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#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WY 10" HOOK <br />30"TYPICAL <br />#5 BAR IN BOND BEAM — <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=t'-0' <br />OPEN FACE SHELL SO <br />AS TO ALLOW BENT <br />BAR TO BE PLACED IN <br />UPPER AND LOWER <br />BOND BEAM <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOWN <br />4 <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING(L2) <br />AS DEPICTED HEREIN. <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING <br />2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1S" DEEP. <br />F� F = FILLED W/ GROUT <br />U = UNFILLED <br />IOMINAL # OF 05'S, IN 2ND BOND <br />WDTH BEAM COURSE <br />16-1T/1M/ B <br />NOMINAL—� <br />HEIGHT # OF 95'S, TOP <br />BOND BEAM COURSE <br />IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM <br />THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL <br />AND XFXX - 1 T/OM108 INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE -CAST <br />•31AS <br />4. Iv <br />WINDOW <br />SILL Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 1/2'=7'-0" <br />SINGLE #5 CORNER �TO <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE#68AR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />7 ELEVATION OF BOND BEAM <br />TYP. <br />BE <br />BOND BEAM <br />�, <br />1#5 <br />TYP. WOO' <br />1p <br />BOND BEAM <br />,• ": <br />8x16 DBL BOND TOP OF <br />BEAM W/(1)#5 <br />BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM T <br />W/(1)*5 BAR .y�; BOND BEAM <br />GROUT SOLID FROM P <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LINTEL W# (1) #5 BAR (L2) MASONRY <br />LENGTH OF BAR =WIDTH OF <br />DPE"'NG-2' OR BEAM DESIGNATION <br />r� <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS mo . <br />WOOD SE0710111 <br />FABBiBIlF AG <br />d. =2" MIN, 2 J' MAX <br />4 = 2 t' MIN, 8' MAX <br />mw <br />c, =1 J' MIN, 2 } MAX <br />e. = f MIN, 2 J' MAX <br />d. =2" MIN, 2 §" MAX <br />A=2 t"MIN, V MAX <br />MIN, 2 j' MAX <br />e. MIN,2e MAX <br />d. =2" MIN, 21" MAX <br />= 2 t' MIN, 9" MAX <br />mw <br />& =1 a MIN, 2 J' MAX <br />e._t'MIN, 2� MAX <br />'MUST HAVE 2 OR MORE LONGITUDINAL <br />ROWS OF NAILS <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 *'OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />a = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />a = SPACING BETWEEN ROM OF FASTENERS <br />e• = EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N.RONALD REAGANBLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />BIIIIII <br />�annn; <br />avaniv. as LOT: <br />SILVERADO <br />LOT #55 <br />BLK" #6 <br />PllOJECT <br />4128.00 -5506 <br />moaEL1 <br />4EHB <br />"2605— HAYDEN" <br />OARACE sWMG: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />