Laserfiche WebLink
#5 CORNER BAR W/ 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 />&RKEI!NLFORCING 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 />BONDBEAM <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 />F� F = FILLED WI GROUT <br />U = UNFILLED <br />OMINAL <br />IIDTH <br />�16-1/1 I�/1/ TC <br />NOMINAL <br />0 r � HEIGHT # OF #5'S, TOP / <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW —T <br />PRE -CASTS 3164" <br />WINDOW Z ..� <br />SILL g <br />a SLOPE <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />i. 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 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />8x8 BOND BEAM <br />W/ (1) #5 BAR <br />GROUT SOLID FROM — <br /># OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND <br />BEAM COURSE BEAM, IF FILLED LINTEL. <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />i1 SILL CONSTRUCTION <br />Y <br />SCALE: 1 1/2"=1'-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 />STEEL REINF. OF AT EACH SIDEOF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />8x8 PRE -CAST CONCRETE — <br />LINTEL WI (1) #5 BAR (1-2) <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2" <br />OR <br />8X8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS <br />BOND BEAM <br />1#5 <br />TYR B"X16" <br />BOND BEAM <br />9 <br />1#5 <br />8x16 OBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />TOP OF <br />BOND BEAM <br />TOP <br />OF OPENING <br />SEE NOTE 5 <br />MASONRY <br />BEAM DESIGNATION <br />2 SCALE: <br />T#0D08EL91011 <br />FASTEM8PACNB <br />d. =2" MIN, 2 }' MAX <br />0. = 2 }' MIN, 9" MAX <br />&=1j"MIN, 2j"MAX <br />ea = }" MIN, 2 j' MAX <br />d. =?" MIN, 2 }" MAX <br />0. = 2 }' MIN. 9" MAX <br />&=1 j"MIN, 2 j" MAX <br />ea = }' MIN, 2 j° MAX <br />s. = 2 }" MIN, 9" MAX <br />m2d <br />a=1 }'MIN, 2j°MAX <br />MIN, 2 j" 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 />a= SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />4 = SPACING BETWEEN ROWS OF FASTENERS <br />0. = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />v SCALE: N.T.S. <br />1441 N, RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6076 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />Y <br />r <br />tt <br />W <br />Q <br />O <br />a <br />aysaly ac LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />P1toj=T <br />04 81. 00-11081 <br />IaolDZU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />