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#5 CORNER BAR Wl 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 (D <br />SCALE: 3/4"=l'-0" <br />IT IS THIS ENGINEER'S INTENT avn.i �nin ..vvn <br />THAT XFXX - 1T/iM/0B INDICATES A DOUBLE BOND BEAM <br />AND XFXX- 1T/0M10B INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- 1T/0M10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED I <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) #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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />IIDTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />416-1T/l / B <br />NOMINAL-f� <br />HEIGHT s nF ss'S TOP <br />x <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE -CAST •314. <br />{4" <br />WINDOW i <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SCALE: 1 112"=1'4" <br />BOND BE" mD �1#5 <br />BOND BEAM -`Ih- <br />1#5 <br />TYR 8"x16" <br />BONDBEAM <br />1#5 <br />Sx16 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 />.,�: BOND 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 />BxB PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR =WIDTH OF <br />MASONRY <br />OPENING-T <br />BEAM DESIGNATION <br />OR <br />1 <br />8x8 PRE -CAST CONCRETE <br />` SCALE: 314"=1'-0" <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />rno . <br />144i N. RONALD REAGAN BL <br />L0NGW00D,FL32750 <br />PH: 407-774-6078 <br />FAX:407-774 O78 <br />www.abdesigngroupcom <br />L AA #: 0003325 <br />r <br />d <br />C <br />� <br />i <br />MOP <br />aUDD:v a# 210 <br />ABBOTT PARK <br />LOT #15 <br />BLK. #10 <br />PROJECT# <br />04181.000-15101 <br />MODELa <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE SI►iNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />