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05 CORNER BAR W/ 30' LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR W 10" HOOK — <br />3P TVPXAL <br />15 BAR IN 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 />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE. 3/4"=l'-Q' <br />I-05 MIN. REQUIRED IN <br />EACH CELL HOOKED IN <br />TOP BOND BEAM W <br />STANDARD ACI HOOT( <br />CORNER BARS <br />3 AT CORNER STEP <br />SCALE. 3/4`=1'-0' <br />y UV <br />• <br />• �,s� <br />F = FILLED W GROUT <br />NOMINAL <br />U = UNFILLED <br />WIDTH ♦ OF NS'S, BOND <br />BEAM COURSE <br />16-1T/1�/cB <br />NOMINAL �� <br />HEIGHT OF N5'S, TOP <br />PLACE STEEL <br />REINFORCING (L2) <br />AS DEPICTED HEREIN. <br />6 <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX - i TH M.OB INDICATES A DOUBLE BOND BEAM Y OF A5'S, BOTTOM <br />AND XFXX-1TgM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX -1TH MIDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />AND XUXX-1TAMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL <br />WINDOW <br />PRE CAST +A3 1N` <br />h <br />WINDOW <br />SILL Z <br />g SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 SCALE: 1 1/r=1'-D' <br />SINGLE 000RNER <br />BAR, 30x30 TURNED UP <br />OR TURNED DOWN INTO STEEL REINF. OF <br />FILLED CELL - BOND. BEAM <br />PRO <br />EACH SIDE <br />VIDE t5 BAR <br />STEEL REINFAT. OF OF ELEVATION <br />BOND. BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />7 scAle 3/4•=r-v <br />NOTES TO THE INSPECTOR/CONTRACTOR <br />2. IF BOTTOM STEEL <br />1. PLACE LINTEL ACROSS TOP OF OPENING <br />IS REQUIRED PLACE>r5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />/. THE LAST COURSE WILL BE A BOND BEAM WITH (1)05 BAR CONTINUOUS ARWND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE <br />5. SHOULD THE DOU <br />BOND BEAMS WITH A!5 BAR IN EACH COURSE <br />BILE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND B <br />REINFORCING FOR T <br />EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL <br />B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 10' DEEP. <br />TVP. 9k8" <br />BOND BEAM <br />1N5 <br />TVP. 8'k1B' b <br />BOND BEAM <br />8 <br />x18 DBI. BOND TOP OF <br />BEAM W/(1)Y6 BOND BEAM <br />EACH COURSE <br />8z8 BOND BEAM <br />p <br />:OF <br />W/(t)IIS BM <br />BOND BEAM <br />GROUT SOLID FROM <br />P <br />LINTEL TO TOP OF BOND <br />OPENING <br />BEAM, IF FILLED LINTEL <br />SEE NOTE 5 <br />BzB PRE -CAST CONCRETE <br />LINTEL W (1) xs BAR (L2) <br />LENGTH OF BAR = WDTH OF <br />MASONRY <br />OPENING-2. <br />BEAM DESIGNATION <br />OR <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (1-1) REFER <br />TO PLAN FOR LOCATIONS <br />woaoesm <br />FAa�avACNB <br />a =r MIN, z}'MAX <br />s, = 2 t' MIN, S" MAX <br />Wm <br />a =1 }' MIN. 2+}• MAX <br />ea = }' MIN, 2 MAX <br />q=r MIN,2}'MAX <br />= 2 }MIN, S" MAX <br />4 =1 }' MIN, 2 }" MAX <br />MIN, 2 }' MAX <br />tl, =2' MIN, 2 }' MAX <br />R=2}MIN, 9"MAX <br />}' MIN, 2 f" MAX <br /><_ }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 />tl. ENDDISTANCE <br />e. =SPACING BETWEEN ADJACENT FASTENERS <br />INA ROW <br />.-SPACING BETWEEN ROWS OF FASTENERS <br />b =EDGE DISTANCE <br />8 DOUBLE STUD W/ 10d NAIL ATTACHMENT <br />SCALE: N.T.S. <br />1441 N. RONALD REA011N BLVD. <br />LONOWOOD, R 34700 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwsbd•slgngo LLp.eom <br />L An x: 000ssn <br />me <br />r <br />A <br />r <br />Q <br />� <br />0 <br />lppy�pq1QgQ <br />Q <br />0 <br />Mm <br />v <br />aysaiv ac Lo'D <br />ABBOTT PARK <br />LOT #44 <br />BLK. 7 <br />PnOJ)mCTLv <br />04181.000-44071 <br />Moas:. <br />E401 <br />"2828— ENSLEY" <br />owiRwoa awixac <br />LEFT <br />PAG>c: <br />DETAILS <br />160 MPH EXP. C <br />PRINT 09 22 21 <br />DATE: / / <br />SHEET <br />S2.1A <br />