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immi <br /> mii FOSSATTI PAWLAK <br /> NNE <br /> ma 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 /> NAL E� <br /> .55P,Vrt10J ` <br /> P ' <br /> \ <br /> iz> <br /> \- 1WASy� v <br /> N <br /> 1 <br /> • �� .0 /ak....".' <br /> • ■ <br /> °; \;a, q\ 23024 • <br /> ' <br /> am " <br /> '1 1LRAL E v(j <br /> r:r PROJECT <br /> Ca <br /> Q <br /> co <br /> O -' <br /> +� <br /> T <br /> T cp (i) cii) -1) cii) (-1) D� cir) O O � <br /> z (V <br /> LLI <br /> i I I I I I I I I I NO <br /> 1111 _ _, _ _ <br /> --1 _ _ 1- _ _ 1 -- _ _ 1 _ _ _ <br /> 1 _ _ _ 1 _ _ , _ _ - 1 _ , _ _ 1 _ _ _ 1 _ _ <br /> SW-6 < n SW-6 SW-6 <br /> -----\ -------\ <br /> I I I ^ ^ �� I ^ I I I I I <br /> HORIZ MSTC28 PREVISIONS <br /> SW-3 SW-3 HORIZ MSTC28 SW-3 ^ SW-3 BM/RIM SW-3 SW-3 <br /> HORIZ MSTC28 BM/RIM 10/S4.3 NO. DATE <br /> SW-3 SW-3 BM/RIM B4 DS TYP 84 DS A. .�.. <br /> -----\ SW-3 ^ ^ ^ <br /> I I I I I i I ..... . I I I <br /> II) ,1,_ 1.- B 4 <br /> DS - _ _ _ _ J1 \ - _ _ _ _ _\ _ _ _ _ _ - - 7/01/19 PERMIT REVISIONS <br /> / / / \ 0 4 e \ I <br /> \ o \ o \ \ o \ o \ o \ :: \ <br /> 0 <br /> SW- SW-4 1 SSW-3 UNO SWr4 A 9/17/19 PERMIT REVISIONS <br /> < SW-4 I SW-4� < o I > I I - I 1 I >. SW-6 <br /> 1 <br /> SSW 3 <br /> SW-2 r y SW-4' < > �,, SW-2 SW-2 <br /> ) < N <br /> 'i <br /> o <br /> - ^ _ HORIZ MSTC28 HORIZ MSTC28 / - - - _ >< o _� T �- N SW-2 ,T- ° \, - - 41) <br /> - <br /> 7/54.3 BM/RIM BM/RIM N° SW-2 - / \ <br /> N / ^ ^ ^ / ^ B4 IN RIM A ao, <br /> 4,DS x' T I B4 DS _ ,� ^ �� '1'�1T I'�JNU ^ ORIZ MSTC28 .�� HOW MSTC28 ^ 4 <br /> - - <br /> O - v - - a I - - - J1, ! \ I - I ^� - - I IIO NOT BREAK- I I BM/RIMBM/RIM - - - O <br /> ° OVER OPENING <br /> SW-4� g B2 DS A \ TYP UNO 1 B4 DS B2 DS A B4 DS SW-6 <br /> e \ o \ o \ 9 S4.3 0 \\ o \ o \ . , ., . \ _ _ 9/S4 ° \ \ _ ° <br /> I' <br /> SW-2 SW2 � � , �F <br /> SW-2 SW-3� SW 4� SW-2 SW-2 SW-2 <br /> kSW-4 62 ! I I I I Cr) SW-2 I SW-4 <br /> 11S4.3 11S4.3 I <br /> < ° > �SW-4 SW-3 '< ° > / <br /> B4 DS :3 SW-4 B4 DS B4 DS B4 IN R B4 DS „ /B3 \SW-6 B4 DS .� <br /> SW-6 <br /> B4 DS - <br /> j _ SW-6 _ SW-6 x , _. � ,.s _ _ <br /> PO <br /> -� L_ _ a T_BREAK <br /> _� 4 >n <br /> _ _ , ..., „./ I, <br /> © ---HORIZ N HORIZ �, OVER OPENING HORIZ HORIZ HORIZ 5/28/19 19-042 <br /> SW-6 SW-6 SW-6 SW-6 SW-6 HORIZ SW-6 SW-6 SW-6 SW-6 SW-6 DATE JOB# <br /> MSTC28 MSTC28 MSTC28 \ MSTC28 MSTC28 <br /> BM/RIM BM/RIM > MSTC28 BM/RIM RIM/BM RIM/BM <br /> B TCB FPP <br /> M/RIM <br /> DESIGN CHECKED <br /> I I i I I IBDS AS NOTED <br /> DRAWN SCALE <br /> C[_1) (1) C[:1) (11) C[3' G EiD (11) DO C 0 AO <br /> NOTES: <br /> 1. SEE ARCH FOR DIMENSIONS. <br /> 2. WALLS SHOWN ARE ON LEVEL BELOW. <br /> BEAM SCHEDULE JOIST SCHEDULE 3. 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"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. SHEET TITLE <br /> B3 3Y2x11/ LSL 7. SEE 2/S4.5 FOR HOLD DOWN SCHEDULE. <br /> . B4 134x11% LSL 8. SEE 1/S4.3 FOR SHEAR WALL SCHEDULE. <br /> 9. ALL STUDS AND PLATES TO BE DOUG-FIR #2. <br /> 10. BETWEEN L4 & L5: <br /> ALL DEMISING WALLS TO BE 2X4 DF#2 ON 2X4 PLATES ® 16"OC. L5 <br /> ALL EXTERIOR WALLS & CORRIDOR WALLS TO BE 2X4 DF #2 (0 16"OC. <br /> ALL INTERIOR NON-LOAD BEARING WALLS TO BE 2X4 DF #2 ® 16"OC. FRAMING PLAN <br /> 11. POST SIZES CALLED OUT ARE TO REMAIN THE SAME SIZE UNTIL POST TERMINATES. <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. ► INDICATES INTERMEDIATE BEARING POINT. 1110 <br /> 16. JOISTS TO BE STAGGERED WHERE APPLICABLE FOR FULL BEARING OVER INTERMEDIATE BEARING WALLS. <br /> S2 . 5 <br /> L5 FRAMING PLAN <br /> 3/32"=t-o" 3 <br />