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NOTES TO THE INSPECTOR/CONTRACTOR TYP FIX6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ lO" HOOK <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />,c0- PLACE STEEL HEIGHT. <br />J' REINFORCING (12) <br />ck 4. THE LAST COURSE WILL BE A BOND BEAM WITH (i) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 60 THAT THEN THE LAST I#�` <br />�J- TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. n,16' y <br />S. 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 <br />OFT HIE FOR HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />s �a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. --jk <br />/ 5 �fr9 <br />PO-c4 BEA OWL. BOND TOP OF <br />eQ� BEAM W/(1)#5BAR BOND BEAM <br />�`O<0 EACH COURSE <br />• <br />8x8 BOND BEAM �p OF <br />3o-TrPIC-AL <br />#5 BAR IN BOND BEAM <br />• <br />,�: BOND BEAM <br />F = FILLED W/GROUT <br />� U = UNFILLED GROUT SOLID FRT <br />NOMINAL LINTEL TO TOP OOF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED <br />BEAM COURSE SEE NOTE 5 <br />W/(1)#5BARIREFER <br />8x8PRE-CAST C <br />6-1 T/1 <br />LJ <br />09' � LINTEL W/ (1) #5 <br />0 �,0 IIN" LENGTH OF BAR MASONRY <br />CORNER <br />HEIGHT # OF #SS, TOP OPENING-7 <br />IT IS THIS ENGINEER'SINTFM BOND BEAM COURSE OR•, BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />ETE <br />AND XFXX-1T/01M/08 INDICATES ASNGLE BOND BEAM PLACED IN LITEL^ LLIINTEL, W//OS EETE <br />8X8 PRE -CAST 'NCj?'IT ISTHIS ENGINEERS INTENT TO PLAN FOR LO <br />AND XUXX. 1TA M108 INDICATES A DOUBLE SOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - iTMM/OB 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 />AS SHOWN <br />PRE -CAST •31Ago' <br />WINDOW C <br />SILL Z <br />c SLOPE <br />4 <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 Wl <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CORNER BARS <br />9 AT CORNER STEP <br />SCALE: 3/4' T-9' <br />SILL CONSTRUCTION <br />PROVIDE 3" OIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />> I <br />SINGLE #5 CORNER I <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />II / CMU PIER <br />SEE PLAN. <br />ENSURE THAT PIER GROUTS BENEATH <br />LINTEL <br />PROVIDE BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0" <br />��� SINGLE LINTEL, MULTIPLE OPENINGS <br />•1 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407.774,6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA ih. 0003326 <br />•5 <br />xx <br />6 <br />F. <br />9tmDrv. & L/OT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #11 <br />PR,oJECTip <br />04181.000-12111 <br />HOD$Zo <br />3EFB <br />"2447-ROBIE" <br />C;ARAGS EWDTO: <br />RIGHT <br />PAaffi: <br />DETAILS <br />%160 MPH E C <br />