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1%" LSL RIM <br />U.N.O. <br />1_TP4 PER SCHEDULE <br />(16" O.C. MAX) <br />NAILED INTO <br />TOP PLATE AND RIM <br />SW SHEATHING PER PLAN <br />WITH PANEL EDGE NAILING <br />PER SCHEDULE <br />SILL NAILING PER SHEDULE <br />(6" O.C. MAX) <br />FLOOR EDGE NAILING 1" GYP-CRETE TOPPING <br />PER PLAN <br />(TYP) <br />:::.,....:,:.:.:.,y.>:... SUBFLOOR <br />PROVIDE 1%" LSL BLKG <br />AT 48" O.C. <br />AT PARA. COND <br />—16d EA SIDE JOIST <br />FLOOR SECTION <br />LTP4 NOT REQUIRED <br />IF BTM SHEATHING <br />LAPS RIM, 2" MIN <br />OR TOP SHEATHING <br />NAILED TO <br />TOP -TOP PLATE <br />SUBF� <br />DM RIM <br />FLOOR SECTION <br />EPC6Z T/B <br />EA DECK POST <br />EXTEND DECK <br />ILI BEAM FOR <br />COLUMN FURRING <br />EA <br />SEC. POST PER <br />PLAN <br />BEAM ELEV. <br />(2)%"OxB" LAGS <br />EA END BLK TO BEAM <br />COUNTERBORE 1" MAX 6x8 BLK FOR <br />COLUMN FURRING <br />tBEAM PER PLAN <br />POST PER PLANS EDGE OF DECK <br />BEAM SECTION <br />EE FLOOR SECTION <br />S� O <br />SCALE 3/4" = 1'-0" <br />SCALE 3/4" = 1'-0" <br />CORRIDOR UNIT <br />CORRIDOR^� <br />UNIT CORRIDOR^� <br />UNIT <br />BALANCE <br />BALANCE <br />PER 1/S10 <br />PER 1/S10 <br />1%" LSL BLKG <br />CONTINUOUS <br />AT 48" O.C. <br />1%" LSL RIM <br />1%" LSL BLKG <br />:.......................:......, .:.,...,... SUBFLOOR <br />:.......................: <br />SUBFLOOR <br />SUBFLOOR <br />BEAM <br />BEAM PER PLAN <br />E <br />PER PLAN <br />ADD'L VERT <br />16d TN <br />" <br />AT 6 O.C. <br />(2)16d TN <br />HGR PER <br />2x6 BLKG <br />HGR PER SCHEDULE <br />� � EA BLOCK <br />SCHEDULE <br />AT BEAM HGR <br />ADD'N 1%" LSL W/ MIN 6" 1 1 <br />SHEATHING <br />BRG AT WALL BEYOND. <br />ENTRY WALL <br />TO LAP RIM W/ <br />NAIL TOGETHER W/ (2)10d <br />„ <br />NAILING TO <br />AT 6 O.C. OR SINGLE WALL BEYOND <br />WALL BEYOND <br />RIM AND PLATE <br />3%" LSL RIM PER PLAN <br />TYPICAL CORRIDOR <br />FRAMING <br />CORRIDOR FRAMING AT DOORWAY <br />CORRIDOR FRAMING AT DOORWAY <br />FLOOR <br />SECTION <br />0 <br />J <br />H <br />w <br />C� <br />z <br />U_ <br />O <br />O <br />U_ <br />0 <br />m <br />m <br />J <br />m <br />w <br />z <br />O <br />w <br />Z) <br />O <br />LL <br />w <br />¢ <br />z <br />w <br />J_ <br />LL <br />n,=)inno <br />WT CORRIDOR <br />TYPICAL CORRIDOR AT BEAM <br />FLOOR SECTION <br />FLOOR NAILING <br />PER PLAN <br />CONTINUE SHEATHING <br />ACROSS WALLS <br />1%" LSL BLKG <br />A T 48" O.C. <br />BEAM` <br />PER PLAN <br />HGR PER <br />SCHEDULE <br />WIDE RIM <br />PER PLAN <br />CORRIDOR DOORWAY AT BEAM <br />-RAILING PER ARCH <br />-(4)%" Ox5" LAG SCREWS FLOOR EDGE NAILIN <br />AT RAILING BASE PER PLAN <br />WATER PROOFING SLOPED JOIST <br />PER ARCH PER PLAN <br />%" MIN RAILING PLATE HGR PER SCHEDULE <br />PER SECTION <br />2x8 LEDGER <br />BEAM PER PLAN W/ (2)4%" SDS SCREWS <br />SEE SECTION AND ELEV AT 16" O.C. <br />FOR CONNECTION <br />FLOOR EDGE NAILING <br />TOP FLANGE PER PLAN <br />I -JOIST HGRS <br />SUBFLOOR <br />OFFSET HGRS %" <br />FLUSH BEAM I ' AT SIM CONDITION <br />PER PLAN �E <br />J WALL BELOW <br />AT SIM CONDITION <br />FLOOR SECTION <br />SCALE 3/4" = 1'-0" S� O SCALE 3/4" = 1'-0" <br />UNIT CORRIDOR STAIRWELL <br />2-HR <br />WALL SILL NAILING PER SHEDULE <br />(6" O.C. MAX) <br />BALANCE FLOOR EDGE NAILING SW SHEATHING PER PLAN <br />PER 6/S10 WITH PANEL EDGE NAILING <br />PER PLAN PER SCHEDULE CONTINUE SHEATHING <br />ACROSS WALLS <br />7777 SUBFLOOR :., ..�.,.. ,..:.:,.::•.......,, SUBFLOOR <br />LSL RIM PER PLAN BALANCE <br />PER 1/S10 <br />RIM PER PLAN I 2-HR RIM MLTP4 PER SCHEDULE 16d EA SIDE <br />BALANCE PER PLAN (16" O.C. MAX) OF BLKG <br />PER 6/S11 6" SDS SCREW NAILED INTO <br />TOP PLATE AND RIM <br />AT B" O.C. <br />WALL BEYOND <br />CORRIDOR FRAMING AT 2-HR WALL <br />FLOOR SECTION 13 FLOOR SECTION <br />SCALE 3/4" = 1'-0" �o <br />SILL NAILING PER SHEDULE <br />(6" O.C. MAX) <br />1%2" LSL RIM CONTINUE SHEATHING <br />ACROSS WALLS <br />1%" LSL BLKG <br />AT 48" O.C. <br />SCALE 3/4" = 1'-0" <br />LL NAILING PER SHEDULE <br />E3%" LSL RIM <br />1%" LSL RIM <br />SUBFLOOR <br />SILL NAILING PER SCHEDULE <br />(6" O.C. MAX) <br />10d AT 6" O.C. <br />FLOOR NAILING WIDE RIM <br />PER PLAN <br />SUBFLOOR <br />SCALE 3/4" = 1'-0" <br />SILL NAILING PER SCHEDULE <br />(6" O.C. MAX) <br />/—FLOOR NAILING <br />PER PLAN <br />��lIL'ly[IIIL'� <br />U <br />1%' <br />AT f <br />BALANCE <br />PER 1/S11 <br />EDBL 1%" LSL RIM <br />OR 3%" LSL RIM <br />SUBFLOOR <br />ROOF EN <br />PER PLAN, TYP__� <br />1 <br />2x6 RI <br />RAILING PER ARCH <br />%" PLATE <br />NA�7 <br />1� <br />" TYP <br />PLATE SECTION <br />AT BRG WALL <br />FLOOR SECTION <br />JOIST PER PLAN <br />NOTCHED TO BEAR ON PLATE <br />2x6 PLATE W/ <br />16d AT 6" O.C. SILL NAILING <br />AND A35 EA ROOF JOIST <br />FLOOR EN <br />PER PLAN <br />E INVERTED HGR <br />PER SCHEDULE <br />LSL RIM <br />PER PLAN <br />CONTINUOUS BEVELED PLATE— <br />W/ A35 EA SIDE POST <br />FURRING PER ARCH- <br />SCALE 3/4" = 1'-0" <br />1%" LSL BLK <br />FLOOR EDGE NAILING <br />TOP FLANGE PER PLAN <br />I -JOIST HGRS <br />FLUSH BEAM` <br />PER PLAN <br />DROPPED BEAM <br />BTM OF BEAM PER PLAN <br />BELOW FLOOR <br />WHERE OCCURS <br />3%" LSL BLKG <br />4'-0" MAX <br />(2)#8x2%" SCREWS <br />EA JOIST <br />FLOOR SECTION <br />FLOOR EDGE NAILING <br />PER PLAN <br />SUBFLOOR <br />16d EA' SIDE JOIST <br />AT FLUSH BEAM AT DROPPED BEAM <br />2x8 LEDGER <br />W/ (2)4%" SDS <br />EA STUD <br />A35 EA SIDE <br />EA JOIST <br />CANTILEVERED <br />JOIST <br />BALANCE <br />PER 1/S10 <br />SCALE 3/4" = 1'-0" <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.dcgengr.com <br />SC� <br />of WAS/y/ <br />, �0�� <br />,P 37334 t„ <br />�0"- CTURAL <br />s/ <br />STAMP <br />Z <br />.€ <br />aW <br />W <br />`- E <br />C) <br />U) <br />> j <br />Zom� <br />Q <br />N <br />(/) <br />W <br />N <br />NQo <br />Foo <br />� <br />Z <br />c <br />c. <br />w <br />d <br />c <br />0 <br />1 <br />w <br />w <br />.� <br />R <br />w <br />w <br />w <br />� <br />m <br />Z <br />0 <br />� <br />w <br />N <br />w <br />o <br />'A <br />vI <br />� <br />w <br />0 <br />z <br />w <br />z <br />O <br />aW <br />ow <br />E< <br />¢ <br />t <br />r <br />�L5 <br />eZ <br />30 <br />oz <br />LL <br />Q <br />M <br />Cl <br />y <br />�� <br />Ca <br />F� <br />L <br />�� <br />o <br />00 <br />W � <br />N <br />w® <br />Q <br />� ' <br />co W <br />+= <br />z � <br />a <br />w <br />a <br />0 <br />UJ N0 <br />♦ , <br />N <br />J J di CD <br />w <br />� m <br />v <br />W <br />a � ¢ <br />ID OD <br />�W <br />Z <br />Uj <br />¢ <br />wUz <br />�0 <br />W <br />z o a��i <br />w w <br />LL <br />U) <br />O li O,D m <br />a <br />IT IS ACCEPTABLE TO REMOVE <br />UP TO 16" OF RIM FOR <br />PLUMBING ON NON -SHEAR SIDE <br />E A35 PER SCHEDULE <br />(16" O.C. MAX) <br />1�" LSL RIMS <br />ON NON -SHEAR <br />SIDE <br />LTP4 <br />PER SCHEDULE <br />(16" O.C. MAX) <br />A35 AT LTP4 SPACING <br />PER SCHEDULE <br />LA35 <br />PER <br />AT LTP4 SPACING <br />SCHEDULE <br />PROJECT #: 1827 <br />BEAR JOISTS <br />(16" O.C. MAX) <br />(16" <br />O.C. MAX) <br />DRAWN BY: TF/BV/JH <br />IN EA UNIT <br />SW SHEATHING PER PLAN <br />CHECKED BY: MS/EM <br />ON PARTY WALL <br />WITH PANEL EDGE NAILING <br />2" MIN BRG PER SCHEDULE <br />FLOOR FRAMING <br />NON-SHEARWALL <br />SHEAR WALL <br />NON-SHEARWALL <br />SHEARWALL <br />PARALLEL PERP. PARALLEL <br />PERP. <br />DETAILS <br />A <br />-TIN' RIM <br />A T 3%" RIM <br />AT TYPIrAI PnNn AT <br />WIOF RIM rnNn. <br />FLOOR SECTION <br />SCALE 3/4" = 1'-0" <br />FLOOR SECTION <br />SCALE 3/4" = 1'-0" <br />