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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-U' <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1 T/1 WOB INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1 T/0M/0B INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE CAST '3 1N` <br />a <br />WINDOW <br />SILL Z <br />a <br />SLOPE <br />PLACE STEEL <br />REINFORCING (1-2)AS DEPICTED HEREIN, <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) 95 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 #6 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 BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. <br />F� F=FILLEDW/GROUT <br />U = UNFILLED <br />OMINAL # OF #5'S, IN 2ND BOND <br />ODTH BEAM COURSE <br />16-1 `T/1 M/ B <br />NOMINAL —� <br />HEIGHT # OF #5'S, TOP <br />BOND BEAM COURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE:1 111_17" <br />TYP. 85B" ;'I <br />BOND BEAM <br />TYP. 85116" <br />BOND BEAM <br />8X76 DBL. BOND TOP OF �. <br />BEAM W/ (1)#6 BAR BOND <br />EACH COURSE <br />8X8 BOND BEAM T <br />WI (1) #5 BAR .1�. BOND BEAM T <br />GROUT SOLID FROM -#TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8z8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR = WIDTH OF <br />OPENING-2" BEAM DESIGNATION <br />OR n <br />8X8 PRE -CAST CONCRETE L SCALE: 3/4'-l'-0' <br />LINTEL, W/O STEEL (L1)REFER <br />TO PLAN FOR LOCATIONS B Tn. <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 />18" O.C. MAX. MIN 1-114" <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 1-1/4' <br />EMBEDMENT <br />2X8 (MIN 2 X 3) 2-3116 <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 />5 ARCHWAY FRAMING DETAIL <br />SCALE: 3/4"=1'-0' <br />L- <br />SINGLE 45 CORNER <br />BAR. 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL t BOND.BEAM <br />PRATOVEACH SIDEIDE #5 BAR <br />STEEL REINF. OF — OF ELEVATION <br />BOND. BEAM CHANCE <br />CHANGE IN <br />7 ELEVATION OF BOND BEAM <br />SCALE: 3l4"=1=0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwAbdsalg Woup.com <br />AA #: 0003325 <br />Q <br />Q <br />4 <br />aysDiv a# Low <br />SILVERADO <br />LOT #4 <br />BLK #18 <br />P�aaocs <br />04128,001-04181 <br />MODEMA <br />4EBB <br />"1828-CALL" <br />OARAOE awirro: <br />RIGHT <br />PAOE: <br />DETAILS <br />150 MPH EXP. B <br />