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NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k6' 1>l5 <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 />\,\\� PLACE STEEL HEIGHT. <br />FOR REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. 1a� <br />r\G� STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'k16' 7O <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />TOP OF THE LINTEL. o <br />, <br />A \\� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />/ <br />F <br />��O 8X16 DEL BONI D TOP OF <br />p,05 <br />BEAM W/ (1) #5 BAR BOND BEAM <br />FM <br />EACH COURSE <br />p 8X8 BOND BEAM - TOP OF <br />• W/(1)#5 BAR "� BONDBEAM <br />30' TYPICAL <br />�OQ��\� <br />F FILLED W/GROUT <br />.\Y\p U =UNFILLED GROUT SOLID FROM TOP <br />NOMINAL LINTEL TO TOP OF BOND 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 />16-1 T/ 1 8X8 PRE -CAST CONCRETE <br />05 (DEL LINTELW/(1)#56AR(L2) <br />_ <br />LENGTH OF BAR = WIDTH OF MASONRY <br />CORNER <br />HEIGHT FO# #5'S, TOP OPENING - 2' <br />EER'S INTENT BOND BEAM COURSE 2 BEAM DESEGNAT ION <br />REINFORCING OF BOND BEAM <br />HIATXFXXNITHMIDBINDICATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 8X8PRE-CASTCONCRETE <br />1 <br />AND XFXX- ITAMIDB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li) REFER <br />IT IS THIS ENGINEERS INTENT <br />SCALE : 3/4"=1'-0" <br />TO PLAN FOR LOCATIONS <br />AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX - ITAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3) 1-3116 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD <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 />16' O.C. MAX. MIN 1-1/4" <br />_ <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />�a <br />2%6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRE -CAST 3 14T' <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1 1/4') 6' <br />= SLOPE <br />FROM EACH END AND 18" <br />1p. <br />N 1-1/4" <br />'Lk' <br />^ <br />EMBEDMENT <br />0 <br />_ <br />2%8 (MIN 2X3)2-3116 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE.145 MIN HEAD <br />AS TO ALLOW BENT <br />SIZE 30D MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />BAR TO BE PLACED IN <br />1/4" 6' FROM EACH END AND SECURE TO SHEATHING WI <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114, MIN, 2-12d PER BLK. EA. END <br />VC.IWAUL <br />BOND BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />7/16" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAYFRAMINGDETAIL <br />AT CORNER STEP <br />SCALE: 11/7'=1•-0., <br />5 <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 />— <br />> I <br />SINGLE #5 CORNER <br />A <br />BAR, 3OX30 TURNED UP <br />rA O ( I <br />OR TURNED DOWN INTO STEEL REINF. OF <br />� <br />FILLED CELL BONO.BEAM <br />a <br />II i II <br />I� <br />II <br />PIER <br />PROVIDE #5 BAR <br />/ <br />W1 <br />W/ SINGLE OR DOUBLE REINF. BAR(S), <br />AT EACH SIDE <br />I N <br />SEE PLAN. <br />/ <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 />SCALE: 3/4"=1-" <br />_SINGLE LINTEL, MULTIPLE OPENINGS <br />� SCALE: 3/4"=1'1T <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwzbdeslgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, SUITE <br />33634 <br />PH: 8133B6-2628 <br />FAX: 813586-2802 <br />avHy Dlat LoT <br />SILVERADO <br />LOT #7 <br />BLK #15 <br />P12oJECT� <br />719.001-07151 <br />aco�El: <br />2795-D <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH JtV. B <br />