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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR8xe" <br />i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM + <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�OF REINFORCING (L2) 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. 8"x16" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. �" g <br />/ A rjNXX- 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1S" DEEP. *-- <br />p05. ; Sxl6 DBL. BOND T OF <br />BEAM WI(1)#S BAR BOND BEAM <br />��0� 0 EACH COURSE <br />• <br />O 8x8 BOND BEAM TOP OF <br />30" TYPICAL <br />• F.�Va W!(1)#S BAR BOND BEAM <br />�• <br />F F = FILLED W/ GROUT <br />-��O U = UNFILLED GROUT SOLID FROM TOP <br />CVO NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />#5 BAR IN BOND BEAM <br /># OF #5'S, IN 2NO BOND <br />WIDTH BEAM, IF FILLED LINTEL <br />BEAM COURSE <br />SEE NOTE 5 <br />�j/%/� <br />16-1T/11V1/ �W!(S#508ARR(L2)E <br />LINTEL <br />NAL <br />LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />HE GNOMIHT # OF #5'S, TOP <br />8" BOND BEAM COURSE OPENING-2" n BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT OR <br />REINFORCING OF BOND BEAM <br />1 SCALE: 314"=1'-0" <br />G <br />THAT XFXX-1TnM OB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRECAST CONCRETE SCALE: 3l4"=i'-0' <br />AND XFXX-1T~B tN CATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WlO STEEL (Lt) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX -1T/1 MJOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/OMl0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)13l16 <br />TAPCON OR DRIVE PIN (MIN <br />SIZE 145 MIN <br />WINDOW <br />SIZEN300 MIN EMBEDMK ENT 1 <br />SINGLE BOND BEAM <br />1/418" FROM EACH END AND <br />AT LOWER ELEVATION <br />IS, O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />PRECAST IW <br />" <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 />7 <br />O.C. MAX. MIN 1-114" <br />D+ 'L10 <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AST 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 W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />BOND BEAM EACH CELL HOOKED IN <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT MIN. 2-12d PER BLK. EA. END <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=1'-0" <br />SILL CONSTRUCTION <br />4 SCALE:1 tY1"=1'-0" <br />�� ARCHWAY FRAMING DETAIL <br />SCALE: 3l4"=1'0 <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT, <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I I <br />SINGLE#5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BONG. BEAM <br />ER <br />OR DOUBLE REINF. BAR(S), <br />RE THAT PIER GROUTS BENEATH <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />�XENSU <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 314"=1'-0" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3/4"=1'-0" <br />A R C N I T E C T i <br />Groin <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />6439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134Ur-2628 <br />FAX: 813S86.2802 <br />SVHDm de Lotil <br />SILVERADO <br />LOT #13 <br />BLK #10 <br />PROJECT/ <br />03719.000-13101 <br />MODEL" <br />2795—D <br />GARAGE 81111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH MR. B <br />