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#5 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYRncir <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <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 />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG 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. TYR 61X16, 7D <br />5. 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 FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL 8" <br />/ l \A' O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. —, <br />p.05 � 8X16 DEL BOND TOP OF <br />/ ,�Y\•1' BQiLF' BEAM W/(1)#58AR 80NDBEAM <br />'\O EACH COURSE <br />' a\r1G 8X8 BOND BEAM TOP OF <br />O W/(1)#5 BAR .y_ BONDBEAM <br />F FILLED W/GROUT <br />NP <br />j\AO U =UNFILLED GROUT SOLID FROM TO <br />NOMINAL LINTEL 70 TOP OF BOND OF OPENING <br />WIDTH # OF # 6'S, IN 2ND BOND BEAM,IF FILLED LINTEL <br />BEAM COURSE <br />SEE NOTE 5 <br />\ 0 16-1 T/1 BX8 PRE CAST CONCRETE <br />NOMINAL—�� LINTELW/(,)#SBAR(L2) MASONRY <br />QR HEIGHT # OF #55, TOP LENGTH OF BAR = WIDTH OF <br />OPENING-2' <br />R IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-1TI1MOB INDICATES 00UBLE B0ND BEAM #0F #5'S, BOTTOM 8X8 PRECAST CONCRETE SCALE: 314"=1'-0' <br />AND XF%X-ttAMroe INDICATES A BINDLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L,) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />ANDXIJ XX -1T/1 MOOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T <br />LINTEL OF OPENING <br />AND XUXX - ITMW INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") 6' FROM EACH END AND <br />18" O.C. MAX. MIN,-1/4" <br />EMBEDMENT <br />31/4" <br />2.6 (MIN 2 X 3) 2-316 TAPCON <br />PRECAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .3D0 <br />SILL - <br />MIN EMBEDMENT 1 1/4-) 6' <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-14' <br />EMBEDMENT <br />218 (MIN 2X 3)2-8/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE.300 MIN EMBEDMENT 1 ING <br />1/4") 6' FROM EACH END AND ATHING W/ <br />r7/1,9'OSB <br />18" O.C. MAX. MIN 1-lN' LK. EA END <br />EMBEDMENT <br />HING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 scALE: , ,rr=,'-m <br />ARCHWAY FRAMING DETAIL <br />5 <br />r <br />SINGLE #5 CORNER <br />BAR, 3Cx3C 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 />7 SCALE: 3!4"=1'-0" <br />1441 N. RONALD REAOAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.Com <br />AA #: 0003325 <br />R <br />p <br />`a7 <br />N <br />� <br />1ay <br />C <br />Gi <br />S <br />4D <br />W <br />TE <br />O <br />BXMDIV. ec LOT: <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PROJECT# <br />04128.002 24181 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE 31"NG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />