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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR VW 10" HOOK — <br />30" TYPICAL <br />#S BAR IN BONDSEAM — <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 />05 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'-0" <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM <br />AND XFXX - iT/OWOB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST '•31A1" <br />WINDOW A. <br />SILL Z <br />>r <br />SLOPE <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 />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 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 ALINTEL 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 18" DEEP. <br />JIDTH # OF #"S, IN 2NO BOND <br />BEAM COURSE <br />��16-lTll / B <br />NOMINAL � <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />�-' SCALE: <br />SINGLE#SCORNER <br />TURNED 1 <br />BAR, 30x30 <br />OR TURNED UP <br />DOWN,VT0 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 />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 314"=1'-0" <br />TYP. B"xe" <br />BOND BEAM 61 <br />TYP. 8"xlV' 6 <br />BOND BEAM <br />BX,O DSL. BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8.8 BOND BEAM <br />W/(1)#6 BAR '. y�; BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8.8 PRE-CASTCONCRETE <br />LINTEL W/ (1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR = V,DTH OF <br />oPE"'NG-2' BEAM DESIGNATION <br />OR ^ <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Lt) REFER <br />TO PLAN FOR LOCATIONS <br />WOODOEO11011 <br />FARM PONS <br />d, =2" MIN, 2 }' MAX <br />4=2 t"MIN, B"MAX <br />mbi <br />a =1 f' MIN, 2 ?'MAX <br />ea = j'" MIN, 2 ?' MAX <br />d.-7MIN, 2}'MAX <br />sa=2 "MIN, 9"MAX <br />m2d <br />a -1 J' MIN, 2 MAX <br />ee = }' MIN, 2 MAX <br />d. -2" MIN, 2 j" MAX <br />s, = 2 }' MIN, 9' MAX <br />=1')"MIN, 2 r MAX <br />a. _ t' MIN, 2 z' 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 />8. = SPACING BETWEEN ADJACENT FASTENERS <br />I N A ROW <br />—SPACING SPACING BETWEEN ROWS OF FASTENERS <br />q, =EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N.T.S. <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407.774-4078 <br />www.abdesWV*up.com <br />AA #: 0003325 <br />8 <br />yt <br />R <br />Ion <br />!;wXE <br />aysaiv & W'n <br />SILVERADO <br />LOT #61 <br />BLK. #6 <br />rooj=T* <br />04128.002-61061 <br />moazu <br />4EHB <br />"2605-HAYDEN" <br />GANAGM OVUM: <br />LEFT <br />PALM <br />DETAILS <br />%150 MPH EXP. B <br />D T& 3/11/19 <br />aCALM 1/4"=1'-0" <br />a ME= <br />S2.1A <br />