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#5 CORNER BAR W13d' 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 SCALE: 314"=1'-d' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. SAg' <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />cc 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 �c <br />Of REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #58AR CONTINUOUS AROUND <br />Bch AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ,#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 89c16•' ap <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />pJ� 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 />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />BEAM BOND TOP OF+ <br />W / (1) #5 BAR BOND BEAM <br />•\Q� 8 EACH COURSE <br />\\iG Bx8 BOND BEAM TOP OF <br />• pQ�� W/(1)#5 BAR .�. BOND BEAM <br />I .\1.p� U UNFILLED GROUT GROUT SOLID FROM TOP <br />.f1\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #55, IN 2ND BOND BEAM, IF FILLED LINTEL <br />BEAM COURSE <br />Q SEE NOTE 5 <br />A\gyp 16-1 T/1 Q LINTEL W/(1 #60BAR (1.2)E <br />NOMINAL—�� LENGTH OF BAR=WIDTH OF MASONRY <br />HEIGHT #OF#5'S, TOP <br />g° OPENING -7' <br />IT IS THIS EN INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-17n MPoBINgGTESADOUBLE BONG BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE SCALE:34 =1'a7 <br />ANDXFXX-1TAM DB INgCATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL (L1)REFER <br />IT IS THIS ENGINEER'S INTENT <br />AND XU7IX-17IiMgB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL OF OPENING <br />AND XUXX-1TIDMODB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN2 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"1 B' FROM EACH END AND <br />18•• O.C. MAX. MIN 1-1/4•' <br />EMBEDMENT <br />2x6(MIN 2 X 3)2-3/16 TAPCON <br />PRECAST .3114" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .3DO <br />EE7 <br />SILL <br />MIN EMBEDMENT I I/4'� S" <br />SLOPE <br />FROM EACH END AND 18" <br />- <br />O.C. MAX. MIN 1-1/4" <br />m <br />EMBEDMENT <br />2)c8 (MIN 2X 3)2-3M6 <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 />/7/le'OSB <br />18" O.C. MAX. MIN 1-,A7" MIN. 2-12d PER BLK. EA END <br />VIMUWALL <br />EMBEDMENT <br />SHEATHING <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0" <br />r <br />SINGLE #5 CORNER <br />BAR, 30x30 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 <br />SCALE: 3/4"=1'-0" <br />Ii N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />wwwabdes)gngroup.com <br />AA #: 0003325 <br />V <br />q <br />$ <br />C <br />u <br />1.4 <br />5 <br />SUDDIV. Al. LO1: <br />SILVERADO <br />LOT 9 <br />BLK 19 <br />PROJECT# <br />04128.002 09191 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 8WDIG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />aA <br />NO <br />Dw04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S2.1A <br />