <br />IJ <br />tq <br />w <br />0 <br />s <br />SLJSDIV. • LOTs <br />SILVERADO <br />LOT #60 <br />BLK. #6 <br />P"T <br />4 8 1 00 1 <br />"ODEm,: <br />4EBB <br />"1828-CALI" <br />GARAGA 91rnan <br />LEFT <br />PAGM: <br />DETAILS <br />150 MPH EXP. B <br />D&TmT 3/1179 <br />SCAIM 1/4-=1'-0" <br />�T <br />S2.1A <br />