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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ ia' 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 SHOWN <br />20n .yfli <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: 3/4"=1'-a' <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - iT/1M/0B INDICATESA DOUBLE BOND BEAM <br />AND XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />$�16-1�1 <br />NOMINAL 8F <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />ff. <br />TYP 8719' <br />I. 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 TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4, THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUSAROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. <br />TYP. 8"xl6^ fp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL 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'� <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />OF #5'S,IN 2ND BOND <br />BEAM COURSE <br />7�—* <br />B <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <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 1/2'=1'-0!' <br />SINGLE #5 CORNER 1 <br />BAR, 30x3O TURNED UP <br />OR TURNED DONM INTO STEEL REINF. OF <br />FILLED CELL - BOND. BEAM <br />PROEACH SIDE <br />VIDE #5 SAR <br />T A <br />STEEL REINF. OF OF ELEVATION <br />BOND.SEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=1'-a' <br />8x16 DBL BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM T P OF <br />W/(1)#5 BAR.: BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />SEE NOTE 5 <br />8x8PRE-CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />QPE"'TUG-2' <br />BEAM DESIGNATION <br />OR <br />PRE -CAST CONCRETE <br />8x8Z <br />SCALE: <br />LINTEL, <br />LINTEL, W/O STEEL (L1)REFER <br />TO PLAN FOR LOCATIONS <br />TOP <br />OF OPENING <br />WOODSML11011 <br />FASIBBIOVO4 <br />d.=2"MIN, 2}�"MAX <br />s=2:'MIN, 9"MAX <br />mat <br />s, =1 �" MIN, 2 i" MAX <br />_:" MIN, 2 " MAX <br />tl6 =2" MIN, 2 MAX <br />s.=2y'MIN, 9"MAX <br />2d <br />s, =1 f' MIN, 2 i MAX <br />a = r MIN, 2 i' MAX <br />E. 7 MIN, 2 v MAX <br />s.=2,"MIN, 9"MAX <br />mm <br />s, =1 }" MIN, 2 z' MAX <br />4 =- 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 />n ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST I i OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />sa = SPACING BETWEEN ADJACENT FASTENERS <br />IN ROW <br />s = SPACING BETWEEN ROWS OF FASTENERS <br />e. = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />8 SCALE: N 7 S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />W .abdesigngroup.com <br />AA #: 0003325 <br />V <br />b <br />O <br />a <br />4 <br />W <br />O <br />1 <br />ounDiv. at LD1` <br />SILVERADO <br />LOT #8 <br />BLK. #11 <br />P1ROdmCT/1 <br />04128.002-08111 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 81FMG. <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DA jM 10/23/18 <br />SCALE: 1/4'=1'-0" <br />sign= <br />S2.1A <br />