Laserfiche WebLink
#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 />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />TYR 8"XIT, <br />BOND BEAM i#5 <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 />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />TYP. S"xiV' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <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 />1#5 <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />F=FILLED W/GROUT <br />W U =UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />16-1 T/1 M/ B <br />p8 �FE NOMINAL—;� <br />9 P� HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XF%X- 1T/1 MNB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX - MOMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - 1T/1 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE-CAST'a 1!4' <br />WINDOW Z <br />SILL i <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=1' 0" <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 />.ti 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 />6x8 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 />Bx8 PRE -CAST CONCRETE <br />SCALE: 3/4"=V-0" <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS <br />Tnc . <br />1441 IN RONALD REAGAN EL <br />LONGWOOD,FL32750 <br />F4i:407.774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngmup.eom <br />AA #: 0003326 <br />f <br />ti <br />} <br />aUNDIV at LoT. <br />SILVERADO <br />LOT #17 <br />BLK #19 <br />PROJECT# <br />04128.002-17191 <br />MODEIU <br />4EWB <br />"1499-FREEPORT" <br />CA1tACE aWMG: <br />LEFT <br />PACE: <br />DETAILS <br />150 4PH EA B <br />PlUNT <br />DATE, 07/24/20 <br />aCALE: 1/4-=1'-0- <br />011ttEET <br />s2. IA <br />