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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />�� <br />V� <br />Ilk <br />v / <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 SOTHATTHEN 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 />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. <br />#5 BAR IN BOND BEAM J .... <br />/ WIDTH # OF #5'5, BOND <br />BEAM COURSE <br />Q.N Olt NOMINAL �1 6-1 T/1 / B <br />CORNER ae�' HEIGHT #OF#5'S, TOP <br />BOND BEAM COURSE <br />INDICATES <br />1 REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />SCALE: 3/4"=1'-0' AND XFXX - 1T/OM/0B A SINGLE 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 />I-#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 />WINDOW <br />PRE-CAST14 <br />N <br />WINDOW <br />SILL z <br />g SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: , 1/Z'=1'-(Y <br />SINGLE #5 CORNER <br />BAR, 30x3O 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 CHANCE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />TYP. B'BE" <br />BOND BEAM <br />TYP. B'k18" m <br />BOND BEAM <br />8x18 DBL. 13CND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/(1)#5 BAR ::�: BOND BEM7 <br />GROUT SOLID FROM OTOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8z8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (1_2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING-2' <br />OR BEAM DESIGNATION <br />2 <br />8x8 PRE -CAST CONCRETE SCALE: 3M"=1'-0' <br />LINTEL, W/O STEEL(L1) REFER <br />TO PLAN FOR LOCATIONS <br />WOOD88310T1 <br />FABIBIERVACM <br />d, =2" MIN, 2 }' MAX <br />s, = 2 �' MIN, 9" MAX <br />MIN, 2 ?'MAX <br />ea = }' MIN, 2 J' MAX <br />d,-7MIN, 21 MAX <br />s,=2, MIN, 9"MAX <br />MIN, 2 iMAX <br />MIN, 2 i' MAX <br />d, =Z' MIN, 2 �4' MAX <br />5 = 2 t" MIN. 9" MAX <br />?'MIN, 2 'MAX <br />ea =}" 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 a' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. - END DISTANCE <br />a =SPACING BETWEEN ADJACENT FASTENERS <br />INA ROW <br />—SPACING SPACING BETWEEN ROWS OFFASTENERS <br />N = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />$ SCALE: N.T, S. <br />.rs <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />wwwabdesWngroup.mm <br />AA #: 0003325 <br />g <br />Y <br />a <br />d <br />O <br />0 <br />O <br />�g <br />v <br />ti <br />SVnDIV. A# w7' <br />SILVERIA 0O <br />LOT #57 <br />BLK. #6 <br />PROJRT� <br />04128.0002-57061 <br />MODRL• <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 81f MO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />