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#6 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE R BOND BEAM <br />VERTICAL REBAR W/ 1W HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.B'�>�' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />. <br />2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\, PLACE STEEL HEIGFITE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />OF 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 1` <br />\,bF' TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 6(16" <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 1 <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />\N' Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LEGS THAN 16" DEEP. 8 <br />EtAM WI (B) #5 BAR BOND BEAM <br />•\O��"�'R���� OND TOP OF <br />EACH COURSE <br />• FOe��TOP OF <br />WB(1)#5 BAR ND M .i- BONDBEAM <br />F FILLED WI GROUT <br />I .�N U =UNFILLED GROUT SOLID FROM TOP <br />SRO NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF it5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />�/c <br />56-1T/1B LINTEL W/�#5 BAR R(L2)E <br />NOMINAL LENGTH OF BAR = WIDTH OF MASONRY <br />HEIGHT gOF#5'S,TOP OPENING-z' BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX-1T11MOOB INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-W <br />AND XFXX - 7T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS T <br />AND XUX%- 7T/7M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX-1TARAW INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3/16 <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 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />� 3IM„ <br />PRE -CAST _a <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />a SLOPE <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />10s <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELqlN <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BE <br />SIZE .300 MIN EMBEDMENT 1 <br />BAR TO BE PLACE <br />1/4) 8FROM EACH END ANDSECUREITTO SHEATHING W/ <br />UPPER AND LOW <br />O.C. MAX. MIN 1-1/4" MIN. 2-120 PER BLK. EA. END <br />BOND BEAM #5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />EMBEDMENT <br />TOP <br />SHEATHING <br />STANDARD IHOO <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:1117' <br />5 SCALE: <br />3 <br />SCALE: 3/4"=l'-0" <br />v <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />%, I <br />,% <br />> I <br />— <br />I <br />SINGLE #5 CORNER <br />BAR, 30x3O 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. BAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />II / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />//IfUly <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-9' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />A N C N IT E C T! <br />6 <br />Gr Deou sign <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />s <br />4 <br />A <br />oumry ee w <br />SILVERADO <br />LOT #5 <br />BLK #13 <br />PROJRCT* <br />03719,000-05131 <br />moan <br />°2558-HAWTHORNE" <br />aAPLAGE ewarc: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />