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PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />#5 CORNER BAR WI 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W 10" HOC( <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 80 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 />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 15' DEEP. <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />T I OF V F = FILLED W/GROUT <br />U =UNFILLED <br />f1VOS NOMINAL # OF 05'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />�/c <br />_16-1 <br />p. NOMINAL <br />T/1 B <br />HEIGHT #OF#5'S, <br />TOP <br />CORNER <br />gQ� <br />BOND BEAM <br />COURSE <br />REINFORCING OF BOND BE <br />'� <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1T/lM/OB INDICATESA DOUBLE BOND BEAM <br />#OF#5'S, BOTTOM <br />PLACED IN LINTEL <br />SCALE: 3/4''=1'-P <br />AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />—#5 MIN. REWIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM WN <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4^=1'-0' <br />WINDOW <br />PRE -CAST :!3 1M" <br />a <br />WINDOW Y <br />SILL <br />a SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1/2"=1'-0' <br />SINGLE #5 CORNER I <br />BAR, 30x30 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.SEAM CHANCE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />TYP. B' <br />BE <br />BOND BEAM <br />1#6 <br />TYP. 8'k18" <br />(p <br />BOND BEAM <br />8x18 DBL BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM 7 p <br />W/ (1) 05 BAR '..�: BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR =WIDTH OF MASONRY <br />OPENING-2OR BEAM DESIGNATION <br />2 <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL(LI) REFER <br />TO PLAN FOR LOCATIONS B Tn <br />WDODSEC110N <br />FA878'EA8pA N <br />d, =2" MIN, 2 J' MAX <br />a=2}"MIN, 9"MAX <br />WM <br />e,-1 a MIN, 2e MAX <br />ea = r MIN, 2 Y' MAX <br />d. =r' MIN, 2 e MAX <br />a=2} MIN, 91 MAX <br />mad <br />s, =1 J' MIN, 2 �' MAX <br />ea = t' MIN, 2 e MAX <br />d. =r' MIN, 2 t' MAX <br />s,=2}"MIN, 91'MAX <br />JY'MIN, 2J"MAX <br />sa=?'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 I }"OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d, = END DISTANCE <br />a = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />4 = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />wwwAbdostgngroup.00m <br />L AA #: 0003325 <br />3 <br />Is <br />J <br />C <br />Q <br />i <br />� <br />svaniv. ae LOT: <br />SILVERDADO <br />LOT #23 <br />BLK #7 <br />PROJWTIP <br />041 8.0 2- 3 71 <br />ImDEMA <br />4EHB <br />"2605— HAYDEN" <br />0APLA0Z DIFUN : <br />RIGHT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />