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#5 CORNER BAR WI30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 10" HOOK6. <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />EINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-O" <br />(Di <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"XB" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1#5 <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 (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#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. S"xl6" <br />�P S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ <br />O / PLACED. THE STEEL <br />REINFORCING FOR COURSE OF BOND BTH BOTTOMEAM IS TBOND ED AND BEAMSTTOEL IE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. 8" <br />UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />�5' F� 8x18 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />'\Q EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />OQ��\N W/ (1) #5 BAR .`. BOND BEAM7' <br />F FILLED WI GROUT <br />I .�\\O U = UNFILLED GROUT SOLID FROM TOP <br />.p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE SEE NOTE 5 <br />\� 16-1 T/ 1 1 V I/ Bx8 PRE AST CONCRETE <br />NOMINAL�� LINTEL W/ (1) #5 BAR (L2) <br />HEIGHT # OF #5'S, TR LENGTH OF BAR = WIDTH OF MASONRY <br />6 OPENING - 2" <br />IT IS THIS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-iT/1 FYOB INDICATES ADOUBLE BOND BEAM #OF #55, BOTTOM 8x8 PRE CAST CONCRETE SCALE:34"=1'-0 <br />ANDXFXX-1TNM 08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) EFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - ITI1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- iT/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />DBL. BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />DBL. BOND BEAM <br />SHANK SIZE.145 MIN HEAD <br />IZE.300 MIN EMBEDMENT I <br />AT LOWER ELEVATION <br />WINDOW <br />114'16" FROM EACH END AND <br />18 O C MAX. <br />#5 BAR BENT <br />ASAS SHOWN <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />PRECAST .`a 1' <br />SIZE.145 MIN HEAD SIZE .300 <br />WINDOW Q <br />MIN EMBEDMENT 1 1/4-)g- <br />7p. <br />SILL g <br />FROM EACH END AND 1B" <br />SLOPE <br />O.C. MAX. MIN 1-114" <br />9 <br />3 <br />n <br />EMBEDMENT <br />OPEN FACE SHELL SO <br />2x8 (MIN 2 X 3) 2.3/16 <br />TAPCON OR DRIVE PIN (MIN <br />AS TO ALLOW BENT <br />ALLOW <br />SHANK SIZE, 145 MIN HEAD <br />BAR TO PLACED IN <br />SIZE MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM <br />- FROM <br />1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7/16"OSB <br />EACH CELL HOOKED IN <br />E <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMU <br />TOP BOND BEAM <br />E <br />EMBEDMENT <br />STANDARD HOOK <br />SHEATHING <br />CORNER BARS <br />TYPICAL MASONRY WINDOW <br />WALL <br />AT CORNER STEP <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />3 <br />SCALE:, <br />5 <br />-0 <br />SCALE: 3/4"=l'" <br />SCALE:34"=1'-0 <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />ISINGLE <br />#5 CORNER <br />1 <br />e� EL�O I <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />6 <br />II I II / <br />8x8 CMU PIER <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />SEE PLAN, <br />I) / <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 />7SCALE: <br />314"=l'-O` <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdWgngroup.com <br />L AA #: 0003325 <br />h <br />WW <br />ID <br />MO <br />aUDDIV. ec La P <br />ABBOTT PARK <br />LOT #13 <br />BLK #7 <br />PROJECT* <br />04181.000-13071 <br />MODELa <br />4EAB <br />"1672-ARIA" <br />GARAGE 81IING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />