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#5 CORNER BAR W/ 3d' LAP FOR EACH <br />. COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK\�'�Q <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�0 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 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'SKlel �p <br />�EiP\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJ / 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 />/ A TOP OF THE LINTEL. �" B <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />p05 F�L¢ BX16 DBL. BOND TOP OF <br />• \Q ,ry 9 e�� EACH C13 W/OU1RSE BAR BOND BEAM <br />8x8 BOND TOP OF <br />• OQ�GN\a0 W/ (1) #5 BARAM .y BOND BEAM <br />F = FILLED W/ GROUT <br />I -�\a0 U =UNFILLED GROUT SOLID FROM T� <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #6'S, IN E BOND BEAM <br />BEAM COURSE <br />o SEE NOTE 5 <br />N. X'\ 16-1 T/1 v 8x8 PRE -CAST CONCRETE <br />QeS�F�� NOMINAL—�� LINTEL W/(1)#S BAR (L2) <br />0 P� ONRY <br />HEIGHT # OF #5'S, 70P OPENING-2" <br />LENGTH OF BAR=WIDTH OF gE4M DESIGNATION <br />BOND BEAM COURSE OR <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-d' <br />THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3) 1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1X') 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />2X6 (MIN 2 X 3) 2-3116 TAPCON <br />.3 114, <br />PRE -CAST .a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE. MIN HEAD SIZE.300 <br />SILL <br />MIN EMBEDMENT 1114 8" <br />= SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2J/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") e" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WAL <br />MU WALL <br />SILL CONSTRUCTION 4 <br />SCALE: , 1/7'=,'-0" <br />ARCHWAY FRAMING DETAIL <br />rJ <br />SCALE: 3l4"=1'-d' <br />ILI <br />1441 N. RONALD REAGAN Si <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroup.com <br />AA #: 0003326 <br />m <br />a <br />0 <br />W <br />O <br />R <br />Lill- <br />0 <br />10 <br />7 <br />a <br />8111713DIV. & LOT: <br />SILVERADO <br />LOT #8 <br />BLK. #12 <br />IPIiOJECT# <br />04128.002-08121 <br />M0DEL1 <br />4EBB <br />"1828-CALL" <br />GARAGE STIPMG: <br />LEFT <br />PAGE. <br />DETAILS <br />150 MPH EXP. B <br />DRMT <br />A 10/26/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />