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, <br /> mos <br /> gm <br /> NEN FOSSATTI PAWLAK <br /> ism <br /> um STRUCTURAL ENGINEERS <br /> 1735 Westlake Ave N,Ste 205 <br /> Seattle,WA 98109 <br /> Phone:206.456.3071 <br /> Fax:206.456.3076 <br /> www.fossatti.com <br /> r.y(� �P�O yl�pJrr} <br /> )1*--- <br /> 10 <br /> qi �xv 23024 �' ' <vti*/ <br /> l�?A L e c" ''\7-';,j <br /> `����sloNa� E�-. <br /> PROJEC <br /> CO <br /> Q <br /> Co <br /> 0 .. <br /> ML +-+ <br /> W � <br /> L T <br /> T <br /> Ei) <br /> H Eil) <br /> Ei) <br /> T <br /> O T <br /> C!, <br /> O <br /> Z . <br /> CV W <br /> 1 I I I I 1 I 1 I I I 0 <br /> 11111 _ _, _ - ---1 - _ <br /> 1- _ - 1 - _ <br /> 1 _ _ <br /> 1 _ _ _ 1 - - i _ _ - 1 - 1 _ - 1 - _ <br /> 1 _ _ <br /> III <br /> SW-4 SW-4 SW-4 <br /> 1 <br /> I I I r <br /> �_� � -- .��� I I I I I <br /> HORIZ SW-2 SW 2 A HORIZ MSTC28 PREVISIONS <br /> MSTC28 HORIZ MSTC28 SW-2 a 10/S4.3 SW-2 BM/RIM SW-2 SW-2 <br /> SW-21 SW-2 SW-2 TYPSW-2 SW-2 SW-2 SW-2 ._/RIM BM/RIM -� B4 DS SW-2 B4 DS ,_ NO. DATE <br /> _ 64 DS _ _ _ _ _ _ - _ _ - _ _ _ 0i MR 7/01/19 PERMIT REVISIONS <br /> 411) - _ . .� _.� �.. I __ _ J1 - - - <br /> z ; TYP I <br /> 1 UNO _ A9/17/19 PERMIT REVISIONS <br /> SW-2 SW-3 SSW-2 SW 2 S -2 <br /> SW-2 <br /> w <br /> s <br /> 1i <br /> v '`' SW-2 ]I2 ! / _ SW-2SW-3 <br /> SW2 <br /> 4 <br /> HORIZ MSTC28 __, HORIZ MSTC28 - 11- - - <br /> - :: - - - _ "? <br /> ro <br /> 41116'L......... - ID . <br /> - <br /> 4 ___Ir__ <br /> © - - c.o „AI', _ . _ 11- SW-2 ("7- <br /> Mlit <br /> N:; <br /> BM/RIM \ BM RIMSW-20 - - -I Al. <br /> T=Tem..00lo II i <br /> B4 IN RIM �_ -' Mill <br /> ---� <br /> ' 7:7., - . ill <br /> -I- d/RIZ MSTC28 l' <br /> ' 1 1 1 1 1 I10/S4.3 1 0 <br /> . . ,... A, <br /> 1 �M/RIM BM/RIM ^ <br /> SW-2 IsiB2 DS :VER �•ENING ill' : 0 B4 DS <br /> ^ x ' 64 DS 7 S4.3 <br /> - 4 t., 1 9 S4. I► <br /> Iii: IN „,‘ , ' :: :: :: ,, <br /> J1 <br /> 6 <br /> 1 UNO SW-2 SW� SW- <br /> �. <br /> co <br /> SW-2 - SW-2 I SW-2 SW 2 SW-2 $2 � SW-2 <br /> SW-2 = ��g SW-2 SW-2 I I SW 2 <br /> 11 S4.3 SW-2 SW-2 SW-2 SW-2 9 S4.3 <br /> � II_._B3J B4 DS B� RM 64 DS SW-2 83 SW-4 SW-664 DS64 DS B4 DS <br /> 111 <br /> M B4 DS I' .1. - N, <br /> �...•u_. we N L_. ,.,. .. • r, .�I _ T J3RE_. - L_. . .wA: ,.� . .. . ,_J _ L_. m ._ - - 5/28/19 <br /> GO HORIZ HORIZ HORIZ SW-4 OVER OPENING SW-4 HORIZ HORIZ `V HORIZ 41) 19-042 <br /> SW-4 MSTC28 MSTC28 SW-4 SW-4 SW-4 SW-4 MSTC28 MSTC28 SW-4 SW-4 SW-4 SW 4 MSTC28 MSTC28 SW-4 DATE JOB# <br /> BM/RIM BM/RIM ^ > BM/RIM BM/RIM RIM/BM RIM/BM <br /> TCB FPP <br /> DESIGN CHECKED <br /> I I I I I I I I I BDS AS NOTED <br /> DRAWN SCALE <br /> C[_) C[_1) (11) C[2.) G CID (11[D Dw C B� AO <br /> NOTES: <br /> 1. SEE ARCH FOR DIMENSIONS. <br /> 2. WALLS SHOWN ARE ON LEVEL BELOW. <br /> BEAM SCHEDULE JOIST SCHEDULE 3. -. i INDICATES SHEAR WALL. <br /> 4. SW-X INDICATES SHEAR WALL TYPE. <br /> B1 2x6 DF#2 J1 1174" TJI 210 0 16"oc 5. "DS" INDICATES DRAG STRUT - NAIL THRU SHEATHING W/ 8D © 4"0C FOR ENTIRE LENGTH OF MEMBER <br /> 62 3Y2x14 LSL J2 2x6 ® 16"oc 6. • INDICATES HOLD-DOWN TYPE OR MARK FOR ENGINEERED HOLD-DOWN AT THE LEVEL INDICATED IN <br /> THE SHEET TITLE. HOLD-DOWN TYPE TO REMAIN THE SAME AS LEVEL BELOW. <br /> B3 3Y2x11% LSL 7. SEE 2/S4.5 FOR HOLD DOWN SCHEDULE. SHEET TITLE <br /> B4 1%4x11% LSL 8. SEE 1/S4.3 FOR SHEAR WALL SCHEDULE. <br /> 9. ALL STUDS AND PLATES TO BE DOUG-FIR #2. • <br /> 10. BETWEEN L2 Sc L3: <br /> ALL DEMISING WALLS TO BE 2X6 DF#2 ON 2X6 PLATES © 16"0C. L3 <br /> ALL EXTERIOR WALLS Sc CORRIDOR WALLS TO BE 2X6 DF #2 ® 16"0C. <br /> ALL 11. POST SIZES CALLED ROUOTNAREO TO REMAIN THELSAM WALS � IZE BE 2UNTIL POSX4 DF #2 T TERMINATES. <br /> FRAMING PLAN <br /> TERM NATES. <br /> 12. SEE S4.X SERIES SHEETS FOR TYPICAL WOOD FRAMING DETAILS. <br /> 13. SEE STRUCTURAL GENERAL NOTES FOR ALL HEADERS NOT NOTED IN PLAN. <br /> 14. SEE STRUCTURAL GENERAL NOTES AND 4/S4.1 FOR POSTS AT ENDS OF ALL HEADERS AND BEAMS NOT <br /> EXPLICITLY NOTED IN PLAN. SHEET NO. <br /> 15. 0. INDICATES INTERMEDIATE BEARING POINT. 110 <br /> 16. JOISTS TO BE STAGGERED WHERE APPLICABLE FOR FULL BEARING OVER INTERMEDIATE BEARING WALLS. <br /> S2 . 3 <br /> L3 FRAMING PLAN <br /> 3�32,"=1'-O," 3 <br />