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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP.8"xe" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. <br />�\ <br />0 REI FORCING (L2) 4. THE LAST COURSE WILL E 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 />N IN EACH <br />6 S <br />SHOULD THE DOUBLE BEAM COINCIDE WC WITH <br />LINTEL THE BOTTOM BOND BEAM <br />1{5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND O S PLACED. THE STEEL <br />OMITTED AND A TTOEL IE <br />BO 1#55 <br />COURSE OF BOND BEAM <br />OM BOND SEAM SIS <br />REINFORCING ORBTH CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />Oi \�• 8. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �I`---�- <br />/ <br />VERTICAL REBAR W110" HOOK <br />/ �59Q 8x16 DEL. BOND TOP OF <br />BEAM WI (1) #5 BAR BOND BEAM <br />EACH COURSE <br />•\QS� <br />G SX8 BOND BEAM TOP OF <br />'q BOND BEAM <br />1�'-Y\ <br />• YJ\� W/(1)#5 BARJ80ND <br />30" TYPICAL <br />!C F FILLED W/ GROUT <br />U =UNFILLED GROUT SOLID FROPNOMINAL LINTEL TO TOP OOF OPENINGWIDTH <br />((# OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5NOMINAL�ETE <br />6-1 T/1 M/ B LIN8X8 EL W/ ( ) #5LINTEL W/ (1) #5 <br />LENGTH OF BAROF MASONRY <br />HEIGHT # OF #55, TOP <br />OPENING - 2" <br />CORNER <br />ITIS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2 BEAM DESIGNAT►ON <br />REINFORCING <br />THAT XFXX- iT/lM/0B INDICATES ADOUBLE BONDBEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=1'-O" <br />OF BOND BEAM <br />AND XF)X-iT/OMl0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT <br />IS THIS ENGINEERS INTENT TO PLAN FOR LO <br />AND XUXX - 1T/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDJOPO. <br />LINTEL OF OPENING <br />AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)1-3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SIZE.145 MIN <br />SHAN300 <br />WINDOW <br />SIZE MIN EMBEDMK ENT 1 <br />SINGLE BOND BEAM <br />114") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x8 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE-CAST'a 144' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 114") 8" <br />SLOPE <br />FROM EACH END AND 18" <br />70. <br />O.C. MAX. MIN 1-1/4" <br />2�' <br />EMBEDMENT <br />R <br />2x8 (MIN 2 X 3) 2-&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 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4') 8- FROM EACH END AND SECURE TO SHEATHING WI <br />UPPER AND LOWER #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 />EMBEDMENT <br />TOP BOND BEAM W/ <br />7116" OSB 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:11lz"=1�-0° <br />5 SCALE: 3/4"=V-0" <br />3 <br />SCALE: 3/4"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� <br />I <br />`` I I <br />> I <br />SINGLE #5 CORNER <br />BAR, 3Ox30 TURNED UP <br />—` <br />5•�` l*"Q I I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />0 <br />II I II / <br />I <br />Y <br />II <br />IU <br />II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE HAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />BCAL :314"=1�' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"-V-0" <br />A R C N I T N C T I <br />Grou�L�. <br />441 N. RONALD REAGAN BU <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abd"pgmup.com <br />AA #: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138862828 <br />FAX: 813-SM2802 <br />