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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/ 10" HOOK <br />30-TYPICAL <br />#5 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"=1'-0" <br />SINGLE BOND BEAM <br />AT HIGHER ELEVATION <br />SINGLE BOND BEAM <br />AT LOWER ELEVATION <br />#5 BAR BENT <br />AS SHOWN <br />�w q� <br />b <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-'=141' <br />R� <br /><+oFO <br />F�t <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />n• eta. 0 <br />la'�FF� <br />9F <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 #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 16" DEEP. <br />of T- F=FILLED W/GROUT <br />�pT" U=UNFILLED <br />NOMINAL # OF#55, IN 2ND BOND <br />WIDTH BEAM COURSE <br />MN 16-1 T/1 <br />F <br />0"FEP NOMINAL—�� <br />HEIGHT # OF #5'S, TOP <br />M/OB <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1TI1 M)OB INDICATES A DOUBLE BOND BEAM <br />1/1 #5'S, BOTTOM <br />AND XFXX-1T/QM2B INDICATES A SINGLE BOND BEAM <br />PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRE -CAST "314 <br />WINDOW a' � <br />SILL Z <br />Z <br />SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />4 <br />SCALE: 1 1/T=1'-0" <br />SINGLE #5 CORNER I <br />BAR, 30x3O 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 />l SCALE: 3/4"=l'-0" <br />BOND BEAM <br />1#5 <br />TYP. ""06' b <br />BOND BEAM -. <br />Sxl6 DEL. BOND TOP OF <br />BEAM Wl (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />BOND BEAM <br />GROUT SOLID FROM <br />TOP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL, <br />SEE NOTE 5 <br />8x8 PRE -CAST CONCRETE <br />LINTEL W/ (1) #5 BAR (L2) <br />LENGTH OF BAR = WIDTH OF <br />MASONRY <br />OPENING-2" <br />BEAM DESIGNATION <br />OR <br />n <br />8x8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL ILI) REFER <br />TO PLAN FOR LOCATIONS <br />Tn , <br />PRECAST HEADER(MIN) <br />2X4 (MIN 2 X 3) 1-3116 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 <br />i/4") 8" FROM EACH END AND <br />18" O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2-3116 TAPCON <br />OR DRIVE PIN (MIN SHANK <br />SIZE.145 MIN HEAD SIZE .300 <br />MIN EMBEDMENT 1 1/4") 8' <br />FROM EACH END AND 18" <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X3)2-3/16 <br />TAPCON OR DRIVE PIN (MIN <br />SHANK SIZE.145 MIN HEAD <br />SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING <br />1/4") B' FROM EACH END AND SECURE TO SHEATHING W/ <br />18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK EA. END <br />EMBEDMENT <br />OSB SHEATHING <br />WALL <br />ARCHWAY FRAMING DETAILS <br />5 SCALE: 3/4" - V-0" <br />WOODSECTION <br />FABIEEIt 8PACNG <br />0. =7' MIN. 2 }" MAX <br />s.=2 t"MIN, 9"MAX <br />& =1 }' MIN, 2,)" MAX <br />ea=t"MIN, 2}"MAX <br />d. =7' MIN, 2 J' MAX <br />& =2t" MIN, 9" MAX <br />r42d <br />&=I f'MIN, 2}"MAX <br />en = t" MIN, 2,:" MAX <br />d=7'MIN,2}"MAX <br />s.=2b'MIN, 9"MAX <br />(2) 2XII <br />s=1}"MIN, 2�'MAX <br />an = 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 a' OF <br />THE THICKNESS OF THE OUTERMOST <br />LAMINATION <br />WHERE: <br />c6 = END DISTANCE <br />% = SPACING BETWEEN ADJACENT FASTENERS <br />I N A ROW <br />5 = SPACING BETWEEN ROWS OF FASTENERS <br />e = EDGE DISTANCE <br />DOUBLE STUD W/ 1 Od NAIL ATTACHMENT <br />� SCALE: N.T.S. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />s <br />s <br />pL <br />a <br />m <br />W <br />a <br />g <br />C <br />11.31 <br />t <br />N W <br />0 <br />aLTHDIV. as LOT <br />ABBOTT PARK <br />LOT #9 <br />BLK #14 <br />PHASE 4C <br />PROJECT# <br />04181.04C-09141 <br />MoDEu <br />4EHB <br />"2605-HAYDEN" <br />GARAGE gVnNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />