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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'TVPIGAL <br />#5 BAR IN BOND BEAM - <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 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 />BOND BEAM <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />ASSHOWN <br />p tib <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />3 SCALE: 3/4"=1'-0" <br />N <br />�DSaDE <br />i <br />P0S- ERA <br />E <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />Q-E <br />eP <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 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 15 PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. UN COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />OF �- <br />F=FILLED W/GROUT <br />U = UNFILLED <br />NOMINAL <br />WIDTH <br /># OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />k6-1T/1 <br />�/I/OBNOMINA <br />HEIGHT <br /># OF #5'S TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFM-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEERS INTENT <br />AND XUXX -1 TIt M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX - 1TIOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE -CAST :1314T' <br />a C <br />WINDOW z <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />TYP. BE <br />BOND BEAM <br />1#5 <br />TYP. B"xl6" b <br />BOND BEAM <br />1#5 <br />8xl6 DEL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8xB BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR <br />.*: BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF 8OND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1) 95 BAR (12) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-7, <br />BEAM DESIGNATION <br />OR <br />2 <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (1-1) REFER <br />TO PLAN FOR LOCATIONS <br />mo . <br />PRECAST HEADER(MIN) <br />20 (MIN 2 X 3) 1J/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE. DO MIN EMBEDMENT 1 <br />114") B" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 23/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SI7E.300 <br />MIN EMBEDMENT 11/4"1 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 />2X4 SOLID BLOCKING <br />114") 8" FROM EACH END AND <br />SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" <br />MIN. 2-12d PER BLK EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />Y <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />a <br />FILLED CELL <br />BOND. BEAM <br />e <br />PROVIDE #5 BAR <br />s <br />a <br />AT EACH SIDE <br />STEEL REINF. OF <br />OF ELEVATION <br />BOND. BEAM <br />CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />WOMM i <br />NWWAM <br />ds =2" MIN. 2 }" MAX <br />sa = 2 �. MIN, 9" MAX <br />WM <br />s,=1}"MIN, 2}"MAX <br />e=}" MIN, 2}" MAX <br />d• =2 MIN. 2}^ MAX <br />,=2}"MIN. B'MAX <br />W M <br />s,=1 }" MIN, 2j" MAX <br />e =t MIN, 2? MAX <br />d• =2' MIN, 21' MAX <br />=2 MIN, 9"MAX <br />9)2d <br />s,=1 +}"MIN, 2} MAX <br />e = *' 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 />%= SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />= SPACING BETWEEN ROWS OF FASTENERS <br />e = EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />$ SCALE: N.T.S. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroup.00m <br />AA #: 0003325 <br />r7 <br />V <br />J <br />sw- <br />y�j <br />y <br />2 <br />0 <br />a <br />a <br />� <br />g <br />Will <br />i <br />F <br />C <br />� <br />C <br />F <br />N <br />W <br />00 <br />BXMDIV. as LOT: <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK 9 <br />PROJECT* <br />04181.000-16091 <br />MODEL• <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 PH <br />