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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 16' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6Sc6' <br />9. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />PLACE STEEL HEIGHT. IF <br />OF 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 />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 6'06" fp <br />QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ / 4 TOP OF THE LINTEL. W�: <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. — <br />P,05' (/TG� 8xl6 DBL BOND TOP OF <br />BAR BOND BEAM <br />BEAM Wl • / \O�� $ eEl� EACH COURSE <br />G 8x8 BOND BEAM TOP OF <br />BONDBEAM <br />/ GROUT GROUT SOLID FROMTOP <br />I .\�AO� U = UNFILLED <br />.p1\� NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #5'S, IN 2NO BOND BEAM, IF FILLED LINT <br />• OQ�G�\a W/(1)#5 BAR10F. <br />BEAM COURSE <br />SEE NOTE 5 <br />9 0 16-1 T/1 �/c L8xS PRE -CAST INTEL W/ #5 BPRR <br />pO�y�F� NOMINAL—� LENGTH OF BAR =WIMASONRY <br />HEIGHT # OF #5'S, TOPCORNER OPENING -7' <br />I715 THIS ENGINEER'S INTENT BOND BEAM COURSE OR r� BEAM DESIGNATION <br />THATXFXX- 1T/iMMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3/4"=l'-d' <br />AND XFXX-tt 01wB IND CATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI <br />AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - ITMMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <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 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 6' FROM EACH END AND <br />AT LOWER ELEVATION <br />16' O.C. MAX. MIN 1.1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />31W' <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />- <br />PRE -CAST n <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 6' <br />'v SLOPE <br />FROM EACH END AND 19' <br />70O <br />oC 1-1/4" <br />`!: <br />EMBEDMENT <br />b <br />x8 (MIN 2 X 3)23116 <br />2-77 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 <br />0 MIN E 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />lm..) 8" FROM EACH END AND SECURE TO SHEATHING W! <br />/7/16'OSB <br />UPPER AND LOWER <br />16' O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK EA. END <br />VCMUWALL <br />#5 MIN. REQUIRED IN <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />scALE,,/2"=,{Y• <br />5 scALE:34=1'-D' <br />SCALE: 3/a'=1'-O" <br />v <br />PROVIDE 3" OIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL <br />I <br />> I <br />SINGLE #5 CORNER I <br />BAR, 30x3D TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />EF <br />� <br />FILLED CELL BOND. BEAM <br />0 <br />II I II <br />11 Bx6 CMU PIER <br />PROVIDE #5 BAR <br />YYY W/SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I I / <br />STEEL REINF. OF OF ELEVATION <br />RE ENS UTHAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE; 3/4'"=1'1Y' <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX: 407-7744078 <br />wwwabdeslgngroup.com <br />AA #: 0003325 <br />b <br />gQ <br />F <br />k <br />N <br />W <br />O <br />SVSDIV. Ae LOT: <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT# <br />04181.000-32121 <br />MODRIA <br />3EEB <br />"2260—ELSTON" <br />GARAGE SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />vo.160 MPH EXP. C <br />