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#6 CORNER BAR W130" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'1Y' <br />—#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=1'-0" <br />CF <br />i <br />PLACE STEEL <br />REINFORCING (1-2)AS DEPICTED HEREIN. <br />p05�y0 <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP.6k8' <br />1#6 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGg <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 />,#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. <br />TYR 7"S" <br />y, <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 />,#5 <br />TOP OF THE LINTEL. <br />o <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />WIDTH L# OF #/6'S, IN 2ND BOND <br />BEAM COURSE <br />��16ATIWQB <br />Q <br />NOMINAL�� <br />e <br />HEIGHT # OF #55, TOP <br />Zo, <br />IT IS THIS ENGINEER'S INTENT <br />BOND BEAM COURSE <br />THAT XFXX -1TA MOB INDICATES <br />A DOUBLE BOND BEAM <br />#5'S, BOTTOM <br />AND XFXX- ITAMNB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST .310 <br />WINDOW <br />SILL Z <br />= SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />8x16 DBL BOND — TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x6 BOND BEAM <br />TOP OF eb <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 />6.8 PRE -CAST CONCRETE <br />LINTEL W/ (1) 45 BAR (1.2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING -7' <br />BEAM DESIGNATION <br />OR <br />�l <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3/4 l—' <br />LINTEL, W/O STEEL (1-1) REFER <br />TO PLAN FOR LOCATIONS <br />SINGLE A5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />FILLED CELL <br />BOND, BEAM <br />PROVIDE.1 BAR <br />0 <br />AT EACH SIDE <br />STEEL REINF. OF <br />OF ELEVATION <br />BOND. BEAM <br />CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br /># SCALE: —I-' <br />WOODS6:110N <br />FAVERR&WN6 <br />d. =2" MIN, 2 r MAX <br />a=2t MIN, 9"MAX <br />s =1 J MIN, 2 J" MAX <br />a = f" MIN, 2 `MAX <br />d. =2" MIN, 2 -" MAX <br />s. = 21' MIN, 9" MAX <br />(2) 2d <br />s, }T'MIN, 2}'MAX <br />a='1"MIN,2z MAX <br />d. =2" MIN, 2 r MAX <br />s, = 2" MIN, 9" MAX <br />RIB <br />s=1k MIN, 2}"MAX <br />ea = }" MIN, 2 J' MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <br />NOTE: <br />ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 q' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />4 = END DISTANCE <br />s, = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />% = SPACING BETWEEN ROWS OF FASTENERS <br />e = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www,abdesigngroup.com <br />AA #: 0003325 <br />� <br />A <br />O <br />O <br />IVL. <br />o <br />V <br />w <br />0uu <br />wpp <br />3W <br />ci <br />b <br />O <br />Qm <br />Q <br />IC <br />Q <br />1Z1�� <br />U <br />pwp <br />Q <br />0 <br />BXMDIV. k LOT: <br />ABBOTT PARK <br />LOT 6 <br />BLOCK 7 <br />PHASE 2B <br />P1mlECT# <br />04181.02B-06071 <br />uoaaIA <br />E401 <br />"2828-ENSLEY" <br />GA AZZ BrfMO: <br />RIGHT <br />PAGB` <br />DETAILS <br />160 MPH C <br />F2 <br />A. A <br />No <br />PRINT <br />DATE: 03 30 22 <br />SCALE: 1/4"=l'-0„ <br />SHEET <br />S2.1A <br />