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NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'x&' <br />o <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#$ <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 10� <br />' #5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL 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 DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k161 <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 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />/ TOP OF THE LINTEL. _ , <br />/ s tT��a hp 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. l o <br />/ pgs' hEP 8xl6 DBL BOND TOP OF <br />4 9 BEAM W1(1) #5 BAR BOND BEAM <br />/ EACH COURSE <br />• <br />BON5 <br />W8BABEAM TOP OF <br />30' TYPICAL <br />#5 BAR IN BOND BEAM <br />• ��`Np BOND BEAM <br />(1) # <br />Of oP F = FILLED W1 GROUT <br />t� U =UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BO00 OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT <br />BEAM COURSE <br />NOTE 5 <br />�/c <br />pSEE <br />8x8 PRE -CAST CONCR <br />16-1 T/1 <br />JOF <br />p <br />NOMINAL�� LINTELW/(B BARMASONRY <br />pEh <br />LENGTH <br />BAR=WIITISTHISENGINEER'SINTENT <br />CORNER <br />HEIGHT #OF#5'S, TOP - <br />BOND BEAM COURSE ORE"'NG-7'BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THATXFXX-1T/1MIUB INDICATES ADOUBLE SONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX-1T/OMNBINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LOCATI <br />AND XUXX- iTl1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1TNM/GB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />WINDOW <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />ASSHOWN <br />PRE -CAST <31kP' <br />WINDOW <br />SILL Z <br />v SLOPE <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CORNER BARS <br />SILL CONSTRUCTION <br />`► <br />AT CORNER STEP <br />SCALE: <br />SCALE: 1 in"=1'-d' <br />i PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />> I <br />— <br />' <br />SINGLE #5 CORNER <br />° O <br />Yoh II I / <br />BAR, 30° TURNED Up <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />I I / W/ SINGLE OR DOUBLE REINF. BAR(% <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. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />scALE:34"=r-a <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003326 <br />C <br />�rOj <br />O <br />C <br />F <br />EVSDM & LAT <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04MI.00-14131 <br />MODELc <br />3EFB <br />"2447—ROBIE" <br />GARAGE 87111ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />202 <br />DATE 10/26/21 <br />BCAr.E:1/4" = 1'—O" <br />81-m'" <br />s2.1A <br />