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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1d' HOOK <br />30' TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />OF BOND BEAM <br />3/4'=T-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR nP.6X6'Eva <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* <br />REINFORCING L2 HEIGHT. <br />� ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />�G AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6'06' �p <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O 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 1#5 <br />TOP OF THE LINTEL n. <br />A VCY• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *=�t <br />/ / P05 RHO Bx16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />a CVO 0 EACH COURSE <br />O 8x8 BOND BEAM TOP OF <br />• �OQ��V<J W/(1)#`5 BARIBOND BEAM <br />F FILLED W/ GROUT <br />��O U =UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH #OF#S'S, IN 2ND BOND BEAM <br />— SEE NOTE 5 <br />BEAM COURSE <br />d �VN TGO 16-1 T/1 8x8 PRE -CAST CONCR <br />�/c <br />5 (�� LINTEL W!(1)#5 BAR ( <br />e� EF NOMINAL--�' MASONRY <br />HEIGHT #OF#TS, TOP � OPENING 7 LENGTH OF BAR WIBEAM DESIGNATION <br />BOND BEAM COURSE ORREINFORCING <br />IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:'�THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: <br />AND XFXX - 1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATITOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-0/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") IT' FROM EACH END AND <br />AT LOWER ELEVATION <br />16' O.C. MAX. MIN 1.1/4" <br />_ <br />EMBEDMENT <br />05 BAR BENT <br />ASSHOWN <br />31M„ <br />PRE -CAST 14 N <br />2x6(MIN 2 X 3) 23/i6 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 6' <br />;j SLOPE <br />FROM EACH END AND 16' <br />1-1/4" <br />EMBEDMENT <br />5 <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELq1N <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BE <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACE <br />1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116'OSS <br />UPPER AND LOWE <br />#5 MIN. REQUIRED IN <br />16' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA END <br />VCMUWALL <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />Y <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 12"=1'-0" <br />5 SCALE: 3/4"=1'-U' <br />3 <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 />ISINGLE <br />#5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />ig <br />ER <br />PROVIDE #5 BAR <br />DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />I I /OR <br />STEEL REINF. OF OF ELEVATION <br />AT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />�XENSURE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3M"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />v <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />W <br />5 <br />q <br />a <br />sfill <br />stmDIV. As MT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT# <br />04128.002-06171 <br />MoDzu <br />3EFB <br />"2447—ROBIE" <br />GARAGE NWINC;: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXRIV <br />ROLMD A ABOUCKAM <br />L AR NO OV23 j <br />[An" 10/09/i9 <br />C,%=:1/4" = 1'-O' <br />MET <br />S2.1A <br />