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#5 CORNER BAR W/ 30" 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 <br />NOTES TO THE INSPECTOR/CONTRACTOR TYR gk6. <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM B 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. fts <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING # <br />PLACE STEEL HEIGHT. <br />OFR>� REINFORCING (L2) 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. B"xl6" b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />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#5 <br />TOP OF THE LINTEL. <br />d JNNa 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />6FEP Bx16 DBL BOND TOP OF <br />/ 2 e Fa BEAM W/ (1) #5 BAR BOND BEAM <br />,tpa� EACH COURSE <br />• <br />• Ed�NO W/ (1) #S BARONDAMI05440 <br />BONDBEAM <br />k F = FILLED W/ GROUT <br />I S�O U =UNFILLED GROUT SOLID FROMTOP <br />NOMINAL LINTEL TO TOP OF BOOF OPENING <br />WIDTH # OF #"S, IN 2ND BOND BEAM, IF FILLED LINT <br />BEAM COURSE <br />_� /— R SEE NOTE 5 <br />�S FEFEO _J„16-1T/11YI/ LJ LINTEL W/(S #S BARR <br />0 pQ£ NOMINAL LENGTH OF BAR =WIMASONRY <br />HEIGHT #OF#5'S,TOP OPENING-2• BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XFXX-iT/1 M,OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3/4"=t'0 <br />ANDXFXX - 1 TIDWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LOCATI <br />AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN2X3)1-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />114") 8" FROM EACH END AND <br />16.0.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST .3 W" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL - <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4') Er' <br />o SLOPE <br />FROM EACH END AND 16• <br />O.C. MAX. MIN 1-114' <br />m <br />EMBEDMENT <br />2x8 (MIN 2X 3)2-3116 <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 />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />VCMUWALSHEATHING <br />EMBEDMENT <br />7/1 <br />TYPICAL MASONRY WINDOW <br />L <br />SILL CONSTRUCTION <br />ARCHWAY FRAMING DETAILS <br />r = <br />SINGLE #5 CORNER <br />BAR, 30x3O TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />STEEL REINF. OF AT EACH SIDE <br />OF ATION C <br />BOND.BEAM CHANGE <br />CHANGE `� EI <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 3/4"=t'-0" <br />.1 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774�078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />J <br />S <br />I� <br />Q <br />r <br />aysD:v at LoT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #13 <br />PROJECT# <br />04181.000-02131 <br />MODELa <br />4EBB <br />"1828-CALI" <br />GARAGE 9111ING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />• • : • • 71 <br />• e< Ni 0 <br />DAR= 09/21/21 <br />SICALE: 1/4"=1'-0" <br />SHEET <br />kIIIS2.1All <br />