1020 N BROADWAY 2019 Plans 2022-12-06

FOSSATTI PAWLAK r STRUCTURAL ENGINEERS 1735 Westlake Ave N,Ste 205 B Seattle,WA 98109 Phone:206.456.3071 Fax:206.456.3076 www.fossatti.com N I < SW-6 N i W8x10 1 P, p Fz,z, :'' -sF WA Sy �i�-. _ , f:l� �� ,F7. Itil)C.". CO ., ,,, :. — " 0�� 23024 \�, 10 tr,\ rif e � <v i."� I _ _ w��11N L E ti��' CC — — `...-ION A L - h' RJ1,, 1 m O =_- A SW-6 - 2/S4.2 PROJECT II SW-6 I I U SW-6GI PENTHOUSE > ROOF FRAMING PLAN cu p mom' • TTTTTTTTTTTT . Co SW-6 < SW-6 SW-6 s N " ^ I I 1 I I I HORIZ MSTC28 _REVISIONS SW-6 < N SW-6 HORIZ MSTC28 SW-6i SW-6 SW-6 BM/RIM SW-6 SW-6 BM/RIM SW-6 SW-6 N SN-6 �— — `V RB5 DS RB5 DS NO. DATE I I I 14 1 1 n. .N I ID — — _ I RB4 DS I RB4 I RB4 — — — — — — _ - — I I — I — — I — — — — — — — © 7/O1/19 PERMIT REVISIONS RJ1 �: o \I \ I o \I 2/S4.2 / II 1 i i e \I �, o I� ° T� I . I � I` I �1SIc s�GO'a I l I Ji SW-6 UNO I RB4 __ RB4 I RB4 1 ?g �` A 9/17/19 PERMIT REVISIONS V I ° 1 1 I Ii 1 i 1 I - - —= sw 6 JL _ L I „ G JL swII- IISW-6 I I I N I I I I I_ J� �� L , �L — - - _ =�� _ = _ iL J= = �= `� SW 6 , , i---- - —1= ,- �` 1 / I I =1= _ RJ2 41) — — — — — — — �° ID — — — SW-6 — >< ,° — - — — — / — �° — -- — — — � — = m \ ° \ / — — I� — — _ — —=�— — __— �, - c,/ RB5 IN RIM �/ � _ �_ — —�/ n 2 S4.2 11 _ — ^ -, ^_=11=— —� ^ N ^ r"-- I,�— — ^ — 1 _ I I _ (( ` r f—_ ^ A8 HI�R, T` JNO— —I —_ ^ I- ^ — _ — — ^ -I X — — —_›-zi: O4 — — — 11 — I II 1 II II II I II � I I II I FPO NOT BREAK— I TT 1 SW-6 N II II I II OVER OPENIVG II R63 SW 6� it , fl II II5TYP2 I� II II I 1f II 11 9 � SW-6 RJ3 0 \I "' ° \£ o \i 0 \I 1 0 \I 1 0 o RJ1 �I I o y e o �I o \ 11 - 3 o RJ3 0 m 1 ,m� .- , � `� TYP 1 II -- `� 4/S4.2 I I I 11 11 1 t 11 11 a,�s., 1 \Sw-6 i t SW 4 I I SW 6� UNO I I SW-4 I I I I I I SW-4 I i t I SW 4 '63 �SW 4 II SW-4 SW-67 I 11 I I I I II I I I I I I I I I I I I SW-6 11 4/S4.2 II 1 SW-6 II RB4 RB4 11 RB4. ti R64 I II II I IIMS1C28 RB1 MSTC2$ SW-6 RB4 _41 RB4 — — —j L — — RB4 , I I I I 1— —,.— RB5 IN RIM _ RB4 I I RB4 RB4 RB RB4-----------„, _ �_ RB4 RB4 SW-6 SW-6 „ ID _ _ .� I ,,,,_, ,,,„ T BREAK V wTh \ - 41)- N ( N N OVER OPENING I - - - - - 5/28/19 19-042 SW 6 SW-6 �SW-6 SW-6 SW-6 SW-6 CV SW-6 SW-6 SW-6 SW-6 DATE JOB# M N 4 r M TCB FPP DESIGN CHECKED I I I I I I I I I I I I BDS AS NOTED DRAWN SCALE , (j3 C[_-) CID (1[;) Cii) I FL) E DO C 0 AO NOTES: 1. SEE ARCH FOR DIMENSIONS. 2. WALLS SHOWN ARE ON LEVEL BELOW. ROOF BEAM SCHEDULE ROOF JOIST SCHEDULE 3. ImEw INDICATES SHEAR WALL. 4. SW-X INDICATES SHEAR WALL TYPE. RB1 Vix117/8 LSL RJ1 11%" TJI 110 4 24"oc 5. "DS" INDICATES DRAG STRUT - NAIL THRU SHEATHING W/ 8D © 4"0C FOR ENTIRE LENGTH OF MEMBER RB2 (2) 2x6 DF#2 RJ2 2x6 @ 24"oc 6. - INDICATES HOLD-DOWN TYPE OR MARK FOR ENGINEERED HOLD-DOWN AT THE LEVEL INDICATED ' IN THE SHEET TITLE. HOLD-DOWN TYPE TO REMAIN THE SAME AS LEVEL BELOW. SHEET TITLE RB3 3Yx14 LSL RJ3 1Y2x11% LSL ® 24"oc 7. SEE 2/S4.5 FOR HOLD DOWN SCHEDULE. RB4 Vol 1% PSL 8. SEE 1/S4.3 FOR SHEAR WALL SCHEDULE. RB5 1%x11% LSL 9. ALL STUDS AND PLATES TO BE DOUG-FIR #2. 10. BETWEEN L5 & ROOF: ALL DEMISING WALLS TO BE 2X6 DF#2 ON 2X6 PLATES 0 16"OC. ROOF ALL EXTERIOR WALLS & CORRIDOR WALLS TO BE 2X6 DF #2 ® 16 OC. ALL INTERIOR NON-LOAD BEARING WALLS TO BE 2X4 DF #2 © 16"OC. FRAMING PLAN 11. POST SIZES CALLED OUT ARE TO REMAIN THE SAME SIZE UNTIL POST TERMINATES. 12. SEE S4.X SERIES SHEETS FOR TYPICAL WOOD FRAMING DETAILS. 13. SEE STRUCTURAL GENERAL NOTES FOR ALL HEADERS NOT NOTED IN PLAN. 14. SEE STRUCTURAL GENERAL NOTES AND 4/S4.1 FOR POSTS AT ENDS OF ALL HEADERS AND BEAMS NOT EXPLICITLY NOTED IN PLAN. ID SHEET NO. 15. ► INDICATES INTERMEDIATE BEARING POINT. 16. JOISTS TO BE STAGGERED WHERE APPLICABLE FOR FULL BEARING OVER INTERMEDIATE BEARING WALLS. S2 . 6 ROOF FRAMING PLAN 3�32„=1,'0„ 3