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NOTES TO THE INSPECTOR/CONTRACTOR <br />TYP. 8"x8" 1#5 <br />1 PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM <br />i 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 />REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />AS DEPICTED HEREIN. <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $0 THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9)K16" <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 />95 CORNER BAR W1 30" LAP FOR EACH <br />COURSE OF BONO BEAM <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE #5 <br />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM 13 TO BE NOT LESS THAN 16"DEEP. <br />VERTICAL REBAR Wl 10"HOOK <br />8xl 6 DBL. BOND TOP OF <br />BBEAM Wl BOND BEAM <br />I? (1) <br />EACH COURSE <br />8KS BOND BEAM TOP OF <br />Wt (1) #5 BAR BOND BEAM <br />FROM <br />30" TYPI AL <br />F FILLED W/ GROUT <br />U UNFILLED GROUTSOLI DFROM T <br />NOMINAL LINTEL,TO TOP OF BOND CoFp0;PENI.G_T� <br />III OF #5'S. IN 2ND BOND <br />WIDTH BEAM COURSE BEAM, F FILLED LINTEL. <br />0 BAR IN BOND BEAM <br />SEE NOTE 5 <br />8x8 PRE -CAST C CRETE <br />6-1T/1�/(B <br />L NTEL W/ (1) #5 (L2) <br /># 'L2) <br />tNGTH <br />'S' <br />0 <br />N MINAL LIE BAR <br />OF MASONRY <br />WIDTH OF <br />HEIGHT # OF #5*S, TOP — OPENING - 7 <br />BEAM DESIGNATION <br />CORNER <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR <br />THAT XF)O(- ITllM/0B INDICATES A DOUBLE 13OND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE <br />' CRETE <br />REINFORCING OF BOND BEAM <br />AN XF)O(- IT/OMOOB INDICATES A SINGLE BOND BEAM T <br />PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER 0. <br />L (L' <br />ITI THIS ENGINEERS INTENT <br />S LOC TIC S <br />AND XUXX � IT/IM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP <br />LINTEL <br />AND XUXX - IT/OM108 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 />Z�' <br />SHANK SIZE.145 MIN HEAD <br />WINDOW <br />SIZE 300 MIN EMBEDMENT I <br />SINGLE BOND BEAM <br />1/4" 1 B' FROM EACH END AND <br />AT LOWER ELEVATION <br />18"O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />#5 BAIR BENT <br />ASSHOWN <br />2x6 (MIN 2X 3)2-3116TAPCON <br />3 IX <br />PRE -CAST 4 <br />OR DRIVE PIN (MIN SHANK <br />WINDOW <br />SILL <br />SIZE. 145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1W) 8- <br />qlN <br />SLOPE <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1AX' <br />EMBEDMENT <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 I 2X4 SOLID BLOCKING <br />BAR TO BE PLACED <br />1/4") 8' FROM EACH END AND SECURE TO SHEATHING W/ <br />UPPER AND LOWER <br />#5 MIN. REQUIRED IN <br />19'O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END <br />BONDBEAM <br />EACH CELL HOOKED IN <br />EMBEDMENT <br />TOP BOND BEAM Wt <br />7116" OSS SHEATHING <br />STANDARD ACI HOOK <br />TYPICAL MASONRY WINDOW <br />CMU WALL <br />SILL CONSTRUCTION <br />CORNER BARS <br />4 <br />ARCHWAY FRAMING DETAIL <br />AT CORNER STEP <br />'����SCALE �l <br />SCALE: 3/4!'=l'-U' <br />PROVIDE 3" DIA. HOLE IN <br />LINTEL SO THAT VERT. <br />REINF. BAR CONTINUES <br />THROUGH LINTEL, <br />SINGLE #5 CORNER------,,, <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />I <br />8x8 CMU P ER <br />N-L :�::,l I PROVIDE #5 BAR <br />Wl SINGLE OR DOUBLE REINF. GAR(S), <br />AT EACH SIDE <br />SEE PLAN. <br />ST =LREINF, OF OF ELEVATION <br />ENSURE THAT PIER GROUTS BENEATH <br />BOND.BEAM CHANGE <br />LINTEL. <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />SINGLE LINTEL, MULTIPLE OPENINGS <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup. m <br />AA *. 0003325 <br />mm** <br />r DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFrING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH.. .. <br />F.: =2802 <br />1"BUDDIV. Se LOT'I <br />SILVERADO <br />LOT #24 <br />BLK #10 <br />Pnoa=T# <br />03719,000-24 <br />mopmu <br />2795-B <br />C&AXAGIC NWINM <br />LEFT <br />PAGM <br />DETAILS <br />%,150 MPH EXP^ <br />"p mmm*l <br />10/30/20 <br />s*mwr <br />S2. 1A <br />..Of <br />