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NOTES TO THE INSPECTOR/CONTRACTOR E778 <br />TYP. g'A&' hi <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />61 bl-l- <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 <br />HEIGHT. <br />0� REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. Typ ZO <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A UNTEL THE BOTTOM BOND'BEAM <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />0 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 <br />TOP OF THE LINTEL. <br />VERTICAL REBAR W/ 10" H007K - <br />a .. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16'DEEP. <br />\ <br />SX16 DEL BOND <br />�CF <br />19ONINP 7 <br />BEAM W/ (1) #5 BAR BE M <br />I -N, <br />EACH COURSE <br />8x8 BOND BEAM TOP 0 <br />Wl (1) #5 BAR BOND BEA <br />30" TY ICAL <br />7 <br />F FIULEDW/GROUT <br />U UNFILLED GROUT SOLID FROM _4TOP <br />OM <br />NOMIN L LINTEL TO TOP OF BOND o0roPENiNd <br />F NO <br />SO <br />SO' <br />_# OF #5'S, IN 2ND BOND , L NE L <br />WIDTH BEAM, IF FILLED LINTEL <br />BEAM COURSE <br />.. . <br />#5 BAR IN BOND BEAM <br />SEE NOTE, <br />8.8 PRE�CAST CONCRETE <br />16 _R ETE <br />_1 T/1 B <br />S, _INTEl_Wl(1)#5BAR(L2) <br />L2' <br />I <br />NOMINA LENGTH OF BAR =WIDTH OF MASONRY <br />T <br />HEIGHT <br />#OF#5'S,TOP OPENING-7 BEAM DESIGNATION <br />CORNER <br />IT IS THIS E GINEER'S INTENT BOND BEAM COURSE OR <br />BEAM <br />THAT XFXX - lTllM/OB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />C <br />REINFORCING OF BOND <br />AND XFXX - IT/OM/GB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WJO STEEL (Ll) REFER <br />IT I THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS <br />AND XUXX - lTllM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />ANDXUXX-1 MMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2X4 (M IN 2 X 3) 1-3116 <br />SINGLE BOND BEAM <br />Z' <br />TAPCON OR DRIVE PIN (MIN <br />E L; <br />AT HIGHER ELEVATION <br />SHANK SIZE.145 MIN HEAD I <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 />1 WO.C. MAX. MIN 1-1/4' <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2x6 (M N 2 X 3) 2-3116 TAPCON <br />177 <br />PRE -CAST 3 114' <br />OR DRZE PIN (MIN SHANK <br />WINDOW <br />SIZEA45 MIN HEAD SIZE.300 <br />SILL z <br />M <br />MIN E BEDMENT 1 11,C) 6' <br />q <br />SLOPE <br />mm. <br />FROM EACH END AND 18" <br />AX. M N -114" <br />OC M 1 1 <br />EMBEDMENT <br />2X8 (MIN 2 X 3) 2-V16 <br />TAPCON OR DRIVE PIN (MIN <br />OPEN FACE SHELL SO <br />SHANK SIZE. 145 MIN HEAD <br />AS T ALLOW BENT <br />0 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 SECURE TO SHEATHING W1 <br />Upp ER AND LOWER <br />#5 MIN. REQUIRED IN <br />1 8" 0. C . MAX. MIN 1-1/1V MIN. 2­12d PER ELK EA END <br />VCMUWALL <br />BONOBEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOPBONDBEAM W/ <br />7116" OSB SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />-THROUGH LINTEL <br />SINGLE #5 CORNER <br />t: 4. <br />BAR, 3Ox3O TURNED Up <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />SX8 CMU PIER <br />PROVIDE #5 BAR <br />W/ SINGLE OR DOUBLE REINF BAR(S), <br />SEE PLAN. <br />LA <br />A T EACH SIDE <br />STEEL REINF. OF F ELEVATION <br />0 <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND. BEAM CHANGE <br />LINTEL <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />A R C H IT I C T I <br />6 <br />Dmign <br />G r Wou j0n! <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #; 0003326 <br />roulBIDIV. ag I <br />SILVERADO <br />LOT #3 <br />BLK #10 <br />PROJECT# <br />03719.001-03101 <br />MODEL. <br />"2045-LANTANA" <br />GAMAGE 8111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. <br />m- <br />P,PltlxT mm*' <br />DATE: 08/18/21 <br />scAuc: 1/4"=l'—O" <br />Bill= <br />1%.S 2. 1 A <br />