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NOTES TO THE INSPECTOR/CONTRACTOR <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 19' <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4"=V-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 />ASSHOWN <br />9 <br />#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W/ <br />STANDARD ACI HOOK <br />CORNER BARS <br />AT CORNER STEP <br />3 SCALE: 3/4"=1'-0" <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <br />NOMINAL—:� <br />HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM <br />AN O XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <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) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A 05 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 16" DEEP. <br /># O F #5'S, ,IN 2ND BOND <br />BEAM COURSE <br />�,_B <br /># OF #TS, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE-CAST•31AT' <br />WINDOW <br />SILL Z <br />!SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 BDALE:, ,/2"=i'-01 1/2"=1'-0" <br />SINGLE #5 CORNER 1 <br />BAR, 30X30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />BONOBEAM <br />1#5 <br />TYP. 8"xl6" <br />BOND BEAM,.': <br />1#5 <br />Bxl6 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BARIBOND.. <br />.ti: BOND BEAM <br />SOLID FRTOP <br />LINTEL TO TOP OFOPENINGBEAM, <br />IF FILLED <br />SEE NOTE 58x8 <br />PRE -CAST CLINTEL <br />Wl (1) #6 <br />LENGTH OF BAR OF <br />MASONRY <br />OPENING-2"BEAM <br />DESIGNATION <br />OR8x8 <br />PRE -CAST CE <br />LINTEL, W/O STEEFERTO <br />PLAN FOR LO <br />rno . <br />WOODSEM" <br />fAB1E11ERSPACNO <br />06 =2" MIN, 2 }" MAX <br />s. = 2 }" MIN, S" MAX <br />(4294 <br />&=1}"MIN, 2}"MAX <br />ea = }' MIN, 2 }" MAX <br />4 =2' MIN, 2 }" MAX <br />s.-2}"MIN, S"MAX <br />M2d <br />&=1}'MIN, 2}'MAX <br />e. = }" MIN, 2 }" MAX <br />8. =2" MIN, 2 }" MAX <br />s.=2}"MIN, S"MAX <br />M2XII <br />& =1 }'MIN, 2 }" MAX <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 i }" OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />d. = END DISTANCE <br />s. = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />& = SPACING BETWEEN ROWS OF FASTENERS <br />%= EDGE DISTANCE <br />DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />0 SCALE: N.T.S. <br />1441 N. RONALD REAGAN 8l <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdeaigngroup.com <br />L AA #: 0003325 <br />2 <br />� <br />b <br />C <br />is <br />ti <br />IA <br />VHDIV. & LOTBBOTT PARK <br />LOT #10 <br />BLK #15 <br />PROd10CT# <br />04181.000-10151 <br />HODZIA <br />4EHB <br />"2605— HAYDEN" <br />GAM&GI4 DMING: <br />RIGHT <br />PAG10: <br />DETAILS <br />160 MPH EXP. C <br />