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NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"x8" <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />BOND BEAM °D 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 8•' �e <br />�pF 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 1#5 <br />\,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18" <br />5. <br />D THE <br />COURSE LOF BOND BRLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />COURSE OF BONGD BEAM BOND BEAM <br />#5 CORNER BARLAP FOR EACH REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 <br />BEAM <br />/ A TOP OF THE LINTEL. <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *. 1441 N. RONALD RBLVD <br />VERTICAL REBAR W/ 101' HOOK LONGWOOGWOOD,FL 327 32760 <br />P�SEF� 8z16 DBL. BOND TOP OF PH: 407-7746078 <br />,�, • QR BEAM W/ (1) #5 BAR BOND BEAM FAX: 407-774-4078 <br />\O EACH COURSE � ebdoslgn�P com <br />G 8x8 BOND BEAM TOP OF <br />pQF.a\� Wl (1) #5 BAR .,y: BOND BEAM%AA #: 000332B <br />F = FILLED W/ GROUT <br />go <br />30" TYPICAL I \\J p U =UNFILLED GROUT SOLID FROM TOP <br />S1\� NOMINAL LINTEL TO TOP OF BONG OF OPENING <br />WIDTH # OF CO IN E BOND BEAM, IF FILLED LINTEL. <br />BEAM COURSE <br />#5 BAR IN BOND BEAM �/c <br />SEE NOTE 5 <br />16-1 T/1 8x8 PRE -CAST CONCRETE <br />P05(L�CEF� NOMINAL-� LINTELW/(1)#5BAR(L2) <br />Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY <br />0 OPENING-2 " <br />CORNER IT IS THIS THATXFXXN1T/1MN8IN ICATESADOUBLEBONDBEAM INEER'S INTENT BOND BEAM COURSE OR #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE 2 BEAM DESIGNATION <br />1 REINFORCING OF BOND BEAM AND XFXX-1T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li)REFER <br />IT IS THIS ENGINEER'S INTENT <br />SCALE: 3/4"=1'-0" TO PLAN FOR LOCATIONS T P <br />AND XUXX - 1T/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL OF OPENING <br />AND XUXX- lT/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />WINDOW <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />Y <br />R <br />#5 BAR BENT <br />ASSHOWN <br />PRE -CAST 'a IX <br />WINDOW i <br />SILL <br />SLOPE <br />7'. Lfi m <br />N <br />OPEN FACE SHELL SO X <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM #5 MIN. REQUIRED IN a <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK TYPICAL MASONRY WINDOW <br />CORNER BARS 4 SILL CONSTRUCTION <br />t(';�AT CORNER STEP SCALE:11/2"=1'-0" <br />\ v SCALE: 3/4"=l'-0" <br />d" <br />I <br />0 <br />SINGLE #5 CORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />S. <br />FILLED CELL <br />BOND. BEAM <br />e <br />e <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />aysDM ae I.GT <br />SILVERADO <br />LOT #46 <br />BLK #18 <br />PROJE <br />04128.0CT0 -46181 <br />MODEia <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SIMMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 KPH EXP. B <br />WHERE: _ <br />d. = END DISTANCE <br />s. =SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />& = SPACING BETWEEN ROWS OF FASTENERS <br />®a = EDGE DISTANCE <br />T ff2 <br />STEEL REINF. OF OF ELEVATION <br />BONG. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL <br />CHANGE IN ROWS OF NAILS <br />ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACHMENT as No <br />D 07/27/20 <br />SICALE: 1/4"= V— 0" <br />aHEET <br />%S2.1A <br />WOODSWIXIN <br />FASTBBt SPACING <br />d. =2" MIN, 2 }" MAX <br />a.-2}"MIN, 9"MAX <br />s=1}"MIN, 2}"MAX <br />6.=}"MIN, 2}"MAX <br />d. =2" MIN, 2 }" MAX <br />s. = 2 }" MIN, 9" MAX <br />w2d <br />s=i}"MIN,2}'MAX <br />MIN, 2 }'MAX <br />d. =2' MIN, 2 }" MAX <br />s. = 2 }" MIN, 9" MAX <br />w� <br />&=1 }'MIN, 21"MAX <br />e.=}'MIN,2}'MAX <br />NOTE: <br />• ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />• ALL NAILS PENETRATE ALL <br />LAMINATIONS AND AT LEAST 1 4" OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />