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IF <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYR8`'Xs" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM LO 1#5 <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />PLACE STEEL \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />\"\ HEIGHT. <br />�OF REINFORCING (L2) 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 1#5 <br />TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x18" <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />a_ <br />#5 CORNER BAR WI 30" LAP FOR EACH <br />OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL <br />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 />!i \!�• 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. �— <br />/ <br />VERTICAL REBAR N 10" HOOK <br />PF'O 8x18 DBL. BOND TOP OF <br />/ <br />P�$ <br />BOND BEAM <br />BEAM W/ (1) #5:.OFE. <br />/\O B EACH COURSE <br />• <br />G 8x8 BOND BEAM TOP OF <br />L BOND BEAM <br />• Q�Gr\\� N (1) #5 BARI-ON <br />30" TYPICAL <br />FO F=FILLED W/GROUT <br />I �O U =UNFILLED GROUT SOLID FRNOMINAL <br />LINTEL TO TOP OPENING <br />WIDTH # OF #5'S, IN 2N0 BOND gEAM, IF FILLED BEAM COURSE#5 <br />BAR IN BOND BEAM <br />SEE NOTE 56-1 <br />1_C/l/ <br />PRE -CAST Cp�y�F�� <br />T/ 1 <br />1 V I/8x8 <br />LINTEL W/ (1) #5 <br />NOMINAL�� <br />LENGTH OF BAR OF MASONRY <br />P1W HEIGHT # OF #5'S, TOPCORNER 0 OPENING-2"IT IS THIS ENGINEER'S INTENT BONG BEAM COURSE QR2 L.BEAM DESIGNATION <br />THAT XFXX - iTNM/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=l'-B' <br />REINFORCING OF BOND BEAM <br />AND XFXX-1T/OMroB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT <br />IS THIS ENGINEER'S INTENTTO PLAN FOR LO <br />AND XUXX- iT/IWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP <br />LINTEL OF OPENING <br />AND XUXX-1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />PRECAST HEADER(MIN) <br />2x4 (MIN 2 X 3)1-3/16 <br />SINGLE BOND BEAM <br />TAPCON OR DRIVE PIN (MIN <br />AT HIGHER ELEVATION <br />SHANK SIZEA 45 MIN HEAD <br />WINDOW <br />S ZE 300 MIN EMBEDMENT 1 <br />SINGLE BOND BEAM <br />1A-) 8" FROM EACH END AND <br />AT LOWER ELEVATION <br />18" O.C. MAX. MIN 1-114" <br />EMBEDMENT <br />#S BAR BENT <br />AS SHOWN <br />2x6 (MIN 2 X 3) 2-3/16 TAPCON <br />PRECAST 'a 1Yt" <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL g <br />512E.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8" <br />e SLOPE <br />FROM EACH END AND 18" <br />1•14" <br />EMBEDMENT <br />4 <br />2x8 (MIN 2 X 3) 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 .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — <br />BAR TO BE PLACED IN <br />114") 8" FROM EACH END AND SECURE TO SHEATHING W/ <br />/7116"OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />MIN. 2.12d PER BLK. EA. END <br />VCMUWAUL <br />BONG BEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM W/ <br />SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHFRAMINTAIL <br />G DE <br />3 AT CORNER STEP <br />5 SCALE:3A"=1'WAY-0" <br />SCALE: 3/4"=1'-(" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� <br />I <br />SINGLES CORNER <br />A <br />BAR, 30x30 TURNED UP <br />0 I ( <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />8x8 CMU PIER <br />PROVIDE BAR <br />W/SINGLE OR DOUBLE REINF. BAR(5), <br />AT EACH SIDE <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 />7 i a <br />s37� <br />6 SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 314"=1'-0" <br />L441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32150 <br />PH: 407-7746078 <br />FAX407-774.4078 <br />wwwabdeslgngroup.com <br />L AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134896-2628 <br />FAX: 8188862802 <br />atmNiv. ae LAT <br />SILVERADO <br />LOT #2 <br />BLK #13 <br />Pllon=T#► <br />03719.000-02131 <br />moDald <br />2795—F <br />GARAGX 81Flr7o: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH B <br />JUN <br />aAa/11/zo <br />scAm- 1/4"=1'-O" <br />ar>a m <br />S2.1A <br />