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#5 CORNER BAR W/ 30" LAP F <br />COURSE OF BOND BEAM OR EACH <br />VERTICAL REBARW/ IU'H--- <br />OOK <br />Ill <br />mmo,44 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"xB" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BONDBEAM <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 />HEIGHT. <br />REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOU13LE 13OND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. BN16" <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. <br />8xl6DBL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM' <br />A�' 0 EACH COURSE <br />SX8 BOND BEAM TOP <br />30"TYPICAL <br />F - FILLED W/ GROUT W/ (1) 05 BAR w BOND BEAM <br />�NFILLE. GROUT SOLID FROM -.TOP <br />0. <br />NOMINAL LINTEL TO TOP OF BOND 'OF OPENING <br />NO <br />#5 BAR IN BOND BEAM <br />ID H III OF #&S IN 2NO BOND BEAM, IF FILLED LINT EL. <br />BEAM CO'jRSE . ­T <br />SEE NOTE 5 <br />b: 8x8 PRE-C'AST CONCRETE <br />T/1 B <br />I <br />�. L <br />to-,. LINTEL Wl (1) #5 BAR (1-2) <br />N INA LENGTH OF BAR WIDTH OF MASONRY <br />CORNER <br />19 HEIGHT # OF #5'S, TOP OPENING - 2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ..BEAM. DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXY - IT/IMMB INDICATES A DOUBLE BOND BEAM # OF #S'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3X'=V-0" <br />AN XF - IT/GWB INDICATES A SINGLE BOND BEAM (L,) <br />D XX PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER <br />IT IS THIS ENGINEER'S INTENT TO S <br />N JTjJ WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS <br />A 0 XUXX <br />LINTEL <br />AND XU)(X - 1TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />I�Z'�� <br />AT HIGHER ELEVATION <br />- <br />20 (MIN 2 X 3) 1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE , 145 MIN HEAD I <br />WINDOW <br />A <br />SIZE.300 MIN EMBEDMENT I <br />SINGLE BOND BEAM <br />1/4') 8- FROM EACH END AND <br />AT LOWER ELEVATfON <br />18"O.C. MAX. MIN 1-114V" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />:.31 <br />2x6 (MIN 2 X 3) 2-3JI6 TAPCON <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />q <br />WINDOW <br />SILL z <br />SLZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT I IlV) 6- <br />SLOPE <br />FROM EACH END AND IF' <br />O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-TI6 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHEL LED <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 />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />-114" <br />I F'O.C. MAX. MIN I 'MIN. 2-12d PER BUK. EA. END <br />EMBEDMENT <br />TOP BOND BEAM Wl <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />7/ig"OSB SHEATHING <br />CMU WALL <br />CORNER BARS <br />AT CORNER STEP <br />SCALE: 3/4"=l'-G" <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAIL <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />—THROUGH LINTEL. <br />SINGLE #5 CORNER <br />1: 4. <br />10 <br />0 <br />�s , I I <br />BAR, 3Ox3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL I BOND.BEAM <br />Bx8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />LINTEL, <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BFAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SCALE: 3747=77— <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />A A t N I T I C T 8 <br />G r WDmign <br />ou pO-L m <br />Mi N. RONALD REAGAN BLV <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdWpgroup 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 813496-2628 <br />FZ : 8134013-2902 <br />[ 0 A I <br />mmov! <br />F-SUDDIV. do Lo <br />SILVERADO <br />LOT #25 <br />BLX. #10 <br />PnoincTo <br />03719.000-25101 <br />MCDZU <br />2795— D <br />GAnAGZ 8`11111NO' <br />RIGHT <br />PAGIC. <br />DETAILS <br />t,,,150 MPH EXP. <br />