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MMMIN <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8"x8" 1#5 <br />1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM <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 />IGHT <br />aOF 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"06" <br />io <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM <br />I <br />#5 CORNER BAR W/ 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. a„ <br />/ A (- <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />VERTICAL REBAR W/ 10" HOOK <br />_p9 QlGP- Bxl6 DBL. BOND TOP OF <br />BEAM W1(1) #5 BAR BOND BEAM <br />a EACH COURSE <br />'\O <br />8x8 BOND BEAM 7pp OF <br />W/(1)#5 BAR .4: BOND BEAM <br />30" TYPICAL <br />F = FILLED W/ GROUT <br />.�Y\O� U =UNFILLED GROUT SOLID FROM -*TOP <br />NOMINAL LINTEL TO TOP OF BOND OF OPENING <br />WIDTH # OF #VS, IN 2ND BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />#5 BAR IN BOND BEAM <br />SEE NOTE 5 <br />p 8x8 PRECAST CONCRETE <br />A\N AGO 16-1 T/ 1 <br />O <br />5 f�iL LINTEL W/ (1) #5 BAR (L2) <br />NOMINAL—� <br />(� EF LENGTH OF BAR=WIDTH OF MASONRY <br />Q� <br />CORNER <br />HEIGHT # OF #VS. TOP <br />0 OPENING-2" <br />IT IS THIS ENGINEER'S INTENT BOND SEAM COURSE ply 2 BEAM DESIGNATION <br />REINFORCING OF BOND BEAM <br />THAT XFXX - iT/1 M/OB INDICATES A DOUBLE BOND BEAM # OF *VS, BOTTOM 8x8 PRECAST CONCRETE SCALE: —=1'-0" <br />1 <br />AND XFXX- IT INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER <br />IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP <br />AND XUXX - 1T/1MroB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX - 1T/OMMS 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 SIZEA 45 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 />18' O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAR BENT <br />AS SHOWN <br />2X6 (MIN 2 X 3) 2-3116 TAPCON <br />PRECASTMIS <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SIZE.145 MIN HEAD SIZE .300 <br />SILL <br />MIN EMBEDMENT 1114")8" <br />LOPE <br />FROM EACH END AND 19' <br />ZI° <br />MI i-1/4" <br />EMBE ENTN <br />R <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 />i/4") 8' FROM EACH ENO AND SECURE TO SHEATHING W/ <br />/7116'OSB <br />UPPER AND LOWER #5 MIN. REQUIRED IN <br />18" O.C. MAX. MIN 1-114" MIN. 2-12d PER SILK. EA. END <br />VCMUWALL <br />BOND BEAM 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 />`F <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />SCALE:112"=1'-0" <br />5 SCALE: 3l4"=1'-0" <br />3 <br />SCALE: 314"=1'-0" <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL. <br />� I <br />> I <br />I <br />SINGLE #5 CORNER I <br />BAR, 30.30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLEDLLED CELL BOND.BEAM <br />� <br />II I II <br />I <br />(I <br />II <br />II <br />8x8 CMU PIER <br />PROVIDE #5 BAR <br />W! SINGLE OR DOUBLE REINF. BAR(S), <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 />% SINGLE LINTEL, MULTIPLE OPENINGS <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdosigngroup.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, FLORIDA 33634 <br />PH: 813488-2828 <br />FAX: 8134M2802 <br />dLTHDIV. at LOT: <br />SILVERADO <br />LOT #18 <br />BLK #13 <br />PROJECT# <br />03719,000-18131 <br />mopmIa <br />2795-D <br />GARAGE 9wlr7G: <br />LEFT <br />PAGE: <br />DETAILS <br />15 PIB <br />