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#5 CORNER BAR WI 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10'HOOK — <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />1 REINFORCING OF 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 />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHONM <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM WI <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4„=1'-a, <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />P� "W <br />.PEE <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) 05 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 UNTEL 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, LNG COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />Q� F = FILLED WN GROUT <br />U = UNFILLED <br />VIDT" L # OF #5'S, IN 2ND BOND <br />MOTH ,BEAM COURSE <br />�16-1 `T/1 ICl/ B <br />NOMINAL <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM <br />THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST 131'4" <br />WINDOW 4. <br />SILL = <br />Le <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SINGLE #5 CORNER 1 <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN IZ STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #G BAR <br />STEEL REINF. OF AT OF EACH SIDE ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-a' <br />TYP. ew 6r <br />BOND BEAM <br />TYP. B" "' (p <br />BOND BEAM <br />8x18 DBL BOND TOP OF <br />BEAM W/ (1)#5 BAR BOND BEAM <br />EACH COURSE <br />8xB BOND BEAM T <br />W/(1)#5 BAR .y: BOND BEAM <br />GROUT SOLID FROM T P <br />LINTEL TO TOP CF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL VW <br />(1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING -2" <br />OR BEAM DESIGNATION <br />2 <br />BxB PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS B Tn . <br />WOODOEM N <br />FW8MaVAM <br />d.=Y'MIN 2} MAX <br />s. = 2 t' MIN, 9" MAX <br />�M <br />s=1 a MIN, 2?'MAX <br />ed =" MIN, 2 ?'MAX <br />d. =2" MIN, 2 e MAX <br />s.=2 t"MIN, 9" MAX <br />W� <br />s, =1 � MIN, 2?' MAX <br />led = r MIN, 2 e MAX <br />d,#"MIN, 2 t'MAX <br />s. = 2 }' MIN, 9" MAX <br />a MIN, 2 e MAX <br />ed = }' MIN, !Li}" 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 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 />b = SPACING BETWEEN ROWS OF FASTENERS <br />e• = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />$ SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngrouP.com <br />AA #: 0003325 . <br />anon, <br />sL7aDIV. A# IA1! <br />SILVERA 10 <br />LOT #9 <br />BLK. #12 <br />PllOJl�OT/► <br />04128.002-09121 <br />Moan. <br />4EHB <br />"2605— HAYDEN" <br />0AXA0Z 9WDak <br />RIGHT <br />PAGIM <br />DETAILS <br />150 MPH EXP. B <br />� <br />li/is/18aw <br />scALM 1/4"=V-0" <br />sr <br />S2A <br />