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#5 CORNER BAR WI 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"=V-0" <br />O <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX- iT/1M/081NDICATES A DOUBLE BOND BEAM <br />AND XFXX-1T/OM/0B INDICATES A SINGLE BOND BEAM <br />PLACE STEEL <br />REINFORCING (1-2) <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 95 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 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 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 />JIDTH # OF #5'S, IN 2NO BOND <br />BEAM COURSE <br />16-1T/1 / B <br />NOMINAL—Z--�-' <br />HEIGHT AnFgsR TOp <br />(COURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE CAST • 31JS' <br />WINDOW N <br />SILL Z <br />a <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1/2"=1'-0" <br />BOND BE" <br />BOND BEAM <br />� 1iR5 <br />1#5 <br />TYR B'x18" <br />BONDBEAM <br />8xl6 OBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />Ti OF <br />WI(1)#5 BAR <br />.y: BONDAM <br />GROUT SOLID FROM <br />oTOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL WI (1) #5 BAR (L2) <br />MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2" <br />BEAM DESIGNATION <br />OR <br />2 <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3l4"=1'-0" <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-774.4078 <br />wwwzbdeslgngroup.00m <br />AA #: 0003325 <br />1 <br />ti <br />SuaDIV. ae molo <br />SILVERADO <br />LOT #12 <br />BLK #18 <br />PROJECT# <br />04128.002— 2181 <br />WOaEZA <br />4EWB <br />"1499—FREEPORT" <br />GARAGE 8TIMM <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />RENT <br />DA 10/09/19 <br />scA x: 1/4"=1'-0" <br />skFEET <br />S2.1A <br />