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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />as nPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE-01 <br />doT� <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />�nc Va�'F9 <br />ep <br />+OFa- F=FILLED WI GROUT <br />U = UNFILLED <br />NOMINAL //—# OF #5'S, IN 2ND BOND <br />WIDTH / BEAM COURSE <br />16-1 T/1 M/013 <br />NOMINAL—� N <br />a HEIGHT # OF #5'8, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM <br />AND XFXX. 1T/OMPo8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM <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 />1#5 <br />TWO COURSES ARE BOND BEAMS WITH Aft BAR IN EACH COURSE. <br />TYR 8"x16' b <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />BOND BEAM •+' <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 />m <br />TOP OF THE LINTEL. <br />e, <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />WINDOW <br />PRE -CAST. 31/4" <br />a <br />WINDOW z <br />SILL � <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/2'=1'-0' <br />8xl6 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />ToOF <br />W/(1)#5 BAR <br />.ti. BONDBEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />Sx8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR AR <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-r' <br />BEAM DESIGNATION <br />OR <br />^ <br />2 <br />BxB PRE -CAST CONCRETE <br />SCALE: 3/4"=1'4" <br />LINTEL, W/O STEEL(LI) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3)1J/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE.300 MIN EMBEDMENT 1 <br />114") B" FROM EACH END AND <br />16, O.C. MAX. MIN 1-1/4" <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 2X 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 />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-114' MIN, 2-12d PER BLK. EA. END <br />EMBEDMENT <br />OSB 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 EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4"=l'-0" <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-7744078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />ou <br />b <br />6 <br />14 <br />uu{{ <br />Q <br />�w <br />u>y <br />u'f <br />11,11 <br />Q+ <br />lilt <br />yq��,1 <br />11 <br />9tn3DIv. de LOT <br />ABBOTT PARK <br />LOT #20 BLK #12 <br />PHASE:4C <br />PROJECT* <br />04181.04C-20121 <br />IWDEL: <br />4EBB <br />"1828—CALI" <br />GARAGE SIM9G: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />Dnnrr <br />ATE: 2/04/22 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />S2.IA <br />