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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 />SCALE: 3/4"=T-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />\- 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\ PLACE STEEL HEIGHT. <br />pF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />A$ <br />DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM <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 <br />/ TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ z <br />OQ F = FILLED W/ GROUT <br />UNFILLED <br />.T1\� NOMINAL #OF#5'S, IN2NDBOND <br />WIOTH BEAM COURSE <br />16-1T/1M/ B <br />NOMINAL�� <br />0 P� HEIGHT # OF #VS, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5 S, BOTTOM <br />THAT XFXX - 1T11 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST :%IFS' <br />WINDOW <br />SILL = <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />Typ <br />BOND BE <br />BOND BEAM <br />1#5 <br />TYR 81k06" <br />�p <br />BOND BEAM <br />Bx16 DBL. BOND T P OF <br />BEAM W/ (1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W/ (i) #5 BAR.:: BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (1-2) LENGTH OF MASONRY <br />BAR = WIDTH OF <br />OPENING _2. <br />BEAM DESIGNATION <br />OR �1 <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS rno <br />PRECAST HEADER(MIN) — <br />2.4 (MIN 2 X 3) 1-3/16 <br />TAPCON OR DRIVE PIN <br />SHANK SIZE.145 MIN HE <br />SIZE .300 MIN EMBEDM <br />114') 8" FROM EACH ENI <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2.6 (MIN 2 X 3) 2-3116 Ti <br />OR DRIVE PIN (MIN SHA <br />SIZE.145 MIN HEAD SIZ <br />MIN EMBEDMENT 1 1/4" <br />FROM EACH END AND 1 <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />24 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN <br />SHANK SIZE.145 MIN HE <br />SIZE .300 MIN EMBEDM <br />114.)8. <br />FROM EACH EN <br />18" O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />ARCHWAY FRAMING DETAIL <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />ww AbdwigngrouP.mm <br />AA *: 0003325 <br />4 <br />O <br />UUU <br />U <br />Sulwiv. de LOT: <br />SILVERADO <br />LOT #22 <br />BLK. #7 <br />PROJECT* <br />04128.002-22071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE STfMG- <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />ARCHITECT: <br />SA��R�DA <br />A ABO <br />NO 937M A <br />DwRMT 06/03/19 <br />SCALE- 1/4"=1'-0" <br />SHEET <br />S2.1A <br />