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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W 10" HOOT( — <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-0' <br />04 <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />x1 <br />eQ <br />F = FILLED I#GROUT <br />U = UNFILLED <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP r,8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />gQSlp SEW2. <br />gig <br />IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR 84 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 />1#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. <br />TYP. 8'k16' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM <br />•• <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 />1#5 <br />TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />_ 1 J <br />v� <br />- WIDTH <br />WIDTHTM <br />—*Or "'S, IN 2ND BOND <br />BEAM COURSE <br />16ro11 /QB <br />NOMINAL�� <br />P� <br /># <br />HEIGHT <br />x ne xc e T <br />IT IS THIS ENGINEER'S INTENT �`^•" �"^^' "`^'^"� <br />THAT XFXX-1T/1 M,UB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX-,TAMKIB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEERS INTENT <br />AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE CAST '�31AP <br />4_ <br />WINDOW <br />SILL Z <br />ELOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE:, 1/2'=,•-O' <br />8.16 DBL BOND TO F <br />BEAM W/ (1) #5 BAR' BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />Wt(1)#5 BAR <br />Cl= <br />BEAM, IF FILLED LINTEL <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />MASONRY <br />LENGTH OF BAR WIDTH <br />OPENING-? <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Ll) REFER <br />TO PLAN FOR LOCATIONS <br />mo . <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 />1/4") 8" FROM EACH END AND <br />,0" O.C. MAX. MIN,-lW <br />EMBEDMENT <br />24 (MIN 2 X 3) 23116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEADSIZE.300 <br />MIN EMBEDMENT 1 1/4") 8' <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1W <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 <br />2- SOLID BLOCKING <br />1/4°) 8" FROM EACH END AND <br />SECURE TO SHEATHING W <br />78" O.C. MAX. MIN TAX <br />MIN. 2-12d PER BILK EA END <br />EMBEDMENT <br />OSS SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />SINGLE #5 CORNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACSIDE <br />STEEL REINF. OF OF ELEVH ATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 SCALE: 3/4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 0: 0003325 � <br />lie <br />IL <br />lid <br />m <br />�d <br />c <br />geglE <br />BVSDIV. ec MI <br />ABBOTT PARK <br />LOT #19 <br />BLK #8 <br />PHASE 2A <br />P1toi=T# <br />04 81.000-19082 <br />MODZ ,: <br />4EBB <br />"1828-CALL" <br />GAP—*MZ 81111ING. <br />RIGHT <br />PARSE: <br />DETAILS <br />160 MPH fA. C <br />IMA ABDCiM/ <br />DA 12/07/21 <br />scALE:1/4"=1'-0" <br />ammum <br />S2.1A <br />