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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 314"=V-0" <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP.6'k6" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D i#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. <br />OFF\ REI FORCING (L2) 4. HE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6XIW ro <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />O / 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 1#5 <br />/ TOP OF THE LINTEL. <br />�'�� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />/ x of o N) TOP OF <br />BEAM W/ (I8xI6 DBL. SO 5 BAR BOND BEAM <br />•O� 9 EACH COURSE <br />G 8z8 BOND BEAM TOP OF <br />• �G�\� - W/ (1) #5 BAR BOND BEAM <br />F = FILLED W/ GROUT` <br />.�Y\ U =UNFILLED GROUT SOLID FROM TOP <br />OF <br />.J1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM <br />BEAM COURSE <br />� SEE NOTE 5 <br />�A\� 16-1 T/ 1 M/ B 8z8 PRE -CAST CONCRETE <br />p.� �FE� NOMINAL—�� LINTEL W/(i)#S BAR (L2) <br />PQ HEIGHT #OF#5'S,TOP LENGTH OF BAR WIDTH OF MASONRY <br />9 OPENING-2" <br />BOND BEAM COURSE OR 2 BEAM DESIGNATION <br />IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8z8 PRE -CAST CONCRETE SCALE:34"=1'-0" <br />THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />Of OPENING <br />PRECAST HEADER(MIN) <br />2z4 (MIN 2 X 3)14/16 <br />TAPCON OR DRIVE PIN (MIN <br />MIN <br />WINDOW <br />SIZESHAN300 MEN EMBEDME.145 <br />NT 1 <br />1/4") 8' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />3 <br />2X6 (MIN 2 X 3) 2-3/16 TAPCON <br />. 1/4" <br />PRECAST a <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4") 8" <br />'a SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />^ <br />EMBEDMENT <br />2z8 (MIN2X3)23M6 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE .1MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116"OSSVCMUWALL8HEArHINc <br />18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END <br />EMBEDMENT <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE:1112"=1'-0" <br />ARCHWAY FRAMING DETAIL <br />5 <br />O NOT USED <br />SCALE:34"=1'-0 <br />ONOT USED <br />ONOT USED <br />L441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.eom <br />AA M: 0003326 <br />Ita <br />o <br />9 <br />� <br />g <br />BVSDIV. Aa IrOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #10 <br />[PltOJMCT# <br />04181.000-04103 <br />HODZU <br />3ELB <br />"1239—LAYTON" <br />GARAGE 8TfW0: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />DAB 11/25/19 <br />mcm.E: 1/4"=1'-0" <br />aIaEET <br />S2. IA <br />