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#5 CORNER BAR W/ EA LAP FOR EACH <br />COURSE OF BONG BEAM <br />VERTICAL REB*HOOK <br />B <br />CORNER <br />OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6•x6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEM <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 />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />NG AS DEPICTED HEREIN. STRUCTURE- A DOUBLE BOND BEM MAY BE SPECIFIED SO THAT THEN THE LAST #5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6k,6'5. SHOULD THE DOUBLE jp <br />COURSE OF OND BEAMBOND IS OMITTED AND A LINTELS PLACED. THE STEH A LINTEL THE EL BOND BEM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE , <br />TOP OF THE LINTEL o„ , <br />/ A �XO�,.p� 6. UNO COMPOSITE MASONRY BEM IS TO BE NOT LESS THAN W' DEEP. <br />/ ,y5 vf- 8x16 DBL. BOND TOP OF <br />BEM W/ (1) #S BAR BOND BEM <br />•\O� 0 EACH COURSE <br />,f 8x8 BOND BEAM TOP OF <br />• ���G�\r W/(1)#5 BARIBOND BEAM <br />F = FILLED W/ GROUT <br />I .aU = UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTELTO TOP OF BOOF OPENING <br />WIDTHOF #5'S,IN E BOND BEAM IF FILLED LINT#5 <br />BEAM COURSE SEE NOTE 5 <br />A\x �p 16-1 T/ 1 8x8 PRECAST CONCR <br />5 (�� LINTEL W/ (1) #5 BAR ( <br />EF NOMIN. LENGTH OF BAR = WIMASONRY <br />HEIGHT #OF#5'S,TOP BEAM DESIGNATION <br />BOND BEAM COURSE OPENING -?IT IS THIS ENCi1NEER'S INTENT ORREINFORCING <br />THAT XFX(-,T tM 081NTXDATEBADO°BLEB°"D BEM #OF #5'S, BOTTOM 8x8 PRE CART CONCRSCALE:34"=1'-0" <br />AND XFXX- 7TOM OB IND CATESA BINDLE BOND BEM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI <br />AND XUXX- 7T"MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - 7TAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SI7E.145 MIN HEAD <br />DBL. BOND BEM <br />SIZE .300 MIN EMBEDMENT 1 <br />AT LOWER ELEVATION <br />WINDOW <br />1/4") 6' FROM EACH END AND <br />MAX. MIN 1-1/4" <br />#5 BAR BENT <br />ASSHOWN <br />_ <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br /><31M" <br />PRE -CAST .a <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW <br />MIN EMBEDMENT 1 ll ") 8" <br />SILL <br />FROM EACH END AND 16' <br />o SLOPE <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-/16 <br />OPEN FACE SHELL SO <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />SHANK SIZE.145 MIN HEAD <br />BAR TO BE PLACED IN <br />MIN EMBEDMENT 1 SOLIDBLOCKING <br />SIZE.!- <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEM <br />F SECURE SHEATHING W/ <br />1B. 8•' FROM EACH END AND <br />/7/16'OSB <br />EACH CELL HOOKED IN <br />16' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA END <br />VCMUWALL <br />TOP BOND BEAM W/ <br />EMBEDMENT <br />STANDARD ACI HOOK <br />SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />NER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />0-8T� <br />4 <br />C <br />SCALE:3/4''=1'-0 <br />SCALE:11-=1'-0 <br />SCALE:34"=1'-0 <br />PROVIDE 3' DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />SINGLE #5 CORNER <br />N' <br />BAR, 3Ox30 TURNED UP <br />I <br />TURNED STEELRE OF <br />BM <br />OND. BEAM FOILRLED CELL <br />t <br />III <br />I�8x8 <br />II <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE #6 BAR <br />AT EACH SIDE <br />SEE PLAN. <br />/ <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />D <br />SCALE. 3/4•'=l'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE: 3/4"=,•-(t" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdosigngroupeom <br />l AA#: 0003325 <br />ip1 <br />Sa <br />ha <br />W <br />• <br />� <br />� <br />P. <br />Q <br />t- <br />C <br />..,.Lt <br />e <br />yy <br />IC <br />cl <br />SL78DIV. to LAT. <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />PROJacT* <br />04128.002 08191 <br />MODS", <br />4EAB <br />"1672-ARIA" <br />GARAGE 811IINCI: <br />RIGHT <br />PADS: <br />DETAILS <br />150 MPH EXP. B <br />G:7 <br />fS <br />AR tE: 04/06/20 <br />CALE: 1/4"=i'-0" <br />HSST <br />s2.1A <br />