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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BT..7 <br />CORNER <br />&aREEILNEFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND SEAM m 1#5 <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�c <br />OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND <br />�Cd AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYR 89d8"S. io <br />Qll COURSE LD THE DOUBLE BOND OF BOND BEAM IS OMIITEAM TTED AND A LINTELS PLACED. THE E WITH A LINTEL THE BOTTOM BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE +#`' <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />8x+8 DBL. BOND TOP OF <br />/ Q�E BEAM W/ (i) #5 BAR BOND BEAM <br />EACH COURSE <br />O 8x8 BOND BEAM TOP OF <br />• ��GN\� W/ (1) #5 BAR '.y BOND BEAM <br />W/ GROUT <br />f = UNFILFILLELED <br />N U =UNFILLED GROUT SOLID FROM TOP <br />BOND OF OPENING <br />.p1\0 NOMINAL LINTEL TO TOP LINTEL <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, If FILLED LINTEL. <br />BEAM COURSE <br />SEE NOTE 5 <br />�A \a rGQ 16-1 T/ 1 / B 8x8 PRE -CAST CONCRETE <br />pr EF�� NOMINAL LINTEL LINTEL W/ (1) #5 BAR (L2) <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY <br />0 OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX-1T/1 MVOB INDICATES DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE SCALE: 3l4"=+'0 <br />AND xFXX- 1TNMroB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T11MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />20 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHNK SI.145 MIN HEAD <br />WINDOW <br />SIZEA 00 MW EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2X6 (MIN 2 X 3) 2-3/+6 TAPCON <br />. 31/4" <br />PRE -CAST _a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .00 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />a SLOPE <br />FROM EACH END AND 18" <br />7 <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />D BLOCKING <br />SIZE .300 MIN EMBEDMENT 1T7116'OSS <br />1/4-) 8" FROM EACH END ANDEATHING W/ <br />18" O.C. MAX. MIN 1-1/4"LK. EA. END <br />EMBEDMENT <br />HINc <br />TYPICAL MASONRY WINDOW <br />OSILL CONSTRUCTION <br />4 scALE: + 1n•=r-o" <br />ARCHWAY FRAMING DETAILS <br />5 <br />r <br />SINGLE #5 CORNER <br />BAR, 30x0 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND, BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL82750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />rr <br />Y <br />((�� <br />+gam <br />y <br />C <br />b <br />to <br />8UDDIV. S. LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #7 <br />PROJECT <br />04181.000-14071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 8WWO: <br />LEFT <br />PROM <br />DETAILS <br />%160 MPH EXP. C <br />DAM 06/09/20 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />kk s2.1A <br />