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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP.B"X8" m 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />��•(�G\' PLACE 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\,\c`STEEL HEIGHT. <br />�OF REINFORCING (1-2) 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 SO THAT THEN THE LAST 1#5 <br />b SN SHOULD THE DOUBLE N BOND BEAM COINCIDE D BEAMS WITH A #5 BAR IT DE WITIH A LINTEL TEACH COURSE. TYP. 1 HE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BONG BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP FTHE LINTEL. <br />A <J 6.. NOCOMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. X <br />/ <br />VERTICAL REBAR W/ 10" HOOK <br />/ �$ F(�P�� <br />8x16 08L. BOND TOP OF <br />•�� •1' $ Q�E BEAM W/ (1) #5 BAR BOND BEAM- <br />EACH COURSE <br />'O <br />G 8x8 BOND BEAM T P F <br />Wl(1)#5 BAR.y: BOND BEAM <br />30" TYPICAL <br />F = FILLED W/ GROUT <br />\O�\\O U =UNFILLED GROUT SOLID FROM T P <br />.Tl NOMINAL LINTEL TO TOP OF BOND] OF OPENING <br />WIDTH # OF #5'S, IN 2NO BOND BEAM, IF FILLED LINT <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />�j/J /� <br />8x8 PRE CAST CONCR <br />16-1 T/ 1 <br />1 V I/ p <br />NOMINAL—� LINTEL WI(1)#5 BAR ( <br />P� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIMASONRY <br />CORNER <br />0 OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE DR 2 BEAM DESIGNATION <br />REINFORCING OF BOND <br />THAT XFXX-1T/1 M10S INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 314"=V-0" <br />BEAM <br />1 <br />AND xFXX-iTroMroB NDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L <br />SCALE: 3/4'=V-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATITOP <br />AND XUXX - JTH M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <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 />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST _. t4t" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />11/4" <br />EMBEDMENT <br />9 <br />2x8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.146 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/19'OSB <br />UPPER AND LOWER #5 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 />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE: i 1/2"=1'-0" <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 />� I <br />> I <br />I <br />SINGLE #5 CORNER <br />BAR, 30X30 TURNED UP <br />5!I Ey O ( I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />ER <br />PROVIDE #5 BAR <br />OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />Ar <br />CHANGE IN <br />�XAT <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE:3/4"=l'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3/4"=V-0" <br />I N C N I T E C T= <br />Grouper <br />41 N. RONALD REAGAN BL% <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />fAX; 407.774-4078 <br />www.ebdeslWooup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813-886-2802 <br />SLJHDIV. de LOT <br />SILVERADO <br />LOT #21 <br />BLK. #10 <br />pROJECT# <br />03719.000-21101 <br />MODEL <br />2795-F <br />0ARA0E SwtxG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />P 6 <br />r &%JwN - 6/03/20 <br />DATE: <br />SCALE: 1/4"=1'—O" <br />SHEET <br />s2.1A <br />