Laserfiche WebLink
#5 CORNER BAR WI 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W/ 10" HOOK <br />#5 BAR IN BOND BEAM <br />CORNER <br />1 REINFORCING OF BOND BEAM <br />SCALE: 3/4'=l'-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 />l—#5 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM Wl <br />STANDARD ACI HOOK <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE: 314"=i'-0" <br />tJG��O� <br />IT IS THIS ENGINEER'S INTENT <br />THAT XFXX - iTHM/08 INDICATES A DOUBLE BOND BEAM <br />AND XFXX-1TIOM108 INDICATES A SINGLE BOND BEAM <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />F = FILLED W/ GROUT <br />U = UNFILLED <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) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY SPECIFIED $O 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 1C' DEEP. <br />71DTH # OF #5'S, IN 2ND BOND <br />BEAM COURSE <br />16-1 T/1 / B <br />NOMINAL—f� <br />HEIGHT L (1G kSC Top <br />(COURSE <br /># OF #5'S, BOTTOM <br />PLACED IN LINTEL <br />WINDOW <br />PRE -CAST •319" <br />WINDOW Z ..a <br />SILL <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />x8" BOND <br />�`1#5 <br />BOND BEAM <br />1#5 <br />TYR 817c16" <br />BOND BEAM <br />SO DBL. BOND TOP OF <br />BEAM WI (1) #5 BAR BOND BEAM <br />EACH COURSE <br />Bx8 BOND BEAM TOP OF <br />Wl(1)#6 am .`. BOND BEAM <br />GROUT SOLID FROM TOP <br />LINTEL TO TOP OF BOND OF OPENING <br />BEAM <br />Sx8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (1-2) <br />LENGTH OF BAR = WIDTH OF MASONRY <br />OPENING-2" EK. H OR BEAM DESIGNATION <br />�f <br />8x8 PRECAST CONCRETE <br />LINTEL, W/O STEEL (L1) REFER <br />TO PLAN FOR LOCATIONS me . <br />d, <br />Eb <br />-410 <br />SINGLE#SCORNER <br />BAR, 3OX30 TURNED UP <br />OR TURNED DOWN INTO <br />STEEL REINF. OF <br />Se <br />FILLED CELL <br />BOND. BEAM <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF <br />OF ELEVATION <br />BOND.BEAM <br />CHANGE <br />CHANGEIN <br />ELEVATION OF BOND BEAM <br />7 S���.=V-0"=V-0„ <br />WOOD 8=01 <br />FABMOWAVA <br />E6 =2' MIN, 2 }" MAX <br />a.=2}"MIN. 9-MAX <br />W� <br />MIN, 2 }' MAX <br />%-21' MIN, V MAX <br />Wm <br />&=1}"MIN, 2} MAX <br />ea = }" MIN, 2 }' MAX <br />Ue =2" MIN, 2 }' MAX <br />se = 2 }" MIN, 9" MAX <br />&=1}'MIN, 2}' MAX <br />ea=}"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 />4 = END DISTANCE <br />s. = SPACING BETWEEN ADJACENT FASTENERS <br />IN A ROW <br />s, = SPACING BETWEEN ROWS OF FASTENERS <br />%= EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />J."I N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeaigngroup.00m <br />L AA #: 0003325 <br />9�31 <br />FT <br />Y <br />tT <br />�y�QC <br />7 <br />111111113 <br />40 <br />x <br />Ovaasv ea ror: <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />llplmojwcT# <br />04128.002 19181 <br />MODEIt <br />4EHB <br />"2605—HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />