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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP 8"XB" m 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <br />2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. ma <br />\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING #-L4 <br />PLACE STEEL <br />HEIGHT. <br />OFF\ REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />r\G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 <br />�E <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8"X16' <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM � <br />#5 CORNER BAR WI30" LAP FOR EACH <br />OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />/ TOP OF THE LINTEL. <br />/ A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.' 8 <br />VERTICAL REBAR WI 10" HOOK <br />pv5 �,\ �Q <br />/ •��•�' 0 QPF'�� REAM W/ (1)# B5 BAR BOND BEAM <br />EACH COURSE <br />'\O <br />G SX8 BOND BEAM TOP OF <br />WI(1)#5 BAR .ti; BOND BEAM <br />30" TYPICAL <br />��Q��\� <br />F = FILLED W/ GROUT <br />I \\\O U =UNFILLED GROUT SOLID FROM TOP <br />.q1\� NOMINAL LINTEL TO TOP OF BONG OF OPENING <br />WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />B <br />�,16-1T/11�11/ L���W .�(��E <br />NOMINAL <br />LENGTH OF BAR WIDTH OF MASONRY <br />HEIGHT #OF#VS,TOP OPENING-2 <br />CORNER <br />IT IS THIS ENGINEER5INTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />THAT XFXX-1TI M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" <br />REINFORCING OF BOND BEAM <br />1 <br />AND XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />SCALE: 3l4"=1'-0" <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - lTilM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP oo <br />LINTEL OF OPENING <br />AND XUXX-1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />I <br />SNGLE BOND BEAM <br />2X4 (MIN 2 X 3)1-I16 <br />AT HIGHER ELEVATION <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE. 145 MIN H <br />WINDOW <br />SIZE .300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1/4-) 8- FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-19" <br />EMBEDMENT <br />#5 BAR M BEId <br />AS SHOWN <br />2X6 (MIN 2 X 3) 23/16 TAPCON <br />PRECAST -`a 1' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT I I/4')8" <br />- SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" 77 <br />'L <br />EMBEDMENT <br />9 <br />2X8 (MIN 2 X 3) 2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4 8" FROM EACH END AND <br />") SECURE TO SHEATHING W/ <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/t 6" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />� L CONSTRUCTION <br />SILL <br />BARS <br />'* <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE: 1 1/2"=V-0" <br />G <br />3 <br />SCALE: 3/4„=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />ISINGLES <br />CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />CMU PIER <br />PROVIDE #5 BAR <br />Wt <br />W/SINGLE OR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />I I / <br />STEEL REINF. OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL. <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 <br />SCALE: 314"=1'-O" <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-0078 <br />www.abdea)gngroup com <br />L AA #: 0003325 <br />DRAFTING I <br />A B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MS-2628 <br />FAX 8138862802 <br />ONDIV. ae LOT <br />SILVERADO <br />LOT #16 <br />BLK #14 <br />ROJECT# <br />03719.000-16141 <br />"2'7 <br />795-B <br />GARAGE STI MG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />