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#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 />REINFORCING OF BOND BEAM <br />1M <br />SCALE: 3/4-l'-0" <br />OPEN FACE SHELL SO <br />AST 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 />70. Z E <br />b <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 />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />m <br />-E REINF. SARIS), <br />!ROUTS BENEATH <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />F=FILLED W/ GROUT <br />(Y\ U=UNFILLED <br />NOMINAL <br />WIDTH <br />16-1 T/1 M%C <br />P09�F�F\ HEIGHTL # OFF # f <br />8 P� HEIGHT #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <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 MAYBE 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 />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 />THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX - lT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST °a 1/4' <br />WINDOW <br />SILL <br />`SLOPE <br />8x8 PRE -CAST CONCRETE — <br />LINTEL W/ (1) #5 BAR (1-2) <br />LENGTH OF BAR = WIDTH OF <br />OPEN ING - Z' <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS <br />TYPICAL MASONRY WINDOW <br />�1 SILL CONSTRUCTION <br />SCALE- 1 72"=1'-0" <br />SINGLE #5 CORNER — <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO <br />FILLED CELL <br />STEEL REINF. OF <br />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 />SCALE: 3/4"=1'-0" <br />TYP. <br />BOND BEAM <br />1#5 <br />TYP. 8"xl6" <br />BOND BEAM <br />1#5 <br />8xl6 DEL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />TOP OF w <br />BONDBOND BEAM <br />TOP <br />OF OPENING <br />SEE NOTE 5 <br />MASONRY <br />2 BEAM DESIGNATION <br />SCALE: 3/4"=1'-0" <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE. DO MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE. 145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4"18" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING WI <br />MIN. 2-12d PER BILK EA. END <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAIL <br />J <br />SCALE: 3/4"=1'-0" <br />WOOD SECTION <br />FASTENER SPACING <br />d6 -2' MIN, 2}" MAX <br />s.=21"MIN, 9"MAX <br />(2)2YA <br />5=1+'MIN.2?MAX <br />MIN, 2 j" MAX <br />d.=2" MIN, 2}' MAX <br />s.=2}"MIN, TMAX <br />w2.6 <br />s=1}'MIN, 2}"MAX <br />2 j' MAX <br />d. =TMIN, 2}" MAX <br />y=2}'MIN, 9"MAX <br />s =1 }" MIN, 2+}" MAX <br />e = i' 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 />s, = SPACING BETWEEN ROWS OF FASTENERS <br />a = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />O SCALE: N T.S. <br />A R C H I T E C T S <br />Design <br />Group"LLG <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abde 1pgroupxom <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORI CIA 33634 <br />PH: 813-886-2628 <br />FAX 813-886-2802 <br />SvsDly ae LOT: <br />SILVERADO <br />LOT #8 <br />BLK #10 <br />PROJECT# <br />03719.001- 08101 <br />MODELC <br />3278—JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />15fWH . C <br />Dp 06/25/21 <br />SCALE: AS NOTED <br />SHEET <br />S2.1A <br />