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NOTES TO THE INSPECTOR/CONTRACTOR <br />MMOO44 <br />14Z p <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL. <br />TYP. 8.1XV, <br />BONDBEAM <br />. <br />to 16-1#5 <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. <br />C� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />THE LAST <br />TYP. 8N16" <br />5 <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <br />#5 CORNER BAR Wl 30* LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, T14E STEEL <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH <br />TOP OF THE LINTEL, <br />THE <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN I S"DEEP. <br />VERTICAL REBAR W1 1 IY'HOOK <br />8xI 6 DBL. BOND <br />TOP OF <br />BEAM Wl (1) #5 BAR <br />BOND BEAM" <br />EACH COURSE <br />&B BOND BEAM <br />TOP OF <br />W/ (1) #5 BAR <br />BOND BEAM <br />30"TYPICAL <br />F FILLED W/ GROUT <br />�NFIULEO GROUT -SOLID FROM <br />NOMINAL LINTEL TOP OF BOND <br />—0 <br />TOP <br />01 OPENING <br />ID OF #5'S IN 2ND BOND ITO <br />BEAM C&6RSE BEAM, F FILLED LINTEL <br />#5 BAR IN BOND BEAM <br />�/c <br />SEE NOTE <br />5 <br />S. 16_1 -C ) . <br />8X8 PRE T CONCRETE <br />T/1 13 <br />IREFER <br />I <br />IN M,.AL____, LINTEL WIAIS) #5 B�M (L2) <br />W <br />LENGTH OF MR OTH <br />HEIGHT _i� OF <br /># OF WS, TOP OPENING-2" <br />7#5'S, <br />MASONRY <br />CORNER <br />IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR <br />BEAM DESIGNATION <br />REINFORCING <br />THAT XFXX � IT/ M10B INDICATES A DOUBLE BOND BEAM # OF T <br />BOTTOM 8XII PRE -CAST C CRETE <br />SCALE: 3/4"=V-9' <br />OF BOND BEAM <br />ANDXF)O(- MOM108 INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEET (LI) <br />L <br />L <br />SCALE: 314"=V-01' <br />IT IS THIS ENGINEERS INTENT C T. S <br />AND XUXX - ITlIM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LO AT] INS <br />TOP <br />LINTEL <br />OF OPENING <br />AND XUXX - MOMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />'- <br />SINGLE BOND BEAM <br />2x4 (MIN 2X3)I-3`16 <br />"MIN <br />HIGHER ELEVATION <br />AT ZZ <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />EN <br />SIZE.300 MIN EMBEDMENT I <br />T I <br />SINGLE BOND BEAM <br />AND <br />1141 &' FROM EACH END AND <br />AT LOWER ELEVATION <br />iS'O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />ASSHOWN <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />ON <br />1 <br />PRE 31 <br />-CAST 4 <br />INK <br />OR DRIVE PIN (MIN SHANK <br />WINDOW . <br />GO <br />SIZE 145 MIN HEAD SIZE,300 <br />z <br />SILL <br />MIN EMBEDMENT 1114") 8" <br />SLOPE <br />FROM EACH END AND I IT' <br />D.C. MAX, MIN 1-1/4" <br />Vis <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 <br />N; <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZEA45 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE.300 MIN EMBEDMENT I <br />2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") V' FROM EACH END AND <br />SECURE TO SHEATHING Wl <br />/7/16" <br />UPPER AND LOIA R <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN I <br />MIN, 2-12d PER BILK. EA. END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W1 <br />OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY <br />FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: I 1/2"=V-1)" <br />SCALE: 3t4!'=V-17' <br />PROVIDE 3'DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />—THROUGH LINTEL. <br />SINGLE #5 CORNER <br />BAR, 3Ox3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BE" <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />Wl SINGLE OR DOUBLE REINF. BARS), <br />AT EACH SI E <br />SEE PLAN. <br />STEELREINF.OF OF ELEVATIDON <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATIO <br />SINGLE LINTEL, MULTIPLE <br />OPENINGS <br />A R 9 Nl T I C T S <br />6 <br />Design <br />G r ZOUSMO, a. <br />41 N, RONALD REAGAN BL) <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.00m <br />AA 111: 0003325 <br />mmop <br />F-BUMM & Lo <br />SILVERADO <br />LOT #6 <br />BLK #10 <br />PIWJmgvT# <br />03719.000-06101 <br />wo sm.: <br />"2045-LANTANA" <br />GARAGE EWDTG- <br />RIGHT <br />PACE: <br />DETAILS <br />%150 MPH W. <br />rpp-'NT 10/30/20 <br />DATE: <br />scAuc: 1/4"=f-0" <br />113*1ZET <br />%S2. 1A <br />