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g <br />Q_ <br />Z_ <br />LL <br />w <br />O <br />O <br />J <br />LL <br />J <br />W <br />W <br />J <br />(A <br />It <br />U) <br />m <br />J <br />m <br />W <br />z <br />w <br />O <br />U <br />w <br />Z) <br />O <br />LL <br />w <br />¢ <br />z <br />Lu <br />J_ <br />LL <br />s LEVEL 4 FLOOR FRAMING PLAN <br />4. SOU TH SCALE 1/8" = 1'-0" <br />EL <br />L6 <br />L6 <br />L6 <br />�L6 <br />FRAMING NOTES: <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. 3� 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 />9. ALL RATED SHAFTS TO BE CONSTRUCTED SIM TO 16/S10.1. <br />10. INDICATES 2—HR RATED WALL. <br />11. IT IS ACCEPTABLE TO SHIFT A SINGLE JOIST IN A UNIT OVER UP TO 8" 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 />�W C SCI� <br />OF WAS&��Y <br />, �y;;t <br />,P 37334 t� <br />�0X' C;"URAL <br />S/ <br />STAMP <br />Z <br />0 <br />a � <br />LU <br />rn <br />v E <br />v <br />W <br />Zomm <br />Q <br />O <br />� <br />o <br />vi <br />W <br />N <br />N <br />Q <br />O <br />L <br />0 <br />O <br />LUZ <br />c <br />a <br />w <br />d <br />C <br />C <br />m <br />wW <br />■ <br />2 <br />w <br />■� <br />O <br />3 <br />M <br />z <br />O <br />W <br />w <br />y0 <br />y+ <br />T <br />W <br />z <br />= <br />Z <br />W <br />z <br />o <br />�Z <br />� W <br />E< <br />r¢ <br />m F- <br />�x <br />a)r <br />EZ <br />Cg - <br />z <br />LL:) <br />Qy <br />M <br />�O <br />9 <br />5D <br />m� �co <br />L <br />O¢ <br />O <br />0Z <br />li 0 <br />LU <br />� <br />N <br />p <br />24, <br />co W <br />+.. <br />Z It <br />w <br />w <br />a <br />6 CD <br />LU <br />� <br />wwe <br />rO <br />� <br />UJE0 <br />_ <br />Jct) Go <br />J O <br />� 2 <br />V <br />w <br />a ¢ <br />�W <br />¢ <br />WUZ <br />�F- <br />W <br />Z o m <br />Nw <br />LL <br />w <br />O li OF 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 />S401S <br />