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#5 CORNER BAR W/ 30' LAP FIX2 EACH <br />t .�FtP <br />COURSE OF BOND BEAM <br />VERTICAL REBAR 1N/ 10' HOOK <br />Ill�0�� <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6W <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL <br />V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING A <br />�Yt PLACE STEEL HEIGHT. <br />OF REINF0RCING(L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNDmul <br />�aGgt� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#'` <br />yY.TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8"k16' <br />/ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITHAIINTEL 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 g <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *--* <br />8x16 DBL BOND TOP OF <br />pEL� BEAM W/ (1)#5 BAR BOND BEAM <br />0 EACH COURSE <br />• <br />exe BOND BEAM TOP OF <br />• Q�Y W/(1)A6 BAR ��: BOND BEAM <br />F OQ F = FILLED W/ GROUT <br />I ,��0 U =UNFILLED GROUT SOLID FROM TOP <br />.pAO NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH #OF #5'S, R E BOND BEAM <br />BEAMCOURSE SEE NOTE 5 <br />� o �16-1T/1 LJ LINTELWl(1)T#5BAR(L2E <br />NOMINAL LENGTH OF BAR = WIDTH OF MASONRY <br />�' OPENING-2' <br />Q HEIGHT BOND BEAM DESIGNATION <br />BOND BEAM COURSE OR <br />IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34=1'-0' <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/0 STEEL(L1) REFER <br />AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP <br />OF OPENING <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 />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />1/4") W FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x5 (MIN 2 X 3) 2J/i6 TAPCON <br />.319 <br />PRE -CAST <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE.3W <br />SILL <br />MIN EMBEDMENT 11W)8" <br />- SLOPE <br />FROM EACH END AND 1W <br />O.C. MAX. MIN 1-14' <br />m <br />EMBEDMENT <br />2.8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING <br />/2.4 <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1AW MIN. 2-12d PER BLK EA END <br />VC <br />EMBEDMENT <br />SHEATHING <br />IMU' <br />TYPICAL MASONRY WINDOW <br />WAL ALL <br />MW <br />SILL CONSTRUCTION <br />4 <br />ARCHWAY FRAMING DETAIL <br />scALE: 1 yr=1_ <br />5 <br />SCALE: 3/4'=1'-0"so <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />W W W.abdeaigngrouP.com <br />L AA #: 0003325 <br />i5 <br />• <br />ZZ <br />o <br />U <br />9 <br />Ll <br />sUlwi ►. de IrO71 <br />SILVERDADO <br />LOT #65 <br />BLK #6 <br />PRon=T# <br />04128.002-65061 <br />KODEL• <br />4EAB <br />"1672—ARIA" <br />GARAGE SIMCG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />a -M oe/o4/19 <br />SCALE: 1/4"=1'-0" <br />sI;EET <br />S2.1A <br />