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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 9w, <br />1, PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM m 1/X <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />�Yt ftr <br />V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />Goa AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1. <br />�.� TWO COURSES ARE BOND BEAMS WITH A#'5 BAR IN EACH COURSE TVP. 8'k19' jo <br />5. 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• i#b <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 19' DEEP. 8 <br />806 DBL. BOND TOP OF <br />BEAM W/ (1)05 BAR BOND BEAM <br />EACH COURSE <br />V1't� 8x8 BOND BEAM OF <br />30" TYPICAL <br />W/(1)05 BAR .y�: BOND BEAM <br />TWO <br />�OQ F = FILLED va caouT <br />.��0 U =UNFILLED GROUT SOLID FROM <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH BEAM CO RSEIN BOND SEAM <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTES <br />� o B <br />�16-1T/1�/c LINTERW;, BA L� <br />NOMINAL MASONRY <br />CORNER <br />P• �� LENGTH OF BAR=WIDTH OF <br />9.P HEIGHT #OF#5g, TOP OPENING-2' <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM Bx8 PRE -CAST CONCRETE <br />THAT XFXX - 1 TII M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL <br />SCALE: 3l4"=1'-0' <br />AND XFXX - IT/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/18 <br />SINGLE BOND BEAM <br />A7 HIGHER ELEVATION <br />TA CON OR DRIVE PIN (MIN <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 />18" O.C. MAX. MIN I -IN <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2.6 (MIN 2 X 3) 2-3/16 TAPCON <br />,a. <br />PRE -CAST :a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW E <br />SIZE, 145 MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1 1/4") Ir <br />SLOPE <br />FROM EACH END AND IS' <br />N 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3/18 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AST ALLOW BENT <br />SIZE, 300 MIN EMBEDMENT 1 OLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND <br />RE TO SHEATHINGBOND <br />UPPER AND LOWER <br />BEAM #5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/a" <br />EMBEDMENTIN2.12d PER BLK EA END <br />L[MSECl' <br />TOP BOND BEAM W/ <br />/i8" 088 SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />c.0 WALL <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAIL <br />01 <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />I <br />SINGLE #5CORNER I <br />6 II I II / <br />BAR, 30x3O TURNED UP <br />OR TURNED DONM INTOSTEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />(�Bx8 <br />(I <br />CMU PIER <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND.BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />'/IYyI/ <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3W=, 4_03W=, �_0, <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407.774.4078 <br />W W W.Bbde*Wigroup.Co111 <br />AA #: 0003325 <br />a <br />� <br />g <br />o <br />u <br />Q <br />U <br />rpp <br />IL <br />� <br />l <br />9 <br />IA <br />w <br />0 <br />RUNDIV. & LOT# <br />SILVERADO <br />LOT #15 <br />BLK. #7 <br />PitOJT9CT <br />04128,001-15071 <br />moDm. <br />4ENB <br />"1751-NEUVILLE" <br />GAI9AOX SWEWM <br />LEFT <br />]PACIM <br />DETAILS <br />150 MPH EXP. B <br />AMWECT <br />VrAM OF FLOMA <br />M R7 1 <br />Roues a ABOUCMACM <br />AR NO 93723 <br />D 3/11/19 <br />OCALlb 1/4-=1'-0- <br />ss�r <br />S2.IA <br />