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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 16' HOOK — <br />3P 1YPIGL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-6' <br />NOTES TO THE INSPECTOR/CONTRACTOR <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 />PLACE STEEL HEIGHT. <br />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 <br />TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. <br />°eP /S. 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 BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />8. LING COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16DEEP. <br />• <br />• �gA <br />Od' F=FILLED W/GROUT <br />U = UNFILLED <br />NOMINAL # OF #5'S, IN 2ND BOND <br />WIDTH BEAM COURSE <br />s' N <br />NOMINAL <br />e HEIGHT # OF #5'S, TOP � <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THATXFXX- 1T11MAB INDICATES A DOUBLE BOND BEAM #OF #S'S, BOTTOM <br />AND XFXX-1T,OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW —1 F <br />PRE -CAST •31f9" <br />WINDOW 4. <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0" <br />BOND BEAM <br />1#5 <br />TYP. 8"xi6' b <br />BOND BEAM W__i#5 <br />�F---A` <br />8x16 DSL BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />Bx8 BOND BEAM <br />OF <br />W/(1)#5 BAR <br />..�; BOND BEAM <br />GROUT SOLID FROM <br />P <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL <br />SEE NOTE 5 <br />BxB PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2' <br />BEAM DESIGNATION <br />OR <br />Bx8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />..,o . <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 .300 MIN EMBEDMENT 1 <br />1/4") 8" FROM EACH END AND <br />IS..O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3/16 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 1-114" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1rl2d4PER <br />NG <br />1/4") 8" FROM EACH ENO ANDSHE <br />W/ <br />18'. O.C. MAX. MIN 1-114'D <br />EMBEDMENT <br />6" OSB SHEATHING <br />U WALL <br />ARCHWAY FRAMING DETAILS <br />5 <br />I — <br />SINGLE #5 CORNER <br />BAR, 3000 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 SIDEOF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />aaELEVATION OF BOND BEAM <br />SCALE: 314"=1' 0' <br />1 4, <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigagroup.mm <br />AA #: 0003325 <br />O <br />F <br />IP <br />UDDIV. & LOT:ABBOTT PARK <br />LOT #11 <br />BLK #13 <br />PHASE 4B <br />ROJECT# <br />04181.04B-11131 <br />"ODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />1 PAGE: <br />DETAILS <br />160 MPH EXP. C <br />L \ Mi NO 93723 j <br />DA 02/08/22 <br />SCALE: 1/4"=1'-0" <br />s!'IEET <br />s2.1.A. <br />