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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/,0' HOOK <br />#5 BAR IN BOND BEAM <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 />SONDBEAM <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'-0" <br />" 05 <br />916- <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX- iT/i Ml0B INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />,. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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 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 />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />F� F = FILLED W/ GROUT <br />U = UNFILLED <br />OMINAL # OF #5'S, IN 2NO BOND <br />ROTHOF <br />COURSE <br />�16-1 T/1 ICl/ B <br />NOMINAL <br />HEIGHT r nF rs-c TOP <br />ICOURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW _�T <br />PRE -CAST •3114" <br />WINDOW z .4 <br />SILL <br />r SLOPE <br />m <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1/2"=V-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.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />BOND <br />BBE <br />BOND BEAM <br />by <br />#Y 8 4 <br />1#5 <br />TYP.B"x18" <br />tl <br />�et <br />BONDBEAM <br />8xl6 DBL. BOND TOP OF� <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM — <br />TOP OF <br />W/(1)#5 BAR <br />.ti: BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR I.) <br />LENGTH OF BAR= WIDTH OF MASONRY <br />OPENING .2' OR BEAM DESIGNATION <br />�f <br />8x8 PRE -CAST CONCRETE G SCALE: 3/4"=V-0" <br />LINTEL, W/O STEEL (L,) REFER <br />TO PLAN FOR LOCATIONS B Tn . <br />WOOD8ECI1011 <br />FABTB®tBPADI S <br />4. =2' MIN, 2 }" MAX <br />s. = 2 }' MIN. V MAX <br />}'MIN, 2}"MAX <br />ea=}" MIN, 2}" MAX <br />G. =2" MIN, 2 }" MAX <br />0..2'2" MIN, 9" MAX <br />ed = }' MIN, 2 }" MAX <br />e.=2}'MIN, VMAX <br />MIN, 2 }' MAX <br />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 1 }" 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 />& = SPACING BETWEEN ROWS OF FASTENERS <br />ed = EDGE DISTANCE <br />S DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-77443078 <br />FAX 407-7744078 <br />www.aDdesigngroup.00m <br />L AA #: 0003325 <br />6 <br />aunDiv. as LAT: <br />ABBOTT PARK <br />LOT #27 <br />BLK #8 <br />PROJECT* <br />04181.000-27083 <br />MODEru <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAM 11/28/19 <br />DCA=: 1/4"=1'-0" <br />SHEET <br />s2.1A <br />