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REVIEWED RESUB 1+Structural_Analysis_or_Calculations+11.1.2022_1.46.56_PM+3197188The following documentation shall be available on ' site for the building inspector: 1 X❑ COE APPROVED ARCHITECTURAL PLAN SET ' ❑ COE APPROVED STRUCTURAL PLAN SET ❑ COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ❑ SITE PLAN ❑ CIVIL PLAN i SCOPE DETAIL PLAN SHEETS ; X � ■ ❑ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 (E) 2x6 @ 16" STUDS (E) GLULAM BEAM HUG Col v TYP. GONG.'L"° PL-R NOTES: APPROVED ,.,.,.,.,.,.,.,.,............................... PLANS MUST BE REVIEWED ON JOB SITE BY ALL WORK SUBJECT CITY OF EDMONDS TO FIELD INSPECTION FOR BUILDING DEPARTMENT CODECOMPLIANCE..r.r.r.r.r.r.r.r.............................. r ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� ■ IIIIIIIIII� J ISPECIAL INSPECTIONS AND DOCUMENTS ,NEEDED FOR THIS PERMIT: 11. STRUCTURAL OBSERVATION ■2. WATER -RESISTIVE BARRIER AND ■ ICLADDING I (N) 2x6 TEMP BRACING, TYP. W/ (3) #10 x 2-1/2" SIMPSON SD SCREWS EA. END AND (1) PER STUD. (N) SIMPSON AC4 POST CAP, EA. SIDE FEMP SHORING, NOTE 2 ll ALL ARO)LI WD \1V I HDO W OPeNi w& REMOVE AND REPLACE (E) 4x6 POST REUSE (E) APB 46 AP5 4(o COLUMN 5A5E 1. BACKGROUND IMAGE IS FROM SHEET S7 OF THE ORIGINAL CONSTRUCTION DRAWINGS TITLED STEVENS MEMORIAL HOSPITAL ONCOLOGY CENTER BY DECKER/FUKUI ARCHITECTS AND PLANNERS, DATED NOVEMBER 30, 1989. 2. SHORE BEAMS ON BOTH SIDES OF 4x6 POST TO BE REMOVED PRIOR TO REMOVING POST. REFERENCE SK-1 FOR ADDITIONAL SHORING REQUIREMENTS. T REPLACEMENT AT GLULAM BEAM SUPPORT NOT TO SCALE BLD2022-1201 RESUB Nov 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERS ARCHITECTS WJ MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 960 South Harney Street Seattle, Washington 98108 206.622.1441 tel 1 206.622.0701 fax Headquarters & Laboratories: Northbrook, Illinois Atlanta I Austin Boston I Chicago I Cleveland I Dallas I Denver Detroit Honolulu I Houston I Los Angeles I Minneapolis I Nm Haven I NeiPrinceton I San Francisco I Seattle I Washington, D.C. Seal w x w 5686AL ��S70NAL ECG 10/20/2022 Consultant Project Swedish Edmonds 21605 76th Ave W Edmonds, WA 98026 Client GLY 200 112th Ave NE #300 Bellevue, WA 98004 Mark 1 Date I Description 0 1/2" 1" THIS SHEET PLOTS FULL SIZE AT 11x17 (INCHES) Project No. 2022.5878 Date 10/20/2022 Drawn ZWS Checked JJG Scale NTS ADDITIONAL DETAILS Sheet Title SK-4 Sheet No. I 2 3 4 HUG ColO TYP. coNG• 2' FLR •' Z meCo TOP 1-L.A7E OUT 7J 1 r 5 TO IS GOLUMW6 REMOVE AND REPLACE (E) 4x6 SILL W/ (N) 4x6 SILL, NOTE 2 (N) SIMPSON A35 TOP & BOTTOM, EA. SIDE 4v& ALL ARiOUWD ,M HDOW opewlwG APl3 4lo GOL-LJrq 9WA+.SE NOTES: 1. BACKGROUND IMAGE IS FROM SHEET S7 OF THE ORIGINAL CONSTRUCTION DRAWINGS TITLED STEVENS MEMORIAL RES U B HOSPITAL ONCOLOGY CENTER BY DECKER/FUKUI ARCHITECTS AND PLANNERS, DATED