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mmmoll <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP Btlal &DI ffft�1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\,\C\A�� PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 1 <br />�OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST 1#6 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' 70 <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />o��(LP\ / <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />9_1#5 <br />COURSE OF BOND BEAM <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 16" DEEP. 8 <br />VERTICAL REBAR W/ 10' HOOK <br />�\ ;'6_0 <br />P6 tr�G SX16 DBL. BOND OP F <br />BEAM W/(1)#5 BAR BOND BEAM <br />8 EACH COURSE <br />•\O <br />G 8x8 BOND BEAM TOP F <br />• W/(1)#5 BAR .y BOND BEAM <br />30" TYPICAL <br />��E�\� <br />F = FILLED W/ GROUT <br />q\aC U =UNFILLED GROUT SOLID FROM TOP <br />31\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH B OF #6'8, IN BOND BEAM, IF FILLED LINTEL. <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />E <br />SEE NOTE 5 <br />1�{/ J� <br />8x8 PRE -CAST CONCRETE <br />16-1 T/1 <br />1 V 1/ <br />5 E� LINTEL W/ (1) #5 BAR (L2) <br />Q� NOMINAL�� <br />�F <br />P� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY <br />a OPENING-2' <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR r� BEAM DESIGNATION <br />REINFORCING OF <br />TRATXFXX-1T/1MIOBINDICATESADOUBLE SONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE 34"=1' Y' <br />BOND BEAM <br />1 <br />AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1M)OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP s. <br />LINTEL OF OPENING <br />AND XUXX - iT/OMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 13/16 <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") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />16' O.C. MAX. MIN 1-14' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />-3 1M„ <br />PRECAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL g <br />MIN EMBEDMENT 1 114") 8" <br />'a SLOPE <br />FROM EACH END AND 18" <br />1pe <br />m <br />O.C. MAX. MIN 1-114" <br />2� <br />EMBEDMENT <br />?., <br />Y <br />2x8 (MIN 2X 3)23M6 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116" <br />UPPER AND LOWER <br />#6 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END <br />VCMU <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />C <br />3 <br />SCALE: 3/4"=l'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />- <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />1 �` �t`OI <br />:IJ <br />I <br />DR TURNED DOWN INTO STEEL REINF. OF <br />I / <br />FILLED CELL BOND. BEAM <br />II I II <br />II XENSURE <br />ER <br />PROVIDE J� BAR <br />OR DOUBLE REINF SARIS), <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE 3/4"=1'-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=1'-lT' <br />A R C N IT R C T 5 <br />G esi go-. <br />41 N. RONALD REAGAN BL% <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />h <br />O <br />O <br />cF <br />C <br />- - -I-XV. AC LOT: <br />SILVERADO <br />LOT# 8 <br />BLK 16 <br />PROJECT# <br />03719.001-08161 <br />MODM l <br />"2558-HAWTHORNE" <br />GARAGE SYnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 JJPH EA, B <br />