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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 6h8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �c <br />PLACE STEEL HEIGHT. <br />k\, <br />�O 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 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BARN EACH COURSE. TVP. VN16' (p <br />JU1#5 <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 />�(LP <br />0`) COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ <br />TOP OF THE LINTEL. <br />/ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.= <br />VERTICAL REBAR W/ 10" HOOK <br />PO FAG 8x16 DSL. BOND TOP OF <br />BEAM W!(1)#5 BAR BOND BEAM <br />EACH COURSE <br />•\O <br />G 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BARIBOND BEAM <br />30" TYPICAL <br />�\� <br />F FILLED W/ GROUT <br />-(\AC U =UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT <br />#5 BAR IN BOND BEAM <br />BEAM COURSE <br />SEE NOTE 5 <br />A 16-1T/1 BxB PRE AST CONCR <br />POS��(�fL NOMINAL—� LINTEL W! (1) #5 BAR ( <br />LENGTH OF BAR = WIMASONRY <br />Q� HEIGHT # OF #5'S, TOP <br />g QPE"'NG-2' <br />7#0F#5'S, <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />REINFORCING <br />THAT XFXX- 1 Tn M/OB INDICATES A DOUBLE BOND BEAM BOTTOM 8x8 PRE -CAST CONCRSCALE:34"=1'-0" <br />OF BOND BEAM <br />1 <br />AND XFXX- IT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT <br />SCALE: 3/4"=1'-0" <br />IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1MN8 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATITOP <br />LINTEL OF OPENING <br />AND XUXX-,T/DMr00 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-W16 <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 IN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1-14' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />.31", <br />PRE -CAST -.a <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL g <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />1 <br />EMBEDMENT <br />0 <br />2x8 (MIN 2X 3)2-3/16 <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 1 2E SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" 8" FROM EACH END AND TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />LSECURE <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />�/MUWAL SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />%� AT CORNER STEP <br />SCALE: , 1-=1'-0" <br />5 <br />J SCALE <br />3 <br />3/4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />a I <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE 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 />V SCALE: 3/4"=1'-0" <br />6 <br />GrouMn <br />91 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />0. <br />1pi <br />m <br />O <br />ti <br />SUBDIV. Ae I.OT <br />SILVERADO <br />LOT#11 <br />BLK#10 <br />PROJECT* <br />03719.001-11101 <br />MODEL.• <br />"2045-LANTANA" <br />GARAGE 8TIA17G: <br />RIGHT <br />PAOE: <br />DETAILS <br />50 MPH <br />