Laserfiche WebLink
#5 CORNER BAR W/ 30^ LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ ia' HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <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 />7a, 1is <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' a' <br />V� <br />taG��Ok <br />V� <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - 1T/1 M/08 INDICATES A DOUBLE BOND BEAM <br />AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM <br />WINDOW <br />PRE-CAST.3 tA#' <br />a <br />WINDOW <br />SILL <br />SLOPE <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />i A 00 p <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />1. PLACE LINTEL ACROSS TOP OF OPENING, <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 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) 05 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />f� F = FILLED W/GROUT <br />U = UNFILLED <br />OMIHAL # OF #5'S, IN 2ND BOND <br />ADTH BEAM COURSE <br />-16-1T/11 /c B <br />NOMINAL <br />HEIGHT # OF #5'8, TOP <br />BOND BEAM COURSE <br /># OF #5'8 <br />, BOTTOM <br />PLACED IN LINTEL <br />TYPICAL MASONRY WINDOW <br />4 SILL CONSTRUCTION <br />SCALE: 1 <br />SINGLE #5 CORNER 1 <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL j BOND. BEAM <br />PRO <br />RATOVEACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />BOND BE <br />BOND BEAM <br />1#5 <br />TYP. SNIO' <br />tp <br />BOND BEAM <br />806 DEL BOND P F <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8.8 BOND BEAM <br />W/ (1) 06 BAR .y�; BOND BEAM <br />GROUT SOLID FROM T <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />8x8 PRE -CAST CONCRETE <br />LENGTH O(F a RA �W1D H of MASONRY <br />OPENING-7 <br />OR BEAM DESIGNATION <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS b T P <br />WOODSECB011 <br />FAM11011 PAC818 <br />d. -7' MIN, 2 t' MAX <br />e. = 2"MIN, #" MAX <br />mad <br />& =1 �' MIN, 2 �' MAX <br />_ - MIN, 2 /e" MAX <br />d. =7' MIN, 2 f' MAX <br />0.=2} MIN,B"MAX <br />Wm <br />& =1 �' MIN, 2 t' MAX <br />ed = }" MIN, 2 �' MAX <br />d.=7'MIN, 2}"MAX <br />0. = 2 t' MIN, 8" MAX <br />mw <br />&=7 }"MIN, 2 eMAX <br />e.=}'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 />& = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />a = SPACING BETWEEN ROWS OF FASTENERS <br />ea = EDGE DISTANCE <br />$ DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdaslgngroup.com <br />L AA M: 0003325 . <br />ANNE <br />W <br />W <br />0 <br />SILVERADO <br />LOT #11 <br />BLK. # 12 <br />P1WJ�CT/ <br />04128.002-11121 <br />l zmx.t <br />4EHB <br />"2605- HAYDEN" <br />owPnas 81FM t <br />LEFT <br />PQIO& <br />DETAILS <br />150 MPH EXP. B <br />Dw� il/1S/18 <br />8C,% � 1/4"=1'-0" <br />Elmo= <br />%s2.1 L <br />