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Z <br />J <br />Q_ <br />z <br />LL <br />O <br />J <br />LL <br />J <br />w <br />w <br />J <br />Z <br />It <br />cn <br />m <br />J <br />m <br />w <br />Z <br />0Y <br />O <br />U <br />0Y <br />Z) <br />O <br />LL <br />Q � J <br />1. REFER TO SHEETS S5N—S5S FOR SHEARWALL PLANS. <br />2. 0 INDICATES INTERIOR 2x6 BEARING WALL. ALL EXTERIOR, PARTY <br />AND CORRIDOR WALLS ARE CONSIDERED BEARING WALLS. REFER TO <br />BEARING WALL SCHEDULE ON THIS SHEET. <br />3. 30 INDICATES THE NUMBER OF 2x BEARING STUDS BELOW BEAMS. <br />4. REFER TO DETAIL 19/S13 AND 20/S13 FOR TYPICAL HEADER FRAMING. <br />5. REFER TO SHEET S13 FOR STAIR REQUIREMENTS. <br />6. PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4X, 6X AND <br />MULTI —STUD POSTS THAT DO NOT BEAR ON FLUSH BEAMS. <br />7. REFER TO SCHEDULE ON THIS SHEET FOR NUMBER OF CRIPPLE STUDS <br />REQUIRED AT EACH HEADER FOR THIS LEVEL. PROVIDE MINIMUM <br />(1) 2x6 KING STUD AT EVERY HEADER. <br />B. ST INDICATES SHEAR TRUSS. DESIGN FOR 250 PLF AXIAL LOAD. <br />HANGER SCHEDULE <br />MEMBER <br />HANGER <br />REMARK <br />TJI FLOOR JOIST <br />ITS SERIES <br />TYPICAL <br />MIT SERIES <br />AT %" OFFSET <br />46, 48, 410 <br />AND 6x10 <br />HUS SERIES <br />TYPICAL <br />HUC SERIES <br />AT CORNER POST OR <br />CONCEALED FLANGE COND. <br />(2)12 LSL <br />MIU SERIES <br />TYPICAL <br />(2)1 % LSL <br />HUCQ SERIES <br />TYPICAL <br />3Y LSL/PSL <br />HHUS SERIES <br />TYPICAL <br />5% PSL <br />HHUS SERIES <br />TYPICAL <br />3% GLB <br />HGU SERIES <br />TYPICAL <br />5 8 GLB <br />HGU SERIES <br />TYPICAL <br />5%x6 GLB <br />HWP5.25 <br />TYPICAL <br />NOTES: <br />1. HANGERS WITH MIN AND MAX SPECIFIED NAILING ARE TO HAVE <br />MAX NAILING PER MFR. <br />HEADER SCHEDULE <br />MARK <br />SIZE <br />REMARKS <br />BRG STUDS <br />L3 <br />L4 <br />L5 <br />L6/R <br />❑A <br />46 <br />HEADER <br />2 <br />1 <br />1 <br />1 <br />© <br />48 <br />HEADER <br />2 <br />2 <br />1 <br />1 <br />© <br />410 <br />HEADER <br />2 <br />❑D <br />1%x11% LSL <br />RIM/BEAM <br />*3 <br />*2 <br />*2 <br />*2 <br />D2 <br />(2)1%x11% LSL <br />RIM/BEAM <br />❑E <br />$x11 % LSL <br />RIM/BEAM <br />E2 <br />(2)1%x11% LSL <br />RIM/BEAM <br />❑F <br />3%x11 % LSL <br />WIDE RIM/BEAM <br />© <br />5%x11 % PSL <br />BEAM <br />PER PLAN <br />3 2x11 % LSL <br />AT 2x4 WALL <br />RIM/BEAM <br />2—HR RIM <br />%x11 % PSL <br />AT 2x6 WALL <br />RIM/BEAM <br />❑� <br />5%x6 GLB <br />BEAM <br />2 <br />2 <br />2 <br />2 <br />❑K <br />5Yx12 GLB <br />DROP BEAM <br />PER PLAN <br />© <br />5%x7% GLB <br />BEAM <br />PER PLAN <br />❑N <br />7 PSL <br />BEAM <br />2—RIM AT ROOF PER DETAIL <br />© <br />410 DF#2 <br />ROOF DECK BEAM <br />PER PLAN <br />N 0 TES: <br />1. PROVIDE ADDITIONAL BEARING STUDS AS NOTED ON PLAN. <br />2. * INDICATES BEARING STUDS AT EA SIDE EA OPENING. <br />BEARING WALL SCHEDULE <br />LOCATION <br />STUD SIZE AND SPACING <br />LEVEL <br />EXTERIOR WALLS <br />2x6 DF STUD AT 16" O.C. <br />L2—L6 <br />INTERIOR BEARING WALLS <br />2x6 DF STUD AT 16" O.C. <br />L2—L6 <br />CORRIDOR WALLS <br />2x6 DF STUD AT 16" O.C. <br />L3—L6 <br />2x6 DF STUD AT 12" O.C. <br />L2 <br />PARTY WALLS <br />2x4 DF STUD AT 16" O.C. (EA WALL) <br />L2—L6 <br />POST SCHEDULE <br />MARK <br />SIZE <br />OA <br />46 DF#2 <br />OB <br />6x6 DF#2 <br />OC <br />HSS 3%"SQ.x%" <br />9. ALL RATED SHAFTS TO BE CONSTRUCTED SIM TO 16/S10.1. * INDICATES FRT POST <br />10. INDICATES 2—HR RATED WALL. <br />11. IT IS ACCEPTABLE TO SHIFT A SINGLE JOIST IN A UNIT OVER UP TO B" TO <br />AVOID PLUMBING <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 SCI <br />WAS&I f�� <br />�P 0y4 il'_ 4�1 <br />,P 37334 <br />��FnGC; U.RAL <br />STAMP <br />Z <br />0 <br />�L <br />IL � <br />W <br />L) <br />v E <br />v <br />W <br />Zomw <br />a <br />o <br />� <br />o <br />vi <br />W <br />N <br />yQo <br />Foo <br />LUZ <br />c <br />0 <br />0. <br />w <br />d <br />c <br />0 <br />c <br />d <br />7� <br />wW <br />■ <br />2 <br />w <br />M <br />z <br />o <br />W <br />w <br />y0 <br />W <br />0 <br />= <br />Z <br />w <br />CD <br />z <br />o <br />42Z <br />42 W <br />E< <br />r¢ <br />m F- <br />a)cj <br />EZ <br />z <br />Q <br />cr)`L <br />Clo <br />9 <br />�� <br />Coy <br />�U3 <br />L <br />a, ¢ <br />O <br />0 Z <br />li 0 <br />LU <br />� <br />N <br />p <br />L <br />24, <br />c) W <br />+.. <br />Z <br />w <br />w <br />a <br />Lu <br />rO <br />2J co <br />J J c O <br />a <br />w e <br />v <br />w <br />oc <br />¢ <br />�W <br />¢ <br />WUZ <br />�c~, <br />w <br />Z o m <br />Nw <br />LL <br />w <br />O li O� m <br />F_a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />LEVEL 4 FLOOR <br />FRAMING PLAN <br />w <br />¢ <br />Z <br />Lu <br />J <br />LL <br />LEVEL 4 FLOOR FRAMING PLAN <br />NORTH <br />SCALE 1/8" = 1'-0" <br />KEY PLAN <br />S401 N <br />