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#5 CORNER BAR WI 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK — <br />30" TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=l'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />ia�"d-O <br />OS�F�P� <br />.Q91 <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) #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 BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />T F =FILLED W/ GROUT <br />U=UNFILLED <br />fA0 NO <br />NOMINAL <br /># OF #5'S, IN 2ND BOND <br />W WIDTH <br />BEAMCOURSE <br />s�v0�16-1T/1B <br />�/c <br />NAL <br />g?91 <br />HEIGHT # OF #6'S, <br />TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM <br />COURSE <br />THAT XFXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM <br /># OF #5'S, BOTTOM <br />AND XFXX -1T/OM/OB INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE-CAST•31MT' <br />WINDOW <br />SILL Z <br />.E SLOPE <br />a <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2"=V-0" <br />TYR " BOND BE <br />BOND BEAM <br />1#5 <br />TYP. B"xl6" <br />BOND BEAM <br />1#5 <br />BOB DEL. BOND TOP OF <br />BEAM W/ (1) #5 tj BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />.ti; BOND BEAM <br />GROUT SOLID FROM <br />O <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL WI (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2" <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRE -CAST CONCRETE <br />L SCALE: 3/4°=1'-0" <br />LINTEL, WIO STEEL (LI) REFER <br />TO PLAN FOR LOCATIONS <br />rno . <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 />SIZE .300 MIN EMBEDMENT 1 <br />114') 8' FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 14)8" <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <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 1 <br />1/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1414" <br />EMBEDMENT <br />2X4 SOLID BLOCKING <br />SECURE TO SHEATHING W/ <br />MIN, 2-12d PER BLK. EA. END <br />—CMU WALL <br />5ARCHWAY FRAMING DETAILS <br />SCALE: 314" = V-0' <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL N I BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BONG. BEAM 1-1. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=V" <br />JUN <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL327W <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup m <br />l AA M: 0003325 <br />C <br />R <br />� <br />yss <br />C <br />14 <br />sUSDiv & LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #8 <br />PROJECT/ <br />04181. 00-09081 <br />MODErt <br />4EBB <br />"1828-CALM" <br />GARAGE SKIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />