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#5 CORNER BAR W130" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK — <br />30" TYPICAL <br />05 BAR IN 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 />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <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: 314"=1'-9' <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP, "S" i <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IFBOTTOM 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 />1#6 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. <br />TYP. 811118' Ip <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH ALINTEL 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 />1#5 <br />TOP OF THE LINTEL <br />8. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1W DEEP. <br />C. <br />OF #5'S, IN 2ND BOND <br />NDTH BEAM COURSE <br />16-1T/1 / B <br />NOMINAL <br />HEIGHT # OFWs, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5 S, BOTTOM <br />THAT XFXX-1T/1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST .31/4" <br />d <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />scALE: 1 yr=r-a' <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROEACH SIDEVIDE #5 BAR <br />STEEL REINF. AT OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: <br />808 DEL BOND O F <br />BEAM W/0 #5 BAR BOND BEAM <br />10 <br />EACH COURSE <br />8x8 BOND BEAM T P <br />W/ (1) #5 BAR BOND BEAM <br />GROUT SOLID FROMTop <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />BXB PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-7 ' BEAM DESIGNATION <br />OR 2 <br />8x8 PRE -CAST CONCRETE SCALE: <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS r..o <br />d. <br />S. <br />W00DBMMM <br />FAMMIIIIIIIIACHO <br />d. =2" MIN, 2 }" MAX <br />%-2 t"MIN, 9"MAX <br />W <br />%=1 ?' MIN, 2 e MAX <br />.. = }' MIN, 2 i' MAX <br />d. -T MIN. 2 e MAX <br />WMAX <br />pm2.-'MIN, <br />a =1 ?'MIN, 2 ?'MAX' <br />ea = }' MIN, 2 ?'MAX <br />d. =Y' MIN, 2 �' MAX <br />>b=2? MIN, 9"MAX <br />mm <br />a=1 "MIN, 2}"MAX <br />.d = }' 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 j OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />— PACING =SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s = 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, FL32750 <br />PH: 407.77"078 <br />FAX: 407-774.4078 <br />www.abdoe4pWoup.mm <br />AA #: 0003325 <br />W <br />sVSD1v. 'k LOTt <br />SILVERADO <br />LOT #14 <br />BLK. #7 <br />PllOJ�CT <br />4 01-1 07 <br />MODEM11 <br />4EHB <br />"2605- HAYDEN" <br />0A1CA0N gVf M .* <br />RIGHT <br />PAIMM, <br />DETAILS <br />150 MPH EXP. B <br />1 _ 1 <br />a <br />DATA 3/11/19 <br />SCAM 1/4-=f-0" <br />miss= <br />S2.1A <br />sVSD1v. 'k LOTt <br />SILVERADO <br />LOT #14 <br />BLK. #7 <br />PllOJ�CT <br />4 01-1 07 <br />MODEM11 <br />4EHB <br />"2605- HAYDEN" <br />0A1CA0N gVf M .* <br />RIGHT <br />PAIMM, <br />DETAILS <br />150 MPH EXP. B <br />1 _ 1 <br />a <br />DATA 3/11/19 <br />SCAM 1/4-=f-0" <br />miss= <br />S2.1A <br />