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NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />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 <br />\,\ PLACE STEEL HEIGHT. <br />�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. 1#5 <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"xll. <br />S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />1if5 <br />/ <br />COURSE OF BOND BEAM <br />REI FORCIOF TE GI FOE THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REB*HOOK <br />PQS� 8x16 08L. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />•\\i0 <br />W/ (1) #5 BAR BOND BEAM <br />1• <br />F F = FILLED W/ GROUT <br />.�Y\O U=UNFILLED GROUT SOLID FROM TOP <br />y1\Q NOMINAL LINTEL TO TOP OF BOND OF OPNG <br />E.N.I. <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />#5 B <br />NOTE 5 <br />A\� Q 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />P�5�FEP� NOMINAL LENGTH <br />LENGTH OF BAR = WIDTH OF MASONRY <br />0PR HEIGHT #OF#VS,TOP OPENING-2" BEAM DESIGNATION <br />CORNER <br />BOND BEAM COURSE OR e� <br />2 <br />REINFORCING OF BOND BEAM <br />IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" <br />1 <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=V-0" <br />AND XFXX-1T/OW013 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T p <br />OF OPENING is <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)'I-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE 145 MIN <br />WINDOW <br />SIZE .300 MIN EMBEDMENT I <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18' O.C. MAX. MIN 1-1/4" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN.3 <br />PRE -CAST 1!4" <br />2x8 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') 8" <br />SLOPE <br />FROM EACH END AND 18" <br />1-I14" <br />EMBEDMENT <br />R <br />2x8 (MIN 2 X 3) 2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />EMBEDMENT 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16" <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18"O.C. MAX. MIN 1-i14" MIN. 2-12d PER BLK. EA. END <br />VCMUWALL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />�1 SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />3 <br />SCALE: 3/4"=1'-0" <br />L PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />s I <br />I <br />SINGLE #5 CORNER I <br />A <br />BAR, 3Ox30 TURNED UP <br />lf` O I I <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 />' I / <br />SEE PLAN. <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 />SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3/4"=1'-0" <br />L441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407.7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />q <br />� <br />b <br />SVHDM As LOT <br />SILVERADO <br />LOT #8 <br />BLK #18 <br />PROJECT# <br />04128.002-08181 <br />moamu <br />3EFB <br />"2447- ROBIE" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />mm <br />D TE 10/09/19 <br />SCALE: 1/4' = 1'-0* <br />MEMET <br />S2.1A <br />