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111111 <br /> MIMI <br /> FOSSATTI PAWLAK <br /> mu 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 /> s P. p.S <br /> r <br /> 4P fP��oF WASi/ ��t: <br /> 44 Q .(<, '1'6, <br /> *" <br /> fikrik9 <br /> .0 Aak....'' <br /> (y <br /> O,n"A 23024 41 <v ",/ <br /> `" tURAL E O% 0 <br /> `70NAL. -1k <br /> .V <br /> :z <br /> PROJECT <br /> Ca <br /> Q <br /> CD <br /> i... ___ <br /> T <br /> T <br /> T <br /> T <br /> T <br /> T <br /> Til <br /> E pOC g( (,,) mz . <br /> I I I I I I I I I I I ..,,,, <br /> O �'�"� <br /> O <br /> 411 _ _, _ _ <br /> -i _ <br /> 1---- - _ <br /> i - _ <br /> 1 _ _ _ 1 _ _ _ , _ _ _ , - 1 _ <br /> 1 _ _ <br /> 1 _ _ <br /> 11111 <br /> SW-4 Li- <br /> r--- <br /> .SW-4 SW-4 <br /> I I I 1 ^ ^ ^ <br /> HORIZ MSTC28 I ( I I PREVISIONS <br /> HORIZ MSTC28 SW-2 SW-2 HORIZ MSTC28 SW-2 SW 3 SW 2 BM/RIM SW-2 <br /> BM/RIMBM/RIM SW-2 <br /> SW-2 NO. DATE <br /> -----\ <br /> SW-2 SW-2 B4 DS B4 DS <br /> I SW-2 � . zm, ^ �.w ^ ^ <br /> 11) - - - - - - - - - - I - - <br /> _ _rp F.. .,.x, sN A. 64 DS <br /> / <br /> - - - - - - - - II) <br /> 7/01/19 PERMIT REVISIONS <br /> SW 3� SW-3,--.0" SW 2� UNO SW-2 NSW 2 <br /> I <br /> 9/17/19 PERMIT REVISIONS <br /> e 1 I 1 / SW-4 <br /> SW-2 N\SW_2 SW-3_,-0" < \ 10/S4.3 < o > - <br /> SW-2 SW-2 <br /> \ ./ <br /> `/ I SW-2 I � /--- i----- <br /> � / I / " <br /> © - - ^ - HORIZ MSTC28 - - HORIZ MSTC28 - - - -SW-2 - < - - - �e - - - / - ; ° J2 \ / I <br /> 7/S4.3 ' < BM/RIM SW-2 N BM/RIM - / < ° - - SW 2 N X N �\ ® t ° \ - - 41) <br /> - <br /> ^ ^ ^ / 64 IN RIM �/ �/ (N m <br /> o - V - - 64 DS ► - co e <br /> 64'DS ^ - - n ^ ^ •Il ' 1NU ;� - X _ <br /> H�IZ MSTC28 OR1Z MST�8 <br /> - - - - - - - - n NOT BREAK- - - - 0 <br /> < o > I I I I i I BM RIM o <br /> SW-3 1 I / < BM/RIM <br /> � B2 DS / ^ 1O/S4.3 AVER OPENING <br /> TYP o \ \ o ° \ B4 DS - /B2 DS ^ 64 DS 7/S4.3 <br /> a 9 S4.3 m <br /> 7-eTyp n . <br /> S <br /> SW-2 SW-2 SW-2 SW-2 UNO �'' SW-2 SW-2 SW-3 SW- ..._.. . � b� _ y�.Y. <br /> -3 B2 ^ I I I \ I g I • <br /> SW_21 SW-2 B2 27 A\SW-2 SW-2 <br /> < o >6; 11 $4.3 SW2� 11 63/ SW 3 SW-2 SW-2 SW-2 < o 11/S4.3 <br /> SW-4 SW-6 <br /> B4 DS _, ___ _ B4 DS IN RIM yr B4 DS 64 D <br /> B4 OS / <br /> © �-? ` B4 OS S HDR, T • CJI _ 1- . . . � -- , M _ _ <br /> - " '� SW-4 TBREAK SW 4 <br /> HORIZ N>---- HORIZ - I <br /> \.___ <br /> HORIZ R OPENING - hID SW-4 MSTC28 MSTC28 SW-4 SW-4 SW-4 SW-4 HORIZ HORIZ1- HORIZcn > <br /> 5/28/19 19-042 <br /> 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 TCB FPP <br /> DESIGN CHECKED <br /> I I I I I I I I I I I I <br /> BDS AS NOTED <br /> DRAWN SCALE <br /> CL) CID (j3 Eii) H G C11) E0 C 0 CD <br /> NOTES: <br /> 1. SEE ARCH FOR DIMENSIONS. <br /> 2. WALLS SHOWN ARE ON LEVEL BELOW. <br /> BEAM SCHEDULE JOIST SCHEDULE 3. EiZa INDICATES SHEAR WALL. <br /> 4. SW-X INDICATES SHEAR WALL TYPE. <br /> B1 2x6 DF#2 J1 11%" TJI 210 ® 16""oc 5. "DS" INDICATES DRAG STRUT - NAIL THRU SHEATHING W/ 8D 0 4""OC FOR EN11RE LENGTH OF MEMBER <br /> B2 31LLx14 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 3Yx11 7A LSL 7. SEE 2/S4.5 FOR HOLD DOWN SCHEDULE. SHEET TITLE <br /> B4 1%x11 LSL 8. SEE 1/S4.3 FOR SHEAR WALL SCHEDULE. <br /> 9. ALL STUDS AND PLATES TO BE DOUG-FIR #2. <br /> 10. BETWEEN L3 & L4: <br /> ALL DEMISING WALLS TO BE 2X6 DF#2 ON 2X6 PLATES ® 16"0C. L4 <br /> ALL EXTERIOR WALLS & CORRIDOR WALLS TO BE 2X6 DF #2 ® 16"0C. <br /> ALL 11. POST SIZES CALLED ROUT`ARE O TO REMAINAD HELSAME IZELS TO BE 2UNTIL X4 F POST TERMINATES. FRAMING PLAN <br /> 12. SEE $4.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. 110 <br /> SHEET NO. <br /> 15. 0. INDICATES INTERMEDIATE BEARING POINT. <br /> 16. JOISTS TO BE STAGGERED WHERE APPLICABLE FOR FULL BEARING OVER INTERMEDIATE BEARING WALLS. <br /> S2 . 4 <br /> L4 FRAMING PLAN 3/32,=1'-o° 3 <br />