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J_ <br />Q <br />w <br />0 <br />z <br />2 <br />9 <br />U_ <br />O <br />O <br />J <br />Uj <br />r <br />0 <br />r <br />c» <br />m <br />0 <br />J <br />m <br />I <br />w <br />z <br />0Y <br />O <br />U <br />0Y <br />Z) <br />O <br />u_ <br />w <br />2 <br />¢ <br />z <br />w <br />J_ <br />LL <br />BEAM PEF <br />A35 T/B EA SII <br />MULTI-STI <br />POST PER PL, <br />AT MULTI —STUD POST <br />FLOOR SECTION <br />2-HR- <br />WALL <br />CONTINUE SHEATHING <br />ACROSS WALLS <br />IN' LSL BLKG <br />AT 48" O.C. <br />A35 AT LTP4 SPACING <br />PER SCHEDULE <br />(16" O.C. 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MAX) <br />UNO <br />PER PLAN <br />FLOOR EDGE NAILING CONTINUE <br />12 LSL RI <br />PER PLAN SHEATHING <br />OVER BOTH <br />1%" LSL BLKG <br />2-HR RIM <br />WALLS <br />AT 48" O.C. <br />PER PLAN <br />1 2" LSL BLKG <br />::.: ,.....<.::.:.:.,y.,:....> .. ,.w.. <br />;:.:.,...<.: _.:.:., .:... <br />SUBFLOOR <br />AT 48" O.C. <br />A35 AT LTP4 SPACING <br />HGR PER <br />PER SCHEDULE <br />SCHEDULE <br />(AT 16" O.C. MAX) <br />LSL LEDGER <br />A35 AT LTP4 SPACING <br />W/(2)3" SDS SCREWS <br />PER SCHEDULE <br />ADD'L 1%" LSL LEDGER/RIM <br />AT 24" O.C. <br />(AT 16" O.C. MAX) <br />W/ (2)3" SDS SCREWS <br />AT 16" O.C. INTO 2-HR RIM <br />SW PER PLA(\ <br />(2) 6" SDS SCREWS <br />AT LTP4 SPACING PER SCHEDULE <br />(AT 8" O.C. MAX) <br />1%" LSL LEDGER <br />W/(2)3" SDS SCREWS <br />AT 24" O.C. <br />FLOOR SECTION <br />SCALE 3/4" = 1'-0" <br />2-HR - UNIT <br />WALL SILL NAILING PER SHEDULE <br />(6" O.C. MAX) <br />FLOOR EDGE NAILING <br />PER PLAN <br />2-HR RIM <br />PER PLAN <br />ELEVATOR <br />CORE <br />6" SDS SCREW <br />AT 8" O.C. <br />SUBFLOOR <br />HGR PER <br />SCHEDULE <br />FLOOR FRAMING <br />PER PLAN <br />1%" LSL LEDGER <br />W/ (2)3" SDS SCREWS <br />AT 16" O.C. <br />FLOOR SECTION <br />SCALE 3/4" = 1'-0" <br />FLOOR SECTION <br />2-HR <br />WALL <br />SILL NAILING <br />PER SCHEDULE <br />(AT 6" O.C. MAX) <br />2-HR RIM--\ <br />PER PLAN It <br />ELEVATOR <br />CORE <br />ADD'L %" LSL <br />RIM W/ (2) 3%" SDS <br />SCREWS AT 16" O.C. <br />INTO 2-HR RIM <br />(2) 6" SDS SCREWS <br />AT LTP4 SPACING PER SCHEDULE <br />(AT 8" O.C. MAX). <br />17 FLOOR SECTION <br />SCALE 3/4" = 1'-0" <br />UNI T <br />LANCE <br />6/S10.1 <br />SUBFLOOR <br />SCALE 3/4" = 1'-0" <br />2-HR STAIRWELL <br />WALL <br />CONTINUOUS <br />LSL RIM <br />PER PLAN <br />(2) 6" SDS SCREWS <br />AT LTP4 SPACING PER SCHEDULE <br />(AT 8" O.C. MAX) <br />FLOOR EDGE NAILING <br />PER PLAN <br />MID -LANDING FRAMING <br />PER PLAN <br />MID-LANDINGJ, <br />1%" LSL TIGHT TO GWB WRAP <br />W/ (2) 5" SDS SCREW EA STUD <br />SCALE 3/4" = 1'-0" <br />%"0 BOLT AT 24" O.C. <br />�ru� i rtrc r�Hiv <br />W/ 1-HR RATED <br />INTUMESCENT PAINT <br />HSS32x32 IN 2x4 WALL <br />POST PER PLAN <br />"0 BOLT W/ 2-LAYER %" GWB WRAP <br />AT 24" O.C. <br />HSS3%x3% IN 2x6 WALL <br />FLOOR SECTION <br />2-HR <br />WALL <br />SILL NAILING <br />PER SCHEDULE <br />(AT 6" O.C. MAX) <br />TYP <br />2-HR RIM — <br />PER PLAN <br />ELEVATOR <br />CORE <br />(2) 6" SDS SCREWS <br />AT LTP4 SPACING PER SCHEDULE <br />(AT B" O.C. MAX). <br />BALANCE <br />PER 16/S13 <br />UNI T <br />FLOOR EDGE NAILING <br />PER PLAN <br />CONTINUE SHEATHING <br />OVER BOTH WALLS <br />SUBFLOOR <br />FLOOR FRAMING <br />PER PLAN <br />1%" LSL LEDGER <br />W/ (2)3" SDS SCREWS <br />AT 24" O.C. <br />SSW SHEATHING <br />AND NAILING PER PLAN <br />SCALE 3/4" = 1'-0" <br />FLOOR SECTION <br />FLOOR FRAMING - <br />BEYOND <br />4x BLKG <br />FLOOR EDGE NAILING <br />PER PLAN <br />MID -LANDING FRAMING <br />PER PLAN <br />LANDING BEAM <br />FPER PLAN <br />/ `HGR PER SCHEDULE <br />"06" SDS SCREWS <br />AT 8" O.C. <br />FLOOR SECTION <br />TYP BRG WALL <br />PER <br />SCALE 3/4" = 1'-0" <br />UNIT <br />FLOOR EDGE NAILING <br />PER PLAN <br />CONTINUE SHEATHING <br />OVER BOTH WALLS <br />SUBFLOOR OL <br />_r-1%" LSL BLKG <br />AT 48" O.C. <br />-A35 AT LTP4 SPACING <br />PER SCHEDULE <br />(16" O.C. 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MA> <br />SCALE 3/4" = 1'-0" <br />STAIRWELL <br />GAMING <br />MID -LANDING <br />MULTI -STUD POST <br />HGA1L <br />EA <br />LCE4 SERIES <br />POST CAP <br />EA SIDE <br />INVERTED LCE4 <br />SERIES POST CAP <br />TO BEAM EA SIDE <br />ECCOQ CAP <br />AT ENDS <br />OF BEAMS <br />POST BEARING DETAIL <br />ST PER PLAN <br />R PLAN <br />L� <br />JOIST PER PLAN <br />PER PLAN <br />SCALE 3/4" = 1'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dogengr.com <br />�V1 C S <br />0 CI� <br />OF WAS/y��Y <br />,P 37334 t� <br />��F�.ScTURAL <br />S/ <br />STAMP <br />Z <br />0 <br />a � <br />v E <br />Zom� <br />a <br />o <br />wW <br />N <br />w <br />~ <br />o <br />F <br />p <br />o <br />U)z <br />c <br />w <br />d <br />c <br />0 <br />m <br />U <br />W <br />0 <br />a <br />T <br />M <br />z <br />o <br />W <br />W <br />cc <br />y0 <br />*+ <br />W <br />0 <br />= <br />Z <br />W <br />A+ <br />z <br />W <br />o <br />Z <br />aW <br />W <br />E< <br />r¢ <br />�U <br />EZ <br />30 <br />LL <br />Q <br />� M <br />o <br />y <br />�� <br />m <br />�co <br />o Z <br />om <br />li 0 <br />w � <br />N <br />wp <br />Cj <br />Q <br />c0 W <br />Z <br />IL <br />w <br />a <br />0 <br />�; <br />co <br />_U0'Go <br />J c O <br />we <br />3: 12 <br />w <br />oC <br />a ¢ <br />ID oo <br />�W <br />z <br />LU <br />¢ <br />LU <br />w <br />Z o m <br />Nw <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />FLOOR FRAMING <br />DETAILS <br />