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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W 10' HOOK <br />#5 BAR IN BOND BEAM <br />OPEN FACE SHELL SO <br />AS TO ALLOW BEM <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 34'=1'-0" <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOWN <br />7p, yJ� <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: 3l4"=1'-0' <br />V� <br />O� <br />F OQ <br />I �O <br />NOMINAL # OF #5'S, IN 2ND BOND <br />y WIDTH BEAM COURSE <br />NOMINAL �1 6-1 T/1 �/c B <br />p•" �F"" <br />9 7� HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5'8, BOTTOM <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/0M/0B INDICATES A SINGLE BOND BEAM <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />U UNFILLED <br />FILLED W/ GROUT <br />= <br />F <br />L <br />WINDOW <br />PRE AST +319, <br />"a <br />WINDOW <br />SILL Z <br />L <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SINGLE #5 CORNER I <br />BAR, 3040 TURNED UP <br />OR TURNED DOVM INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PRO <br />RATOEACH SIDE <br />VIDE #6 BM <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANCE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=V-D' <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. B'x8" <br />oa � <br />L.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 70 ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (,) #6 BAR CONTINUOUS MOUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A 06 BM IN EACH COURSE. <br />TYP. 8'k18' <br />ip <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH A LINTEL THE BOTTOM <br />BOND BEAM <br />COURSE OF BOND BEAM 19 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 />e. UNO COMPOSITE <br />8x18 DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM IQ <br />W/ (1) 05 BAR .,, BOND BEAM <br />GROUT SOLID FROM P <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTELW/(1)*'. BAR(L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-7 OR BEAM DESIGNATION <br />�f <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS B me <br />de <br />Se <br />WOODS01011 <br />FAB1B6lgg1CW <br />d.=7'MIN, 2 r MAX <br />s.=2}'MIN,9"MAX <br />mb4 <br />s, =1 �' MIN, 2 J' MAX <br />e. = r MIN, 2 }" MAX <br />d. =T MIN, 2 }" MAX <br />s.=2 t"MIN, WMAX <br />s, =1 ?'MIN, 2 j' MAX <br />t' MIN, 2 }" MAX <br />d. =Y' MIN, 2 }" MAX <br />s, = 2 t' MIN, W' MAX <br />�� <br />&=1 a MIN, 2+J'MAX <br />..=t' 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 i OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />s. = SPACING BETWEEN ADJACENT FASTENERS <br />INA ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />= EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 92750 <br />PH: 407-774-0078 <br />FAX: 407-774.4078 <br />www.abde•Igngroup.com <br />AA #: 0009928 J0 <br />Amm <br />aVSDIV. A# IA1Y <br />SILVERADO <br />LOT #12 <br />BLK. # 12 <br />pitOJl.CT <br />4 — 21 <br />mol"m <br />4EHB <br />"2605— HAYDEN" <br />owicwGs awares: <br />RIGHT <br />PAdN: <br />DETAILS <br />150 MPH EXP. B <br />L AR NO 96723 <br />�� 11/15/18 <br />sisE= <br />S2.1A <br />