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IF <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ tO' HOOK\�' <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />NFORCING OF BOND BEAM <br />019SCALE: 314'-T-O' <br />mmm"4 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x6" <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. br <br />PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />,rOF 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` <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. Sk16" Zp <br />5. SHOULO THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJT / 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 />/ A TOP OF THE LINTEL. <br />Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 <br />P$y' F@.� Sx16 DBL, BOND TOP OF <br />BEAM W/(1)#58AR BOND BEAM <br />EACH COURSE <br />O Sx6 BOND BEAM TOP OF <br />�OQP.�\� W/(1)#5 BAR .`; BOND BEAM <br />F =FILLED W/ GROUT <br />�\AO U = UNFILLED GROUT SOLID FROM TOP <br />�1\O NOMINAL # OF;�'S, IN 2N0 BOND LINTEL TO TOP OF BOND OF OPENING <br />WIDTH BEAM COURSE BEAM <br />SEE NOTE 5 <br />6-1 T/1 �/c B LINTEL Wl(l) 58AR8 PRE -CAST RL <br />_r1TE <br />p$��F NOMINAL LENGTH OF BAR = WIDTH OF MASONRY <br />0P HEIGHT #OF#s'S,TOP QPENING-2' BEAM DESIGNATION <br />BOND BEAM COURSE OR �f <br />IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE G SCALE: 3l4"=1'-0 <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER <br />AND XFXX - 1T/OM108 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)13/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK 61ZE.145 MIN HEAD <br />WINDOW <br />A <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />16' 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 />- 19' <br />PRE -CAST .a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW N <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 VIC) S• <br />SLOPE <br />FROM EACH END AND 1S' <br />MAX N 1-1/4" <br />EMBEDMENT <br />T <br />2x8 (MIN 2 X 3) 23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL 50 <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") W FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />16' O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK EA. END <br />VCMU/16'OSB <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />L <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE:1in'=1-a-a' <br />5 SCALE: 3/4"=1'-0" <br />3 <br />SCALE: 3/4"=V-0" <br />E� <br />PROVIDE 3" DIA HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />I <br />I I <br />I <br />— <br />I <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF, OF <br />EF <br />FILLED CELL BOND. BEAM <br />9 � <br />/ <br />II IIXEN <br />IIER <br />PROVIDE #5 BAR <br />OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />AT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=1'-lY' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />mmn: <br />etyaDiv. at L <br />SILVERADO <br />LOT 13 <br />BLK 11 <br />PROJECT* <br />04128.002-13111 <br />MODEL <br />4ENB <br />"1751- NEUVILLE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DRAB: 11/15/18 <br />SCALE: 1/4"= V-0" <br />=BEET <br />S2.1A <br />