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IF <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR em" 1t� <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e <br />PLACE STEEL <br />HEIGHCE <br />�0 REINFORCING (1-2) 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 />TYP. 8"X16' <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />pP <br />OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BOND BEAM <br />/ REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1i15 <br />TOP OF THE LINTEL. <br />g <br />/ A �" <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.— <br />VERTICAL REBAR W/ 10' HOOK <br />5 �\ ��O <br />' 8x16 DBL. BOND TOP OF <br />P,6 fr�L <br />BEAM W/(1)#5 BAR BOND BEAM <br />a <br />EACH COURSE <br />•\O <br />G 8x8 BOND BEAM TOP OF <br />• W/(1)#5 BAR .ti BOND BEAM <br />30" TYPICAL <br />pOp�G�\� <br />F FILLED W/GROUT <br />.\\AO U =UNFILLED GROUT SOLID FROM TOP <br />�1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #SS, IN 2ND BOND BEAM, IF FILLED LINTEL <br />#5 BAR IN BOND BEAM <br />BEAM COURSE SEE NOTE 5 <br />16-1T/1M/ B 8x8PRE LASTC1A,(L2E <br />y�\�E� <br />NOMINAL—� LINTEL W/(1)#6 BAR (12) MASONRY <br />LENGTH OF BAR =WIDTH OF <br />p� HEIGHT O OPENING-2' <br />0 <br />CORNER <br />DBEA C BEAM DESIGNATION <br />BOND <br />IT IB THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />OF <br />THAT XFXx- iTn M/oB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE -CAST CONCRETE SCALE 3/4"=1'-0" <br />1 REINFORCING BOND BEAM <br />AND XFXX- iT,OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3/4"=1'-0" <br />ITIS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX -1T/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - iT/OMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) 1-3116 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 IN EMBED MEN71 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />_ 3 <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST 14 19' <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 />Z <br />O.C. MAX. MIN 1-114' <br />O ' 2fD <br />n <br />EMBEDMENT <br />4 <br />2X8 (MIN 2X3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW SENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W! <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK STANDARD <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />T <br />ARCHWAY FRAMING DETAIL <br />CORNER STEP <br />SCALE:11Y2"=1'-D" <br />AT <br />SCALE: 3/4„=1, 0„ <br />SCALE: 3/4"=1' 0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />ISINGLE <br />#5 CORNER <br />BAR, 3Ox30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />REF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE 3/4"=1'-0" <br />�� SINGLE LINTEL, MULTIPLE OPENINGS <br />v SCALE: 3/4"=1'-0" <br />1 A C N I T I C T i <br />4 5 <br />/GroupLmS <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdealgngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-M6.2628 <br />FAX: $13-886-2802 <br />�IYIYI� <br />91111111R3 <br />OVHDIV. Je LOT <br />SILVERADO <br />LOT #1 <br />BLK #10 <br />PROJECT <br />03719.601-01101 <br />MODEL: <br />2368-DESTIN <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXF,B <br />PRINT 17 <br />DATE 08 21 / / <br />SCALE: 1/4"=1'—O" <br />8HEET <br />s2.1A <br />