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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />-TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR B'XB" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t <br />PLACE STEEL HEIGHT. <br />ceo 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" b <br />p`1� 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 <br />/ TOP OF THE LINTEL. <br />/ n M�1a. p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. � o <br />/ p,0°"�FBE`� 8x16 DEL BOND TOP OF <br />$ dep BEAM W/ (1) #5 BAR BOND BEAM <br />,K�6M EACH COURSE <br />• <br />Bx8 BOND BEAM TOP OF <br />W/ (1) BAR .,�. BONDBEAM <br />• �oQEa\ F=FILLED W/ GROUT <br />I �\p<� U =UNFILLED GROUT SOLID FROM OP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />SEE NOTE 5 <br />5 ME(+ip 16-1 T/1 8x8 PRE -CAST CONCRETE <br />e PEF NOMINAL�� LINTELW/(1)#SBAR(L2) MASONRY <br />HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORE"'NG-r BEAM DESIGNATION <br />OR <br />THAT XFXX -iT/i M/DB INDICATES A DOUBLE BONOBEAM #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" <br />AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (L1) REFER <br />A IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX-1T/i M/OB INDICATESA DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL of OPENING - <br />AND XUXX - ITRIM/OB 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 />SIZEMIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />- <br />2x6(MIN 2 X 3)2-3116 TAPCON <br />.3114' <br />PRE -CAST 4 <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 19' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1W MIN. 2.12d PER BLK. EA END <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />CMU WAL <br />MU WALL <br />n SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />5 <br />r <br />SINGLE #5 CORNER <br />BAR, 30x3O 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 rr <br />BOND.BEAM CHANGE ` <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />1 N. RONALD REAGAN 01 <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />8V8DM do LOT <br />ABBOTT PARK <br />LOT #18 <br />BLK #11 <br />PROJECT# <br />04181.000-18111 <br />MODEIr <br />4EBB <br />"1828-CALI" <br />GARAGE SITI MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXE C <br />AA <br />NO <br />DATE: 09/21/21 <br />sOALE: 1/4"=1'-0" <br />DHEET <br />S2.1A <br />