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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"=1'-0' <br />V <br />QF�\PLACE STEEL REI FORCING(L2) <br />�6C\a AS DEPICTED HEREIN. <br />\ / <br />0 <br />A \C\ <br />' <br />F = FILLED W/GROUT <br />U = UNFILLED <br />NOMINAL *BEAM <br />#5'S, IN 2NO BOND <br />WIDTHHBEAM COURSE <br />�16-1 T/1 IAA/ B <br />NOMINAL <br />g. Q� HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT *OF #5 S, BOTTOM <br />THAT XFXX-iT/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/OM/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST•31FA" <br />a <br />WINDOW <br />SILL = <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8'kB I <br />m <br />i. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <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 />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH .(1)#5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />iaYb <br />TWO COURSES ARE BOND BEAMS WITH A#6 BAR IN EACH COURSE. <br />TYP. BN18' �p <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM <br />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 <br />1#5 <br />TOP OF THE LINTEL <br />8" <br />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. <br />8xi8 DBL BOND TOP OF <br />BEAM W/(1)#5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM TOP OF <br />W! (1) aY5 BAR '.4. BOND SEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF SCND OF OPENING <br />BEAM <br />Sx8 PRE -CAST CONCRETE <br />LINTEL W/ (1)#5 BAR (L2) MASONRY <br />LENGTH OF BAR =WIDTH OF <br />OPENING-2' BEAM DESIGNATION <br />OR 2 <br />6x8 PRE -CAST CONCRETE SCALE: 314"=1'-0' <br />LINTEL, W/O STEEL (L1)REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3) 1-3/16 — <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />114"18" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZEA45 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-11W <br />EMBEDMENT <br />2.8 (MIN 2 X 3) 2-3/10 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE, 145 MIN HEAD <br />S1ZE .300 MIN EMBEDMENT 1rSECURE <br />1/4") 8" FROM EACH ENDAND W/18"OC. MAX. MIN1-1/4" END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-lY' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www,abdesigngroup.eom <br />AA#: 0003325 J <br />s <br />tl <br />a <br />au=xv. ae Loai <br />SILVERADO <br />LOT #13 <br />BLK- #7 <br />PlloJmCTA/ <br />04128.002-13071 <br />moaa:u <br />4EBB <br />"1828-CALI" <br />oARAGZ sVItxo: <br />LEFT <br />PAOIM <br />DETAILS <br />150 MPH EXP. B <br />L AR No 93723 A <br />DATA 3/08/19 <br />■CAUM 1/4"=f-0" <br />.li1mT <br />S2.1A <br />