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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK- <br />3V'TVPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />DE� <br />RCING OF BOND BEAM <br />SCALE: 3/4"=1-1' <br />OPEN FACE SHELL $O <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOWN <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"=T-0" <br />9 tANP�O <br />0Q <br />NON <br />PLACE STEEL <br />REINFORCING (1.2) <br />AS DEPICTED HEREIN. <br />ras F1�� <br />a� <br />e° <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 05 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 />�Fj F = FILLED W/ GROUT <br />U = UNFILLED <br />OMINfIDTH ((�� # OF #5'S, IN 2ND BOND <br />/IDTH / BEAM COURSE <br />16-1 T/1 M/ B <br />NOMINAL�� <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND SEAM # OF #5'S, BOTTOM <br />AND XFXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST 31AP <br />WINDOW <br />SILL Z <br />f <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />�1 SILL CONSTRUCTION <br />w <br />SCALE: 1 1/2"=1'-0" <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL - BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDEOF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3l4"=1'-0' <br />TYP, U'x6' Ioj <br />BOND BEAM <br />TYP. B'kt6" Io <br />BONDBEAM <br />8xl6 DBL. BOND TOP OF <br />BEAM W/ (1) its BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.y. 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 />LINTEL W/ (1) #5 BARD <br />LENGTH OF BAR =WIDTH OF <br />MASONRY <br />OPENING-7' <br />BEAM DESIGNATION <br />OR <br />r� <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3/4"=1'1Y' <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS <br />rno . <br />sa <br />WOODSECIION <br />FAs19Ei SPACING <br />d. =2' MIN, 2 }" MAX <br />s.=2 t"MIN, 9"MAX <br />s =1 } MIN, 2 }" MAX <br />ea = }' MIN, 2 }'MAX <br />d. =2' MIN, 2 }" MAX <br />s. = 2?' MIN, 9' MAX <br />Mae <br />}'MIN, 23'MAX <br />ea = J' MIN, 2 }" MAX <br />d. =2" MIN, 2 }" MAX <br />s,=2 t"MIN, 9"MAX <br />}J'MIN, 2}"MAX <br />ea=*'MIN, 2}"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 j" OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />s. = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />e = EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 Ni RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />oe <br />a <br />�a <br />a <br />Q <br />W <br />~ <br />LL <br />0 <br />F <br />Q <br />IN, <br />V <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECTIp <br />04181.000-30071 <br />MODET- <br />E401 <br />"2828—ENSLEY" <br />GARAGE BTFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MP C <br />PRINT 06 14 21 <br />DATE: / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />%s2.1A <br />