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NOTES TO THE INSPECTOR/CONTRACTOR <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />BOND BEAM <br />* 8 <br />1#5 <br />BOND BEAM <br />t1l <br />VERTICAL REBAR W/ 10" HOOK / 1 1 'sp�• J(` 8a16 DBL. BOND TOP OF <br />QE<<' BEAM Wl (1) #5 BAR BOND BEAM <br />\Q� $ EACH COURSE <br />• G <br />8X8 BOND BEAM TOP OF <br />• �QEa\� W/(1)#5 BAR .`. BOND BEAM <br />F FILLED W/ GROUT <br />3W TYPICAL I �\ANO U = UNFILLED GROUT SOLID FROM TOP <br />Y�Q NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF M5'S, IN E BOND BEAM, IF FILLED LINTEL. <br />f15 BAR IN BOND BEAM BEAM COURSE <br />�/c <br />� SEE NOTE 5 <br />A6-1 T/1 8X8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />(GF NOMINAL �� LENGTH OF BAR - WIDTH OF MASONRY <br />ig QIF HEIGHT # OF #VS, TOP <br />CORNER OPENING-2" <br />IT IS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION <br />THAT XFXX- 1T/1M/08 INDICATES A DOUBLE BOND BEAM # OF #VS, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 314"=l'-0" <br />REINFORCING OF BOND BEAM AND XFXX-1T OM OB INDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L') REFER <br />IT IS THIS ENGINEER'S INTENT TOP <br />SCALE: 3/4"=1'-0" AND XUXX- 1T/1M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS <br />0. LINTEL OF OPENING <br />WINDOW <br />PRE -CAST 3114" <br />WINDOW A' <br />SILL Z <br />a SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SCALE: 1 112"=r-0" <br />I. 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 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 WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BONO 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 />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3)1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .S00 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />18"O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2X6 (MIN 2 X 3) 23/i6 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SRE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 114") 8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1.1/4" <br />EMBEDMENT <br />2X8 (MIN2 X3)2-3/16 <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 />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED, <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM 4 _, <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003328 <br />4 <br />m <br />b <br />r-BUNDM & LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />04181.000-07151 <br />MODEIA <br />4EBB <br />"1828-CAU" <br />GARAGE EWING. <br />LEFT <br />PAGE: <br />DETAILS <br />k.160 MPH EXP. C <br />