NOVEMBER 30, 1989. Nov 01 2022 2. (N) 4x6 SILL TO BE INSTALLED FLATWISE TO MATCH EXISTING CONSTRUCTION CITY OF EDMONDS DEVELOPMENT SERVICES 1 TYPICAL 4x6 SILL REPLACEMENT SCALE: NOT To SCALE DEPARTMENT ENGINEERS ARCHITECTS WJ MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 960 South Harney Street Seattle, Washington 98108 206.622.1441 tell 1 206.622.0701 fax www.w -coo Headquarters & Laboratories: Northbrook, Illinois Atlanta I Austin Boston I Chicago I Cleveland I Dallas I Denver I Detroit Honolulu I Houston I Los Angeles I Minneapolis I New Haven I New York Princeton I San Francisco I Seattle I Washington, D.C. Seal w C W 5686RAL L ECG 1012012022 Consultant Project Swedish Edmonds 21605 76th Ave W Edmonds, WA 98026 Client GLY 200 112th Ave NE #300 Bellevue, WA 98004 Mark 1 Date I Description 0 1/2" 1" THIS SHEET PLOTS FULL SIZE AT 11x17 (INCHES) Project No. 2022.5878 Date 10/20/2022 Drawn ZWS Checked JJG Scale NTS ADDITIONAL DETAILS Sheet Title SK-5 Sheet No. I 2 3 4 FASTEN (E) 2X6 TO (N) 2X SEGMENT W/ (1) SIMPSON 0.22x( SDWS SCREWS @ 12" 0.( (E) 4x6 HEADE TEMP SHORING, NOTE REMOVE AND REPLAC LOWEST 5'-8" OF (E) 2) FASTEN (N) 2X6 SEGMENT V (2) SIMPSON 0.22x6" SDW SCREWS @ 12" OX (E) SILL TO REMAI NOTES: (N) 2x6 BLOCKING, INSTALL AT GAP BTWN (E) BLOCKING 13'1 FASTEN (N) 2X6 SEGMENT AND (E) 2X6 TO (N) BLOCKING W/ (4) SIMPSON 0.22x6" SDWS SCREWS ABOVE AND BELOW CUT (E) 2x6 x 2'-0" BLOCKING, OCCURS WHERE BEAMS FRAME IN, TYP. REMOVE AND REPLACE LOWEST 13'-0" OF (E) 2X6 FASTEN (N) 2X6 SEGMENT TO (E) BLOCKING W/ (6) SIMPSON 0.22x6" SDWS SCREWS PER BLOCK TOP OF (E) CONCRETE SLAB 1. SHORE 4x6 HEADER ON GRID D PRIOR TO REMOVING 2x6 SEGMENTS. REFERENCE SK-1 FOR ADDITIONAL SHORING REQUIREMENTS. 1 SOUTHEAST CORNER COLUMN REPAIR SCALE: NOT TO SCALE (E) 2x6 (N) 2x6 SEGEMENT SECTION A -A SECTION B-B (E) 2x6 x 1'-8" BLOCKING, OCCURS WHERE BEAMS FRAME IN (E) 2x6, CONT. FULL HEIGHT (N) 2x6 SEGMENT (E) 2x6 x 1'-8" BLOCKING, OCCURS WHERE BEAMS FRAME IN (E) 2x6, CONT. FULL HEIGHT (N) 2x6 SEGMENT RESUB Nov 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERS ARCHITECTS WJ MATERIALS SCIENTISTS Wiss, Janney, Elstner Associates, Inc. 960 South Harney Street Seattle, Washington 98108 206.622.1441 tell 1 206.622.0701 fax www.wie.�om Headquarters & Laboratories: Northbrook, Illinois Atlanta I Austin Boston I Chicago I Cleveland I Dallas I Denver I Detroit Honolulu I Houston I Los Angeles I Minneapolis I New Haven I New York Princeton I San Francisco I Seattle I Washington, D.C. Seal w x w 5686RAL NAL ECG 1012012022 Consultant Project Swedish Edmonds 21605 76th Ave W Edmonds, WA 98026 Client GLY 200 112th Ave NE #300 Bellevue, WA 98004 Mark Date Description 0 1/2" 1" THIS SHEET PLOTS FULL SIZE AT 11x17 (INCHES) Project No. 2022.5878 Date 10/20/2022 Drawn ZWS Checked JJG Scale NTS ADDITIONAL DETAILS Sheet Title S K-6 Sheet No.