Laserfiche WebLink
NOTES TO THE INSPECTOR/CONTRACTOR <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK <br />ao mPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />OPEN FACE SHELL SO <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 />a• 10 <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'-a' <br />dp HEIGHT <br /># OF A5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T11 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX - 1T/OM,OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - iT/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />�U <br />Gta <br />as `� <br />• ��aG <br />OR F = FILLED W/ GROUT <br />NO U =UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />16-1 TT//1 M/OB <br />NOMINAL�'� <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />V,�N'F9 <br />PQ�4� <br />sf <br />WINDOW <br />PRE -CAST 'a 1X <br />WINDOW 2 <br />SILL z <br />o SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SINGLE A5 CORNER <br />BAR, 3ax_ TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL 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: 31,V=V-a' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL 18 REQUIRED PLACE 05 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 BE 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 />BOND BEAM <br />Pik <br />1#5 <br />TYR B'k1S' <br />BONDBEAM <br />8x16 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8X8 BOND BEAM <br />TOP OF <br />W/(1)#6 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 />LINTEL W/ #5LENGTH B <br />OFIBAR WIDAR TH OF <br />MASONRY <br />OPENING-7 <br />BEAM DESIGNATION <br />OR <br />�] <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Lt) REFER <br />TO PLAN FOR LOCATIONS <br />rno . <br />WWD SECTION <br />FASTENS!SPAM <br />4 =7' MIN, 2 ` MAX <br />s.=2}"MIN,"'MAX <br />�� <br />u=1}"MIN, 2}"MAX <br />ea = I' MIN, 2 ¥' MAX <br />d6 =2" MIN, 2 }" MAX <br />a=2}"MIN,9'MAX <br />�� <br />&=1}'MIN, 2}"MAX <br />ea = }• MIN, 2 i' MAX <br />d, =7' MIN, 2 }" MAX <br />s,=2}"MIN, S"MAX <br />�� <br />s=1}'"MIN, 2�`MAX <br />as = }" 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 }'OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />%= SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />e, = SPACING BETWEEN ROWS OF FASTENERS <br />ea = EDGE DISTANCE <br />$ DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />J.441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.a bdesigngrou p.com <br />L AA #: 0003325 <br />lu <br />w <br />ti <br />�UUQ <br />d5 <br />i��i1 <br />g <br />q <br />Q <br />¢ <br />Q <br />3, <br />LAM $YT apAlOT #13 <br />LK #13 <br />ASE 4B <br />ECT* <br />04181.0 4B-13131 <br />�[ODE7.s <br />E401 <br />"2828—ENSLEY" <br />CARACE NTfW0. <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />DaTE: 02/07/22 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />