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#5 CORNER BAR W/ 30" LAP FOR EACH - <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />N69 <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />d <br />e� <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 />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 80 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 WTH A LINTEL THE BOTTOM <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 />TOP OF THE LINTEL <br />8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. <br />c F = FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL <br />WIDTH � # OF #5'S, IN 2ND BOND <br />J1 BEAM COURSE <br />NOMINAL--" 6-1T/1M/0 <br />HEIGHT # OF #5'8, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- iTlIMM8 INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM <br />AND XFXX-1TOW0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW -11 <br />PRE -CAST '.31AV <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/Z'=1'-D' <br />BOND BEAM <br />#5 <br />TYP. 8'k18' m <br />BOND BEAM <br />8.16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />..�: BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />MASONRY <br />LENGTH OF BAR =WDTH OF <br />DPE"'"G-2' <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRE -CAST CONCRETE <br />i L SCALE: <br />LINTEL, W/O STEEL(L1) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />2x4 (MIN2X3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4-) 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2.6 (MIN 2 X 3) 2-W16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8' <br />FROM EACH END AND 18' <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.146 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") 6" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK. EA END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 3/4"-V-0" <br />SINGLE 05 CORNER <br />BAR, 30x30 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 ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: <br />1 4 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />ww .abdesigngroup.wm <br />AA #: 0003325 <br />m <br />m <br />u� <br />O <br />ypA� <br />y�pB <br />R <br />aveaiv. & LOOT: <br />ABBOTT PARK <br />LOT #15 <br />BLK #13 <br />PHASE 4B <br />PROJECT# <br />04181.04B-15131 <br />1[oaElt <br />4EBB <br />"1828-CALI" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />