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#5 CORNER BAR W! 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 101' HOOK <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. BSIB" >K <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <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 />�O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />r\G� 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" <br />�FtP 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 bt <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. , Q. <br />\1 ��p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ��c <br />PQS� F� 8x16 DEL. BOND TOP OF <br />BEAMW/(1)#58AR BOND BE—A- <br />EACH COURSE <br />'\p�� <br />G 8x8 BOND BEAM TOP OF <br />30" TYPICAL <br />W/(1)#S BAR - BONOBEAM <br />F = FILLED W/ GROUT <br />I .\\a0� U =UNFILLED GROUT SOLID FROM TOP <br />#5 BAR IN BONG BEAM <br />.]J\p NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF WE, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />SEE NOTE 5 <br />16-1 T/ 1 8x8 PRE -CAST CONCRETE <br />p85�F�� NOMINAL�� LINTEL W/(1)#5BAR (L2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />P� HEIGHT # OF #5'S, TOP <br />�M DESIGNATION <br />ITIS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />REINFORCING OF BOND BEAM <br />THAT XFXX- iTil MUB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34" 1'-0 <br />1 SCALE: 3/4"=1'-0" <br />AND XFXX-1T,OM/DB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING 40 <br />AND XUXX -1 T/OMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />2x4 (MIN 2 X 3)13/16 <br />TAPCON ORSHANK SIZE DRIVE PIN (MIN <br />it <br />WINDOW <br />SIZE 300 MIN EMBEDMENT 1 \_ <br />SINGLE BOND BEAM <br />1/4") W FROM EACH END AND <br />AT LOWER ELEVATION <br />IW O.C. MAX. MIN 1-1/4" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 23116 TAPCON <br />., <br />PRE -CAST _a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") W <br />= SLOPE <br />FROM EACH END AND 18" <br />Z0n <br />ro <br />O.C. MAX. MIN 1-1/4" <br />'L <br />EMBEDMENT <br />0 <br />_ <br />2x8 (MIN 2X3)23/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <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 />VIC 8" FROM EACH END AND SECURE TO SHEATHING <br />UPPER AND LOWER <br />BOND BEAM #5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />1W O.C. MAX. MIN 1-1/4" N <br />EMBEDMENT MIN. 2-12d PER BLK EA END <br />TOP BOND BEAM Wl <br />7/1W OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=1'-0" <br />SILL CONSTRUCTION <br />4 SCALE' 11/2'=l'-9' <br />C ARCHWAY FRAMING DETAIL <br />al <br />PROVIDE X DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />> <br />I I <br />SINGLE #5 CORNER <br />S <br />BAR, 30x30 <br />TURNED UP OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND, BEAM <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />MAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />SEE PLAN, <br />I I / <br />EL <br />STEREINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3!4"=1'-0' <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />6 SCALE 3/4"=T-0" <br />A R C N I T E C T 8 <br />Grou i gn <br />ne- <br />41 N. RONALD REAGAN BL) <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdeslgngn p.com <br />AA #: 0003326 <br />W <br />rn <br />U <br />b <br />0 <br />V <br />dl <br />O <br />eF <br />9 <br />2 <br />stmDIV de LAT: <br />SILVERADO <br />LOT #10 <br />BLK #15 <br />PROJECT# <br />03719.001-10151 <br />MODEL- <br />°2558—HATIHORNE" <br />GARAGE SW MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH A. B <br />