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#5 CORNER BAR W/ 30" LAP FOR EACHREINFORCING <br />OF BOND BEAM <br />VERTICAL REBAR W/ 10' HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />OF BOND BEAM <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR 81S1e" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />�\NO REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16'5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM <br />�G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST V,#5 <br />L IS PLACED. THE STEEL <br />pCOURSE OF BOND BEAM IS OMITTED AND A LINTECOURSE <br />FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL e„ , <br />�\\�'�p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *=�t <br />1^'SfGF�'� 8xl6 DBL BOND TOP OF <br />/ ,\Y\• �,Q� BEAM W/(1)05 BAR BOND BEAM <br />•\O EACH COURSE <br />G 8x8 BOND BEAM TOP O <br />• �pQEa\a W/(1)#5 BAR BOND BOND BEAM <br />f = FILLED W/ GROUT <br />�NOMINAL U=UNFILLED LINTEL TOP OFGROUT SOLID OSOTo OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT <br />BEAM COURSE <br />SEE NOTE 5 <br />A\\4' p 8x8 PRE -CAST CONCR <br />16-1 T/1 / B <br />NOMINAL�� LINTELW/(1)#5BAR(MASONRY <br />Qp' HEIGHT # OF #5'S, TOP LENGTH -F BAR = WICORNER QPE"'NG-2BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING <br />THAT XFXX- 1THM)081NDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX- 1TJDMN8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT ISTHIS ENGINEER'S INTENTAND XUXX-1TAM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATITOP <br />UNTEL OF OPENI G <br />AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />SINGLE BOND BEAM <br />2x4 (MIN 2 X 3)13/16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 IN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4") 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />16' O.C. MAX. MIN 1-114, <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />3 <br />2X6 (MIN 2 X 3) 23/16 TAPCON <br />-. 1 W' <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW N <br />SIZE145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 6" <br />SLOPE <br />FROM EACH END AND 18" <br />70 <br />O.C. MAX. MIN 1.1/4" <br />`Zb <br />EMBEDMENT <br />4 <br />2x8 (MIN 2X 3)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 BLACKING <br />BAR TO BE PLACED IN <br />1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />BOND BEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16' OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />5 <br />3 <br />6cALE:a+4"=1'-a' <br />SCALE: 3/4"-1'-0" <br />v <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� <br />I <br />ISINGLE <br />#5 CORNER <br />BAR, 30x3O TURNED UP <br />5 CI` R O I I <br />T <br />OR TURNED DOWN INTO SEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />$ <br />II I II <br />G8x8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />OF BOND BEAM <br />07ELEVATION <br />SCALE: 3/4"=1' O" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />V SCALE: 3/4"=1'-0" <br />A R C N I T! C T II <br />G esi PO-. <br />91 N. RONALD REAGAN BL1 <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX: 407-774.4078 <br />www.abdeslgRgroup.com <br />AA #: 0003325 <br />1 <br />F <br />1 <br />11113 <br />9VHDIV. AC L.OT <br />SILVERADO <br />LOT #6 <br />BLK #16 <br />PROJECT# <br />03719.001-06161 <br />MODEL <br />"2558-HAWTHORNE" <br />GARAGE OWING* <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />