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NOTES TO THE INSPECTOR/CONTRACTOR TYP, 51�0 <br />1 PLACE LINTEL ACROSS TOP OF OPENING <br />. BONDBEAM <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 />'sv\ 0 REINFORC ING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH 11) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO TYP� <br />COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 6 �ot <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM B 0 N D&B)'El AM <br />#5 CORNER BAR Wl 30" LAP FOR EACH <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <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. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16'DEEP. <br />VERTICAL REBAR W/ 101' HOOK <br />8x16 DEL. BOND TOP OF <br />BEAM W/ (1) 05 BAR BOND BEAM <br />EACH COURSE <br />8X8 BOND BEAM <br />Tf <br />W/ (1) #5 BAR <br />OR <br />301, TY ICAL <br />7 <br />Ol F FILLEDWIGROUT <br />U UNFILLED GROUT SOLID FROM TOP <br />7 <br />�OF OPENING <br />NOMINAL # OF *5'S IN 2ND BOND LINTEL TO TOP OF BOND OFP.JPENING <br />#5 BAR IN BOND BEAM <br />N E <br />W DTH BEAM C06RSE BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />�/c <br />8x8 PRE <br />16_ 1 -CAST CONCRETE <br />T/1 B <br />1 <br />L NTFL Wl (1) #5 BAR <br />Ip (L2) <br />NOMINA MASONRY <br />T <br />LENGTH OF BAR = WIDTH OF <br />HEIGHT <br />CORNER <br /># OF #5*S, TOP OPENING-Z' <br />ITISTHISE GINEERSINTENT BOND BEAM COURSE OR BEAM DESIGNATION <br />REINFORCING BOND BEAM <br />THAT XFXX IT11M/08 INDICATESA DOUBLE BON BEAM # OF #5'S, BOTTOM Bx8 PRE SCALE 3lN'=l'-U' <br />'N RETE <br />C C <br />0 R <br />OF <br />AND XFXX - IT/0MMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W-e/A0SlE;TEELC(LlE)TREEFER <br />L 'L, <br />IT <br />IS THIS ENGINEER'S INT NT TO PLAN FOR LOCATIONS <br />C TOP <br />A D XUXX - lTtlMtOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />OPE <br />LINTEL OF NING <br />D XUXX - I TIOM10B I NDtCATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3) i-T16 <br />SINGLE BOND BEAM <br />Z'� <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZE. 145 MIN HEAD <br />WINDOW <br />A <br />SIZE .300 MIN EMBEDMENT I <br />SINGLE BOND BEAM <br />114") 8r'FROM EACH END AND <br />AT LOWER ELEVATION <br />18" 0. C MAX MIN 1-14' <br />EMBEDMENT <br />#5 BAR BENT <br />ASSHOWN <br />PRE -CAST <br />2XB (MIN 2 X 3) 2-W16 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />q <br />WINDOW <br />SILL <br />SLOPE <br />ffs, <br />SIZE.145 MIN HEAD SIZE.300 <br />MIN EMBEDMENT 1 1X') B" <br />FROM EACH END AND 19' <br />O.C. MAX. MIN 1-114' <br />etig <br />EMBEDMENT <br />2X8 (MIN 2 X 3) 2-W16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE. 145 MIN HEAD <br />; <br />AS TO ALLOW BENT <br />SIZE.300 MIN EMBEDMENT I 2X4 OLID BLOCKING <br />S <br />D N <br />BAR TO BE PLACED IN <br />1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN REQUIRED IN <br />18" O.C. MAX. MIN 1-1/1V MIN. 2-12d PER BLK EA. END <br />8 ONDBEAM EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM Wl <br />7116r'OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMUWALL <br />SILL CONSTRUCTION <br />CORNERBARS <br />ARCHWAY FRAMING DETAIL <br />AT <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />3 <br />r—f <br />SINGLE *05CO NER --------- <br />1: 4 <br />UR <br />BAR, 30x3o T RNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />15 <br />FILLED CELL BOND. BEAM <br />8.8 CMU P ER <br />IR.VIDE . BAR <br />Wl SINGLEIOR DOUBLE REINF. SARIS), <br />AT EACH SIDE <br />SEE PLAN. <br />STEELREINF.OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SIN_GLE LWNTEL, MULTIPLE OPENINGS <br />g 0"Ign <br />GrMourp-L=L& <br />41 N . RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abd'esigngroup.com <br />AA #:0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 10134 <br />TAMPA, FLORIDA 33634 <br />PH: Si34186­2628 <br />FAX: 813-SM2602 <br />`v <br />oxm]Dm a. Lo <br />SILVERADO <br />LOT #5 <br />BLK #10 <br />3 IPROJEC' <br />03719.006-05102 <br />2368- D <br />4 tARAGZ 8WINCI <br />LEFT <br />PAGM <br />DETAILS <br />V..150 <br />. APH E2aj <br />