Laserfiche WebLink
#5 CORNER BAR W/ 30" LAP 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: 3l4"=V-0" <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />"A �(, O <br />P <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) #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 />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 />WIDTH # OF #5'S, IN 2NO BOND <br />BEAM COURSE <br />5'_ <br />M/ B <br />�0 <br />NOMINT L—/��,16-1T/ii <br />IT IS THIS ENGINEER'S INTENT <br /># OF #5'S, TOP <br />BOND BEAM COURSE <br />THAT XFXX -1T11 M/OB INDICATES A DOUBLE BOND BEAM <br /># OF #5'S, BOTTOM <br />AND XFXX � iT/0M/0B INDICATES A <br />IT IS THIS ENGINEER'S INTENT <br />SINGLE BOND BEAM <br />PLACED IN LINTEL <br />AND XUXX - 1T/1M/0B INDICATES A <br />DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE-CAST'a 19 <br />WINDOW i <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />SCALE: 1 1/2"=1'-0" <br />x8" �1#5 <br />BOND <br />BOND BEAM <br />1A`5 <br />TYR B"z16" <br />BONDBEAM <br />8x16 DBL. BOND TOP OF <br />BEAM W! (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.y. SON D BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />Bz8 PRE -CAST CONCRETE <br />LINTEL W! (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3l4"=V-0" <br />LINTEL, W!O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS <br />Tno . <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />W <br />� <br />C <br />BLTBDIV 1. L107, <br />11 <br />SILVERADO <br />LOT #38 <br />BLK #18 <br />PR0" <br />04128.001-38181 <br />MODEL4 <br />4EWB <br />"1499-FREEPORT" <br />GARAGE BWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />31 <br />DATE: 07/24/20 1 <br />9CALM 1/4"=1'-0-"-j <br />S2.1A <br />