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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=T-0' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />P5 F��O <br />0P� <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />M`a<Go $P16-1T/1 <br />NOMIN Lam~ <br /># OF #6'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/iM/D8 INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1TA1MMS INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST .31 <br />WINDOW C <br />SILL Z <br />SLOPE <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 60 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 /># OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />7/B <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYR <br />� <br />r <br />BONDBE <br />BOND BEAM <br />1#5 <br />TYP. n116" <br />BOND BEAM <br />•�' <br />�'r 8 <br />�F <br />8X16 DBL. BOND TOP OP <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8.8 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 />8x8 PRE -CAST CONCRETE <br />WOFIBARB W <br />MASONRY <br />LENGTHLINTEL <br />WIDTHOF <br />ORENING-z' <br />BEAM DESIGNATION <br />OR <br />2 <br />8x8 PRE -CAST CONCRETE <br />SCALE: 3/4'=1'-(Y' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />rno , <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1!4") S' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2.6 (MIN 2 X 3) 2-8/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") B' <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1l4" <br />EMBEDMENT <br />2x8 (MIN2 X3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK EA END <br />EMBEDMENT <br />OSBSHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 SCALE: 3/4" - V-0" <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL N I BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />MAY <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />C <br />D <br />suumv. !##14 <br />ABBOTT <br />LOT BLK.�r <br />04 1�00-0409 <br />M ODMU <br />4EBB <br />"1828-CALI" <br />GARAGM sWDM: <br />LEFT <br />PROM <br />DETAJ.C <br />160 MPH <br />