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#5 CORNER BAR W! 3(Y' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 1d' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />1 SCALE: 34'=1'-d' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP 6'x6' <br />1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1i16 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />�\,\PLACE STEEL HEIGHTE 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 />NG 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, TYR 8"x16" jp <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />0 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 />/ �O 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />P85- Q�G� 8x16 DBL BOND TOP OF <br />BEAM W! (1) #5 BAR BOND BEAM <br />•\O EACH COURSE <br />O 8x8 BOND BEAM T P OF <br />• P.�'\� W/ (1) #5 BAR BOND BEAM <br />OF F = FILLED W/ GROWTH <br />�M TOP <br />NOMINAL U =UNFILLED LINTOUT SOLID EL TO TOP OFOBOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />SEE NOTE 5 <br />R 16-1 T l , B 8x8 PRE -CAST CONCRETE <br />NOMINAL —� <br />5 f�P LINTELW/(1)#SBAR(L2) MASONRY <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR WIDTH OF <br />9 OPENING - 7' <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX-1TIiMNBINDICATES ADOUBLE BOND BEAM #OF 1�'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-d' <br />AND XFXX-1T 0MNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS 7 <br />AND XUXX -1T/i MJOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- 1T,OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3) 1-3/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <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 />31�„ <br />M (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST to <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 />'v SLOPE <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />�t <br />2x8 (MIN 2 X 3)2-3/16 <br />VE PIN N <br />OPEN FACE SHELL SO <br />SHANK SIZCON E. 1D45 MIN HEAD <br />TO ALLOW BENT <br />SM'E83 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #S MIN. REQUIRED IN <br />16' O.C. MAX. MIN 1-1/4" MiN. 2-12d PER BLK EA END <br />VCMUWALL <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />7/16' OSB SHEATHING <br />�1 SILL CONSTRUCTION <br />CORNER BARS <br />Y <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:tt2= -0" <br />5 <br />J <br />3 <br />SCALE: 3/4"=1'-0" <br />SCALE: 374"=T-0" <br />PROVIDE 3" DIA HOLE IN <br />LINTEL $O THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />> I <br />— <br />I <br />SINGLE #5 CORNER <br />A <br />BAR, 3D'. TURNED UP <br />!N O I ( <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />() (� <br />PIER <br />8x8 CMUSINGLE' <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <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 CHANG <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEgM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />a <br />SCALE: 3/4"=l'-O" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />W <br />SUBDIV. & LOT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT# <br />04181.000-23112 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />