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APPROVED PLN FIR RESUB1 BLD2023-0345+Architectural_Plan+5.24.2023_8.32.51_AM+3565801VERDANT I 1EALT1 I Kruger Building Exterior, Floors 1 & 2 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Approved D F M CM r'Ls $u.lrt South County Fire Date: 06/09/2023 06-09-2023 RESUB 1 PLAN REVIEW APPROVED WITH CONDITIONS 1. ADDRESS NUMBERS ARE REQUIRED TO BE VISIBLE FROM THE STREET AND BE OF CONTRASTING COLOR TO THE BUILDING. 2. ALL FIRE LANE MARKINGS MAY NEED RE -PAINTING. NOTE: THIS PERMIT HAS BEEN APPROVED WITHOUT THE REQUIRMENT FOR SPRINKLER ADDITIONS TO THE CONCEALED SPACES LOCATED INSIDE THE SLOPED ROOF PERIMETER. FUTURE PERMITS REGARDING INTERIOR PERMITS MAY REQUIRE THE INSTALLATION OF SPRINKLERS INSIDE THESE CONCEALED SPACES. DFM BURT APPROVED WORK UNDER SEPARATE PERMITS: MECHANICAL PERMIT FIRE ALARM PERMIT ELECTRICAL PERMIT SIGNAGE PERMIT PLUMBING PERMIT DOCUMENTS FOR WORK UNDER SEPARATE PERMITS OR DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE (ARCHITECT/ENGINEER OF RECORD) FOR REVIEW PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL. NO WORK SHALL PROCEED UNTIL THE DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND PERMIT OBTAINED. PLANS MUST BE ON JOB SITE SOUTH ENTRY PERSPECTIVE Scale: The following documentation shall be available on site for the building inspector: ■ ; ■ []COE APPROVED ARCHITECTURAL PLAN SET ■ x❑ COE APPROVED STRUCTURAL PLAN SET I COE REVIEWED CALCULATION PACKET ■ ❑ ENERGY CREDIT WORKSHEET ■ ❑ SITE PLAN I ■ CIVIL PLAN ■ ; ■ - ❑■ - I ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & SHEET # SHEET TITLE G-001 COVER SHEET & NOTES G-002 GENERAL REQUIREMENTS, NOTES, ABBREVIATIONS AD100 SITE DEMOLITION PLAN AD101 L01 DEMOLITION PLAN AD102 L02 DEMOLITION PLAN AD103 ROOF DEMOLITION PLAN AD200 DEMOLITION ELEVATIONS A-100 SITE PLAN A-111 L01 FLOOR PLAN A-112 L02 FLOOR PLAN A-113 ROOF PLAN A-131 L01 REFLECTED CEILING PLAN A-132 L02 REFLECTED CEILING PLAN A-200 FINISH MATERIAL LEGEND AND NOTES A-201 EXTERIOR ELEVATIONS A-203 EXTERIOR ELEVATIONS (COLORED) A-401 ENLARGED PLANS AND SECTIONS A-402 ENLARGED PLANS AND ELEVATIONS A-501 CONSTRUCTION DETAILS A-502 CONSTRUCTION DETAILS A-601 DOOR SCHEDULE, ELEVATIONS, DETAILS APPROVED BY PLANNING Jun 20 2023 The permit does not include any new exterior Signs. Separate permit required City Of Edmonds Building Department Work EXTERIOR RENOVATIONS -------------------------------------------------- Address 21600 HIGHWAY 99 ---------------------------- ---------------- Owner KRUGER CLINIC ------------------------------------------- --------------------------- Approved Date 06/07/2023 Building Official ; Eris/ Carter Permit Number BLD2023-0345 REVISIONS DATE PAGES CHANGES REV1 REV2 REV3 REV4 REV5 ►TAi_M111111 x 2121h St SW J n E 213th PI SW 21 sth St SW 216th St SW J D 218th St SW 220th St SW J D 222nd Street SW w 216th 212th St SW 212H, qt cur 220th St SW 2201h St SW 0 Y i I0a."I091=01.�IaIlei 05 Project Location VICINITY MAP NTS ® ' TAX PARCEL #00580700002900 SECTION 29 TOWNSHIP 27 RANGE 04 QUARTER NW SOLNERS 5 ACRE TRACTS BILK 000 D-00 - TR 29 LESS W 331.6FT IN WIDTH OF SD TR 29 & TGW TH PTN VAC SPRUCE ST (AKA 72ND AVE) LY ADJ PER VOL 30 PG 165 OFCOMM REC DATED APRIL 9, 1928 EXTERIOR RENOVATION INCLUDING DEMOLITION OF EXISTING WOOD SIDING AND TRIM, STANDING SEAM METAL ROOF AND SHEATHING, AND EXISTING DECKS AND RAILINGS. NEW CONCRETE SIDEWALKS, STAIR, AND RAMPS, AND CONCRETE SLAB FOR GENERATOR, AND NEW FENCING. NEW METAL PANEL SIDING AND TRIM, ROOFING, GUTTERS, WINDOWS, NEW EXTERIOR CANOPIES AT WEST AND EAST ENTRANCES, AND NEW GUARDRAILS AND HANDRAILS. INTERIOR WORK LIMITED TO WINDOW TRIM AND FINISH REPLACEMENT. Property Mger: JSH PROPERTIES INC. 509 OLIVE WAY SUITE 1011 SEATTLE, WA 98101 #(425) 679-0525 JIM FORENZA jimf@jshproperties.com Structural Engr: KPFF CONSULTING ENGINEERS 1601 5TH AVE SUITE 1600 SEATTLE, WA 98101 #(206) 622-5822 JORA LEHRMAN jora.lehrman@kpff.com ADAM RADKE Adam.Radke@kpff.com Civil Engineer: KPFF 1601 5TH AVE #1600 SEATTLE, WA 98101 (206) 622-5822 ALEX SUNDELL alex.sundell@kpff.com JEREMYFEBUS jeremy.febus@kpff.com PROJECT ADDRESS: Kruger Clinic 21600 Hwy 99 Edmonds, WA 98026 FLOORS 1-2 CONSTRUCTION TYPE: V-1 HOUR (V-B) PARTIALLY SPRINKLERED ZONE: General Commercial (CG) OCCUPANCY: B BUILDING AREA: 43,136 GSF INTERIOR WORK AREA: 500 SF Architect: JPC ARCHITECTS, LLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 #(425)641-9200 MARK PETERSON markp@jpcarchitects.com BRIAN TRAPP briant@jpcarchitects.com Landscape: BRUMBAUGH & ASSOCIATES 600 NORTH 85TH STREET, SUITE 102 SEATTLE, WA 98103-3826 #(206)782-3650 SEAN LUNDQUIST SeanL@brumbaugh-assoc.com MARKBRUMBAUGH MarkB@brumbaugh-assoc.com Elec Engineer RUSHING 1721 8TH AVE N SEATTLE, WA 98109 #(206)285-7100 TIM DEL MUNDO (ELECTRICAL) timd@rushingco.com DAVID LEVITT (LIGHTING) davidl@rushingco.com Cost Estimator: PRODIMS 520 KIRKLAND WAY SUITE 301 KIRKLAND, WA 98033 #(425) 828-0500 DENNIS TESCHLOG dteschlog@prodims.com Contractor: TBD APPLICABLE EDITIONS OF BUILDING CODES: BUILIDING CODE: 2018 INTERNATIONAL BUILDING CODE (IBC), WAC 51-50 EXISTING 2018 INTERNATIONAL EXISTING BUILDING CODE BUILDING CODE: (IEBC), 301.3.2 WORK AREA COMPLIANCE METHOD FIRE CODE: 2018 INTERNATIONAL FIRE CODE (IFC), WAC 51-54A, INCLUDING APPENDIX B & C ENERGY CODE: 2018 WASHINGTON STATE ENERGY CODE, WAC 51-11 MECHANICAL 2018 INTERNATIONAL MECHANICAL CODE (IMC), CODE: WAC 51-52 ELECTRICAL 2020 NATIONAL ELECTRICAL CODE (NEC) (NFPA 70), CODE: 2020 WASHINGTON CITIES ELECTRICAL CODE WITH APPLICABLE RCW 19.28 & WAC 296-46B PLUMBING CODE: 2018 UNIFORM PLUMBING CODE (UPC), WAC 51-56 & 51-57 INCL. APPENDICES A, B, AND I. ZONING CODE: CITY OF EDMONDS ACCESSIBILITY ICC/ANSI A117.1-2009 ACCESSIBILE AND USABLE CODE: BUILDING AND FACILITIES U W U -O (D_ CV N W O Q z� Q U s N � ^W O W O. m Verdant low HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 sass REGISTERED ARCHITECT q AR A. TERSON EOF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP COVER SHEET & NOTES co INDUSTRIES G-001 ;_) 2022. JPC Architects. LLC M GENERAL NOTES: ABBREVIVATIONS: 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. A/C - AIR CONDITIONING MAX MAXIMUM CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. ACT -ACOUSTICAL CEILING TILE MECH MECHANICAL 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN ACB -ACOUSTICAL CEILING BAFFLE MEP MECHANICAL ELECTRICAL PLUMBING 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE DRYWALL/MILLWORK CONDITIONS. ACP -ACOUSTICAL CEILING PANEL MEZ MEZZANINE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND AFF -ABOVE FINISH FLOOR MFR MANUFACTURE(R) STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS AHJ -AUTHORITIES HAVING JURISTICTION MIN MINIMUM OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. ALT -ALTERNATE MISC MISCELLANEOUS CONTRACTOR. MT METAL 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL BD -BOARD MTC METAL CEILING 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE BL BLINDS (WINDOW) MTD MOUNTED TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION FIRE TREATED. BLDG BUILDING MUL MULLION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH B.O. BOTTOM OF EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: CARPET SEAMING, LIGHTING, CASEWORK, DOORS, B/S BUILDING STANDARD N -NORTH THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED FRAMES, DOOR HARDWARE, FINISHES, STAIR STEEL, GUARDRAIL SYSTEM, HANDRAIL SYSTEM, GLAZING BU BUILT UP NIC NOT IN CONTRACT BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, SYSTEMS, GLASS, INSULATION AND WALL COMPONENTS, PLUMBING FIXTURES AND ACCESSORIES, NTS NOT TO SCALE ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO OPERABLE PARTITION, STRUCTURAL STEEL. CAB CABINET THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR CIS CORNER GUARD OA OVERALL RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION CLG CEILING OC ON CENTER CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLR CLEAR(ANCE) OD OUTSIDE DIAMETER MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) CO CONCRETE OH OPPOSITE HAND SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. FOR ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED COL -COLUMN OPNG OPENING BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING COMP COMPRESSION OTS OPEN TO STRUCTURE 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, SUB -CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY CONS CONSTRUCTION MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN CONT CONTINUOUS P PLUMBING FIXTURE TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: CORR CORRIDOR PL PLASTIC LAMINATE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. CP -CARPET PNL -PANEL A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) CR - CARD READER PR PAIR 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK. CTR -CENTER PT PAINT GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF PTN PARTITION ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN- DA -DRAPERY 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE D/DEMO DEMOLITION R -RELOCATED SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. ARCHITECT AS NOTED ABOVE. DTL DETAIL RAID RADIUS DF DRINKING FOUNTAIN RF RESILIENT FLOORING 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT DIA DIAMETER REF -REFERENCE REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A DIM DIMENSION REFR REFRIGERATOR FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE DN DOWN REINF REINFORCING ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS DR -DOOR REQ REQUIRED RATED FIRE DOORS AND HARDWARE). SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER DWG - DRAWING REV REVISION SHALL BE UTILIZED FOR INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO DRW -DRAWER RH RIGHT HAND 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING RM -ROOM DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE E - EAST/ EQUIPMENT RO ROUGH OPENING AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. EA -EACH IRS ROOM SCHEDULER 9. CONTRACTOR SHALL PROVIDE 18-GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL -MOUNTED EL ELEVATION FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE ELEC ELECTRICAL S -SOUTH SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB ELEV -ELEVATOR SAF SELF -ADHERED FLASHING 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY INVESTIGATION (VIA SONO-GRAPH AND/OR X-RAY) TO LOCATE EXISTING UTILITIES OR OTHER EQ -EQUAL SB SOUND BATT INSULATION ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK EQUIP EQUIPMENT Sc SOLID CORE THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE -INSTALLATION. EXECUTE EST ESTIMATE SEAL -SEALANT 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE -COMPACT THE EXIST EXISTING SECT SECTION TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT EXP EXPANSION SF STATIC CONTROL FLOOR APPROVED BY THE ARCHITECT BEFORE USE. SUITABLE FOR RE -INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). SHT SHEET RE -COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL FEC FIRE EXTINGUISHER CABINET SIM SIMILAR 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE -INSTALL THE EXISTING VAPOR BARRIER FF FACTORY FINISH SO SOLID SURFACE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE FH FULL HEIGHT SPEC SPECIFICATION RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 FIN FINISH(ED) SP SPECIALTY COATING 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HIT-HY 200 FLR FLOOR SQ -SQUARE PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE FOS FACE OF STUD(S) SS - STAINLESS STEEL INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN FOC FACE OF CONCRETE STL -STEEL MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOF FACE OF FINISH STOR -STORAGE DESTROYED OR DISTURBED; REPLACE AS REQUIRED. FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A FT FOOT/FEET STRUC -STRUCTURAL MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 FUR FURRED/FURRING SUSP -SUSPENDED 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S AS SPECIFIED ABOVE. GA -GAUGE TB - TACKBOARD APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO GC GENERAL CONTRACTOR TEL - TELEPHONE MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. GL GLASS/GLAZING TEMP -TEMPERED COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. GR GRAPHICS TFCI TENANT FURNISHED, ARCHITECT AND OWNER PRIOR TO INSTALLATION. GWB GYPSUM WALL BOARD CONTRACTOR INSTALLED 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & TFTI TENANT FURNISHED, TENANT 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED OPERATIONAL MANNER. HC HOLLOW CORE INSTALLED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE/LIFE HCPD HANDICAPPED THK THICKNESS SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, HDR -HEADER THRESH -THRESHOLD PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. HDWR -HARDWARE TV TELEVISION 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF HM HOLLOW METAL TYP TYPICAL SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. HORIZ HORIZONTAL THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HR -HOUR UNFIN UNFINISHED HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND HS HARDWARE SET LINO UNLESS NOTED OTHERWISE REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS HGT HEIGHT UL UNDERWRITERS LABORATORIES SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER HVAC HEATING, VENTILATION, AND AIR UP UPHOLSTERY CONDITION TO RECEIVE THE FINISH INDICATED. CONDITIONING VEN -VENEER 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED INSUL INSULATION VERT VERTICAL WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE VESTI VESTIBULE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, JAN JANITOR VFY VERIFY ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS JT JOINT VIF VERIFY IN FIELD SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. KIT KITCHEN W WEST/WIDE MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS W/ WITH PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, L LIGHT FIXTURE W/0 WITHOUT TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. LAV -LAVATORY WB WALL BASE LH LEFT HAND WC WALLCOVERING, WATER CLOSET 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WD WOOD WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER WF WINDOW FILM CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/81, PER FOOT. WGT WEIGHT WP WALL PANEL 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING WRB WEATHER RESISTIVE MEMBRANE & ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED AIR BARRIER STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY WS WRITABLE WALL SUFACE PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE WT WALL TILE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. SYMBOLS LEGEND: CENTER LINE 1001 ROOM NUMBER REFERENCE 1001 DOOR NUMBER REFERENCE REVISION REFERENCE O REFERENCE KEY (REFER TO SHEET/KEY NOTES) 1 1 <I XX.X 1 INTERIOR ELEVATION SYMBOL SIM 1 DETAIL REFERENCE BUBBLE A101 PROJECT NORTH Eo1 EQUIPMENT TAG WP WALL FINISH TAG CP FLOOR FINISH TAG 01 _W FLOORING TRANSITION TAG U -0 CN 0_ c CU W O Q z00 (> Q U s N (U O (T CO verdant HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 sass REGISTERED ARCHITECT In MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP GENERAL REQUIREMENTS, NOTES, ABBREVIATIONS G-002 r 2022. JPC Architects. LLC TRENCH AS REQUI ELECTRICAL COND LOCATIONS, AND R LINES. REFER TO C AND LANDSCAPE D DEMOLISH EXISTI CONCRETE SLAB a N 0 N SITE PLAN -DEMOLITION SCALE: 1/16" = 1'-0" 4 � DEMOLITION SITE PLAN KEYNOTES 1 DEMOLISH EXISTING GUARDRAIL U w z U -0 N 0_ ry N W Q z(> Q� U s N N O O. m verdant 110SAW0. HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP SITE DEMOLITION PLAN AD100 r 2022. JPC Architects. LLC M I I I I I I I I I I I I I I L_ 7 L 7 L EXISTING CRAW LSPACE PROTECT ADJACENT SURFACES AND GLASS ROOF FRAMING. 4 EXISTING GLASS CANOPY TO REMAIN 5 REMOVE EXISTING SIDING, SHEATHING AND MODIFY FRAMING AS REQUIRED FOR STRUCTURAL WORK. 6 DEMOLISH EXISTING GUARDRAIL(S) 7 REMOVE EXISTING ROOFING FROM LOW ROOF 8 PROVIDE HOLES THROUGH CONCRETE STEM WALL FOR NEW ELECTRICAL CONDUITS. VERIFY SIZE AND SPACING IS ACCEPTABLE WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CUTTING. 9 DEMOLISH WOOD ENCLOSURES. PROTECT M/E/P/T EQUIPMENT TO REMAIN.DECOMISSION AND REMOVE ABANDONED EQUIMENT. CAP PLUMBING LINES INSIDE WALL AND TERMINATE ELECTRICAL AT NEAREST INTERIOR J-BOX OR ELECTRICAL PANEL AS REQUIRED BY CODE 10 DEMOLISH EXISTING BALCONY DECKING, STRUCTURE AND GUARDRAIL 11 DEMOLISH EXISTING BALCONY DECKING AND STRUCTURE 12 DEMOLISH EXISTING STONE CLADDING, SHEATHING, AND FURRING AROUND EXISTING STEEL COLUMN. PROTECT STEEL COLUMN TO REMAIN. TYP OF (8) COLUMNS. 13 DEMOLISH EXISTING WOOD DOOR 14 REMOVE WOOD SIDING FROM SORT ABOVE 15 DEMOLISH EXISTING STEEL GATE 0D200> ITRACT ITION =BRIS FY THE -IALL BE LDING ARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. z U -0 N 0_ ry N W Q z(> Q� U s N N O O. m HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 sass REGISTERED ARCHITECT q AR A. TERSONE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP L01 DEMOLITION PLAN M 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. AD101 r 2022. JPC Architects. LLC TYP. 1 a 0 N 00 66 N 0 N rn 1 C 5 I III III I L L_ ♦I [I® — — — — — ------------------------------------------ I� I I I I V .N - W01 NO.' FD FD FD D Wm m � IN m will awl — --—————— — — — — —— �•�_ —_ —_ -_ —_ —_ �_ — _ ->_ - III SHADED AREA NOT IN CONTRACT 3 D200 V I _ U 7 TYP. — ------ — --————————————————— w I � II — — — — — — — — — — — — — — — — — — — — — — — — — — — II II �I I I II I I I JI � I .p I� V N a� Wo O ) Q< I s� N > 0` _ o a� o` m I II 7 IE r I� I Ir It, 4 D200 HEALTH COMMISSION II SERVING SOUTH SNOHOMISH COUNTY 5 Kruger Building Exterior IIII I 1= Floors 1 & 2 21600 Highway 99 I Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML — CHECKED: BT „ NO.: 22-0302 SEE LEVEL 2 PLAN FOR LOWER ROOF DEMO WORK. DEMOLITION LEGEND: EXISTING WINDOW(S) TO BE REMOVED EXISTING PARTITION/ CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS NEW PARTITION/ CONSTRUCTION Al NEW PARTITION/ CONSTRUCTION DEMOLITION PLAN KEYNOTES 1 REMOVE ALL WINDOWS, AND INTERMEDIATE NONSTRUCTURAL FRAMING WITHIN THIS ROUGH OPENING. REFER TO ELEVATION. 2 REMOVE EXISTING WOOD SIDING AND AIR BARRIER, TYPICAL AT ALL EXTERIOR WALLS. 3 REMOVE SLOPED GLASS PANEL AND MULLIONS ADJACENT TO BUILDING WALL. PROTECT ADJACENT SURFACES AND GLASS ROOF FRAMING. 4 EXISTING GLASS CANOPY TO REMAIN 5 REMOVE EXISTING SIDING, SHEATHING AND MODIFY FRAMING AS REQUIRED FOR STRUCTURAL WORK. 6 DEMOLISH EXISTING GUARDRAIL(S) 7 REMOVE EXISTING ROOFING FROM LOW ROOF 8 PROVIDE HOLES THROUGH CONCRETE STEM WALL FOR NEW ELECTRICAL CONDUITS. VERIFY SIZE AND SPACING IS ACCEPTABLE WITH STRUCTURAL ENGINEER OF RECORD PRIOR TO CUTTING. 9 DEMOLISH WOOD ENCLOSURES. PROTECT M/E/P/T EQUIPMENT TO REMAIN.DECOMISSION AND REMOVE ABANDONED EQUIMENT. CAP PLUMBING LINES INSIDE WALL AND TERMINATE ELECTRICAL AT NEAREST INTERIOR J-BOX OR ELECTRICAL PANEL AS REQUIRED BY CODE 10 DEMOLISH EXISTING BALCONY DECKING, STRUCTURE AND GUARDRAIL 11 DEMOLISH EXISTING BALCONY DECKING AND STRUCTURE 12 DEMOLISH EXISTING STONE CLADDING, SHEATHING, AND FURRING AROUND EXISTING STEEL COLUMN. PROTECT STEEL COLUMN TO REMAIN. TYP OF (8) COLUMNS. 13 DEMOLISH EXISTING WOOD DOOR 14 REMOVE WOOD SIDING FROM SORT ABOVE 15 DEMOLISH EXISTING STEEL GATE I II II II � II TYP. 2 L02 - DEMOLITION PLAN 10041, �,� SCALE: 1/8" = V-0" DEMOLITION SHEET NOTES: 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. s3s9 REGISTERED ARCHITECT q AR A. TERSONE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP L02 DEMOLITION PLAN AD102 ;_) 2022. JPC Architects. 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REPLACE 10%D OF TO REMAIN. PROTECT FROM DAMAGE AS EXISTING PLYWOOD SHEATHING, WHERE REQUIRED FOR NEW WORK. DAMAGED OR HOSTING MOLD. � _ II II II II II II II II II II II II II I II II II II II II II II II II I' II II II II IIIII� II II II II II II II II II II I' II II II II C— � II p II II II II II II II II II II II � _ — � II II II II II II II II II II II �__— _� II II II II II II II II II fly _ _-- II II II L-- -- ______ L -J L_L 2 D200 3 44 L - ]TYP. 2 DEMOLITION LEGEND: LL - - - - - EXISTING WINDOW(S) TO BE REMOVED EXISTING PARTITION/ CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS NEW PARTITION/ CONSTRUCTION Al NEW PARTITION/ CONSTRUCTION DEMOLITION ROOF PLAN KEYNOTES 1 REMOVE EXISTING METAL ROOF PANELS, UNDERLAYMENT, AND SHEATHING, AND MODIFY ROOF FRAMING AS REQUIRED FOR STRUCTURAL SCOPE OF WORK. REFER TO STRUCTURAL DRAWINGS. 2 REMOVE EXISTING METAL ROOF / FLASHING FROM PILASTER, TYPICAL AT ALL SLOPED PILASTERS. --—— — — — — —— �------- _ — II II ---------- ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ II II II II II 11 II I II II II II II 11 II I II II II II II 11 II I 11 II �______ II II II II II 11 II I 11 11 II — — — — II II II II II 11 II 111 11 II I II II II II II 11 II 111 11 II I II II II II II II II I II II II 1 II � _ _ II II II II II II II I II II II 1 II II � _ II II II II II 11 II 111 11 II 1 II II II � L—L ROOF - DEMOLITION PLAN SCALE: 1/8" = V-0" 4 D200 7 - �TYP. 2 DEMOLITION SHEET NOTES: 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. U w -17 U -O N 0_ c N W O Q z(> Q� U s N N O O. m a HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 s3s9 REGISTERED ARCHITECT qMAR A. SON TERE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP ROOF DEMOLITION PLAN AD103 r 2022. JPC Architects. LLC M Cl) T.O. 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JPC Architects. LLC SITE PLAN -NEW SCALE: 1/16" = V-0" / 2 77 LO M Cl) M CV O CV M CCV Cl) PLAN KEYNOTES CRETE RAMP ON GRADE, FLAT TROWELED FINISH CRETE SLAB ON GRADE, FLAT TROWELED FINISH CRETE SLAB ON GRADE, BROOM FINISH GH "VAN ACCESSIBLE" SIGN PER WAC 1101.2.9; SEE DETAIL GH "NO PARKING' SIGN PER WAC 1101.2.9 GH ACCESSIBLE PARKING SIGN PER WAC 1101.2.9; SEE AIL ESSIBLE PAINTED SYMBOL PER WASHINGTON STATE ESSIBILITY REQUIREMENTS ID WOOD/STEEL BENCH ANCHORED TO CONCRETE SLAB. RDRAILMANDRAIL. SEE TYPICAL SECTION. iIGH GALVANIZED STEEL HANDRAIL, SIMILAR TO RDRAIL. iIGH HANDRAIL, PER SECTION. ;TING CONCRETE SLAB TO REMAIN LED CONTROL JOINT CRETE STAIR ITED BOLLARD PER ELECTRICAL GH METAL PANEL FENCE ON THIGH CONCRETE RETAINING L CRETE SLAB ON GRADE OVER 6" CRUSHED SURFACE BASE RSE, PER CIVIL AND STRUCTURAL DRAWINGS RGENCY GENERATOR, PER ELECTRICAL DRAWINGS ;TING ASPHALT WALKWAY TO REMAIN G AND GRADING WORK: 0 CIVIL DRAWINGS. JGE TO PARKING STALL TOTAL QUANTITY OR QUANTITY OF BLE STALLS. z U -0 N 0_ ry N W Q z(> Q� U s N N O p. m HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: DRAWN: BT CHECKED: BT NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION Date 12/4/2022 SD SET 12/16/2022 DD COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/23/2023 JURISDICTION STAMP RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SITE PLAN A-1 00 © 2022, JPC Architects, LLC I L Q LO 66 N CD N M PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECTS APPROVAL. 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. ALL DOORS SHALL HAVE V-6" CLR. ON STRIKE/PULL SIDE AND V-0" CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. U w z U N 0_ N W O Q z(> Q� U s N N O � O. m HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP L01 FLOOR PLAN A-1 11 r 2022. JPC Architects. LLC 0 5 I I I I A-201 1 7 I I 4'-0" IL II 4 -401 0 502 o w 3'-6" L- 7 A-401 a� - - co L---- ------- 0. 4'-0° J Q 66 N CD N CD co 6 �I-o'li�==___ I � � II II II II II II 0 FD SHADED AREA NOT IN CONTRACT co 6\\ FD F� \ O O \\ \ \ OPEN A ,B�LOV� I � I I � � 8 � I 4I 01 I `J I II 71 Es A-)5 I III L III FD FD 3 i III A-401 I III I III I III 11 IT �- L)L --'L =6 TYP. o I [Dr I I I7- I � I I II � I II 205 � II i II II I 3 � II II A-201 III / II / 11 0 I'j A- III I - - - - - - - - - - - J TYP A-501 --- - -- - - J 12 I II lul lul � A-502 = _ - III I I - - - - - - - - - - - - - - - - - ---- - SSR-1 ----------- 7 V I d d U L1J � II - I II 1 it o III U N wo z00 I ss -1 0' I Q� 1 7 V N� > 1 5 a` a� I '-0' 6-9" I SLOPE •. = 2 401 / Z TYP4 l HEALTH COMMISSION 0 10 A 401 \ SERVING SOUTH SNOHOMISH COUNTY a 0 Kruger Building Exterior 1 Floors 1 & 2 IF 1'-9" 21600 Highway 99 i III Edmonds, WA 98020 lu � u II ` DESIGN: JPC IL DRAWN: BT.ML = CHECKED: BT NO.: 22-0302 =J�1 L2 -FLOOR PLAN SCALE: 1/8" = V-0" SSR-1 I 4 <A-201 FLOOR PLAN KEYNOTES FLOOR NOTES: 1 SIDING PER ELEVATIONS, TYP AT ALL EXTERIOR WALLS 1. REFER TO ELECTRICAL DRAWINGS FOR INFORMATION ON ALL ELECTRICAL AND 2 WINDOW PER ELEVATIONS DATA DEVICES, REQUIREMENTS, ETC. 3 EXISTING GLASS CANOPY TO REMAIN 2. GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING, BRACING AND 4 REMOVE WOOD NAILERS FROM EXISTING RETAINING WALL. PATCH RECESS WITH MISC. SUPPORTS AS NECESSITATED BY THE GOVERNING CODE. CEMENT PATCHING COMPOUND. APPLY CEMENTITIOUS FINISH COAT TO ALL EXPOSED FACES OF CONCRETE WALL. GRIND ALL WALL EDGES TO PROVIDE CONTINUOUS 1" MITER. 5 ADD WOOD WALL FRAMING, SHEATHING, GWB AND FINISHES WITHIN EXISTING WINDOW OPENING TO RAISE SILL HEIGHT AS SHOWN ON EXTERIOR ELEVATION. 6 6"X6" STEEL POST, 42" HIGH W/ ADA DOOR OPERATOR BUTTON 7 NEW STANDING SEAM METAL ROOF OVER UNDERLAYMENT. REPLACE ALL ADJACENT FLASHING WITH MATCHING PREFINISHED METAL FLASHING. REPLACE GUTTERS WITH 6" SEAMLESS ALUMINUM GUTTERS. REPLACE 10% OF STRUCTURAL SHEATHING WITH SAME OR EQUAL SHEATHING WHERE DAMAGED OR ROTTING. 9 NEW GLASS PANEL WITH GUTTER AND DOWNSPOUT. MATCH EXISTING GLASS, FRAMING, AND GUTTERS. 10 WHITE EPDM MEMBRANE ROOF, FULLY ADHERED, OVER PROTECTION BOARD, OVER TAPERED RIGID INSULATION, OVER UNDERLAYMENT, OVER WOOD FRAMING. FILL ALL FRAMING CAVITIES WITH MINERAL WOOL INSULATION. 11 GENERATOR PER ELECTRICAL DRAWINGS, UNDER SEPARATE PERMIT 12 SALVAGE AND REINSTALL ADA DOOR OPERATOR BUTTON TO BE RECESSED WITHIN NEW COLUMN FURRING. DIMENSION NOTES: 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. ALL DOORS SHALL HAVE V-6" CLR. ON STRIKE/PULL SIDE AND V-0" CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. s3s9 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DD COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP L02 FLOOR PLAN A-1 12 ;_) 2022. JPC Architects. LLC z U -0 N 0_ ry N W Q z(> Q� U s N N O O. m HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 A-201 sass REGISTERED ARCHITECT q AR A. TERSON EOF WASHINGTON No Description Date SD COORDINATION 12/4/2022 SD SET 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 AND AND Q CID 66 N 0 N RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP ROOF PLAN A-1 13 M ;_) 2022. JPC Architects. LLC L01 - REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" REFLECTED CEILING PLAN KEYNOTES METAL PANEL SOFFIT PER ELEVATIONS. PROVIDE MATCHING CONTINUOUS PERFORATED VENT STRIP METAL PANEL SOFFIT PER ELEVATIONS. PROVIDE MATCHING PERFORATED VENT STRIPS AT EAST AND WEST SIDES. EXISTING GLASS AND STEEL CANOPY TO REMAIN SEE ELECTRICAL DRAWINGS FOR LIGHTING. Q CID 66 N 0 N z U -0 N 0_ ry N W Q z(> Q� U s N N O O. m HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP L01 REFLECTED CEILING PLAN A-1 31 M ;_) 2022. JPC Architects. LLC 7 a M N 0 N j❑L- 0 6, 0 C R� 0 O d co I a � I I I NEW ROOF CANOPY NOT REQUIRED TO BE SPRINKLERED. PER NFPA 13 (2016) 8.15.7.3, SPRINKLERS MAY BE OMITTED L AT EXTERIOR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION IF COMBUSTIBLE CONCEALED SPACES ARE FILLED ENTIRELY WITH NONCOMBUSTIBLE INSULATION, AND E=-- EXPOSED FINISH MATERIAL IS NONCOMBUSTIBLE. I I a 0 �❑I _ -------------------------------- n SHADED AREA NOT IN CONTRACT I I I I I I I I I I I I I I I I I I 11 A 502 .1 71 I ❑ J ❑ -+---� L---J I I I I L_ C rN L02 - REFLECTED CEILING PLAN / SCALE: 1/8" = 1'-0" REFLECTED CEILING PLAN KEYNOTES 1 METAL PANEL SOFFIT PER ELEVATIONS. PROVIDE MATCHING CONTINUOUS PERFORATED VENT STRIP 2 METAL PANEL SOFFIT PER ELEVATIONS. PROVIDE MATCHING PERFORATED VENT STRIPS AT EAST AND WEST SIDES. 3 EXISTING GLASS AND STEEL CANOPY TO REMAIN 4 SEE ELECTRICAL DRAWINGS FOR LIGHTING. U w z U -0 N 0_ ry N w Q z(> Q� U s N N O O. m 2 01 HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 sass REGISTERED ARCHITECT q AR A. TERSONE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP L02 REFLECTED CEILING PLAN A-1 32 ;_) 2022. JPC Architects. LLC M MATERIAL LEGEND a 66 N CD N CID METAL PANEL SIDING MP Al METAL PANEL Al MFR: CENTRIA PRODUCT: IW-10A, 1-1/2" X 12", FLUSH JOINT INSTALL: PER ELEVATIONS FINISH: FASHION GRAY NOTE: MP-A2 METAL PANEL A2 MFR: CENTRIA PRODUCT: IW-10A, 1-1/2" X 12", FLUSH JOINT INSTALL: PER ELEVATIONS FINISH: LIGHT GRAY NOTE: II MP A3 METAL PANEL A3 MFR. CENTRIA PRODUCT: IW-30A, 1-1/2" X 12", 2" REVEAL INSTALL: PER ELEVATIONS FINISH: FASHION GRAY NOTE: MP-A4 METAL PANEL A4 MFR: CENTRIA PRODUCT: IW-40A, 1-1/2" X 12", 1" REVEAL INSTALL: PER ELEVATIONS FINISH: LIGHT GRAY NOTE: MP-A5 METAL PANEL A5 MFR: CENTRIA PRODUCT: IW-40A, 1-1/2" X 12", 2" REVEAL INSTALL: PER ELEVATIONS FINISH: LIGHT GRAY NOTE: PAINT r n PT-01 WALL PAINT MATCH MP -Al FINISH U PT 02 WALL PAINT w MATCH MP-A2 FINISH PT-03 MFR: —7 NAME: COLOR NO: SHEEN: U PT-04 MFR: NAME. - COLOR N0: - SHEEN: - WINDOWS AF TYPE: ALUMINUM, THERMALLY BROKEN FRAME OPERATION: FIXED FRAME FIN: BLACK ANODIZED THERMAL: U-0.30 MAX ASSEMBLY GLASS: LOW-E, SHGC 0.38 MAX TYPE: ALUMINUM, THERMALLY BROKEN FRAME AC OPERATION: CASEMENT FRAME FIN: BLACK ANODIZED THERMAL: U-0.40 MAX ASSEMBLY GLASS: LOW-E, SHGC 0.38 MAX MP B3 METAL PANEL B3 O TYPE: OPERATION: ALUMINUM, THERMALLY BROKEN FRAME AWNING W/ CRANK OPERATION MFR: CENTRIA FRAME FIN: BLACK ANODIZED PRODUCT: IW-31A, 1-1/2" X 12", FLUSH JOINT THERMAL: U-0.40 MAX ASSEMBLY INSTALL: PER ELEVATIONS GLASS: LOW-E, SHGC 0.38 MAX FINISH: FASHION GRAY NOTE: MP C3 METAL PANEL C3 MFR: CENTRIA PRODUCT: PREFINISHED STEEL SHEET, 22 GA INSTALL: PER ELEVATIONS FINISH: 850 LIGHT OAK NOTE: - ROOF U a HEALTH COMMISSION SERVING SOUTH SNOHOM I SH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 -O O CN (U �,zt W O z00 Q s N (U O (T m SSR 1 STANDING SEAM METAL ROOF PANELS FINISH NOTES. MFR: CENTRIA PRODUCT: SDP175 INSTALL: - FINISH: 9921 CHARCOAL GRAY NOTE: 1. PREP ALL EXISTING FLOOR AND WALL SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 6389 REGISTERED ARCHITECT 2. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL MATERIALS WITHIN 30 DAYS OF THE NOTICE TO PROCEED ON THE PROJECT. MAR A. TERSON 3. CONTRACTOR SHALL BE RESPONSIBLE TO INCORPORATE DELIVERY LEAD STATE OF WASHINGTON TIMES AND SHOP DRAWING REVIEW TIMES FOR ALL ITEMS LISTED ON THE FINISH LEGEND WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. SUBSTITUTIONS OF ANY PRODUCT ARE NOT ALLOWED WITHOUT THE ARCHITECT'S APPROVAL AND SUBMITTED FOR THEIR REVIEW WITH COST IMPACT ANALYSIS. No Description Date 4. ALL WALLS & PARTITIONS TO RECEIVE PT-01, UNO. REFER TO FINISHED PLAN SD COORDINATION 12/4/2022 FOR ACCENT PAINT DESIGNATION. SD SET 12/16/2022 5. PAINT MANUFACTURER TO BE AS INDICATED ON THE FINISH LEGEND - NO DID COORDINATION 02/11/2023 SUBSTITUTIONS. ALL PAINT TO BE PROFESSIONAL GRADE (PROMAR 200 OR APPROVED MANUFACTURER EQUIVALENT). PROVIDE PAINT AND DID SET 03/01/2023 SEALANT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. REFER TO MASTER PAINTER PERMIT SET 03/17/2023 INSTITUTE PREMIUM GRADE STANDARDS. 6. THE VOC CONTENT OF PAINTS, ADHESIVES AND SEALANTS USED SHOULD BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, AND ALL SEALANTS USED AS FILLERS MUST MEET OR EXCEED THE REQUIREMENTS OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGULATION 8, RULE 51. ALL SEALANTS AND COATINGS TO COMPLY WITH CURRENT EDITION OF SCAQMD RULE 1113. 7. ALL EXISTING EXPOSED GYPSUM BOARD SURFACES ARE TO RECEIVE NEW PREMIUM GRADE PAINT FINISH. CONTRACTOR SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE PAINT IN COLOR SPECIFIED BY ARCHITECT. ALL SURFACES IN GOOD CONDITION TO RECEIVE (2) FINISH COATS (MIN) OF PAINT. ALL AREAS IN NEED OF PATCHING TO RECEIVE ONE (1) PRIMER COAT AND (2) FINISH COATS (MIN) OF PAINT. PROVIDE ADDITIONAL PREPARATION AND FINISH PAINT COATS AS REQUIRED TO ACHIEVE CONSISTENT COLOR COVERAGE. FINAL TO BE APPROVED ONSITE BY ARCHITECT. REFER TO LEGEND FOR ADDITIONAL INFORMATION. 8. ALL EXISTING INTERIOR DOORS TO BE SANDED AND PAINTED AS INDICATED ON FINISH LEGEND, UNO, AND COMPLIANT WITH MPI 107 PRIMER, MPI 151. 9. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH -OUTS OF EACH COLOR, SHEEN, AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON -SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY COLOR/ FINISH ONCE THE WALL TEST HAS BEEN MADE. 10. ALL INTERIOR PARTITIONS AND CEILING FINISHES AND TRIM TO COMPLY WITH ASTM E84 OR UL 723-20, CLASS A MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 0-450 CONFIRM WITH 2O15 IBC TABLE 803.11 FOR YOUR OCCUPANCY TYPE AND GROUP. 11. ALL WALLCOVERINGS TO BE INSTALLED ON GYPSUM BOARD FINISH COMPLYING WITH AWCI SPECIFICATION LEVEL 5 FINISH, UNO. REFER TO FINISH PLAN FOR LOCATIONS OF WALLCOVERINGS. REFER TO FINISH LEGEND FOR SPECIFICATION OF WALLCOVERINGS AND DEVIATION (IF ANY) TO LEVEL OF DRYWALL FINISH. 12. PRIOR TO SITE APPLICATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALLCOVERINGS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. 13. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. 14. ALL WALLS THAT ARE TILED TO HAVE GYPSUM DRYWALL REMOVED AND REPLACED WITH CEMENTITIOUS BACKERBOARD. THESE WALLS TO HAVE FLATNESS IN ACCORDANCE WITH ANSI REQUIREMENT OF 1/4" IN 10' FOR TILES LESS THAN 15" AND 1/8" IN 10' (1/16" IN 24") FOR TILE LONGER THAN 15". PROVIDE WATERPROOFING AND CRACK PREVENTION MEMBRANE THROUGHOUT SHOWER AND TUB ROOMS. ALL WALLS AND CEILING NOT TILED IN SHOWER AND TUB ROOMS TO HAVE CEMENTITIOUS BACKERBOARD AND PAINTED PRE - CATALYZED EPDXY PAINT. 15. ALL AREAS TO RECEIVE CP-01 AND WB-01, AS SCHEDULED UNO. REFER TO FINISHED PLAN FOR FLOOR FINISH LOCATIONS AND FINISH LEGEND FOR PRODUCT INFORMATION. 16. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. PROVIDE METAL TRANSITION STRIP AT MATERIAL CHANGES THAT COMPLY WITH ADA SLOPE CHANGE. REFER TO FINISH LEGEND FOR COLOR. 17. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 18. CARPET INSTALLATION, INCLUDING CARPET, CUSHION, AND ADHESIVE PRODUCTS, TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE-CRI CARPET INSTALLATION STANDARD -CURRENT EDITION GREEN LABEL PLUS. FLOORING SUBCONTRACTOR TO SUBMIT CARPET SEAMING PLAN TO ARCHITECT PRIOR TO ORDERING AND AT LEAST (4) WEEKS PRIOR TO INSTALLATION FOR ARCHITECT'S REVIEW AND APPROVAL. 19. ALL TILE WORK TO MEET CONSTRUCTION STANDARDS OF THE TNCA (TILE COUNCIL OF NORTH AMERICA) RECOMMENDATIONS FOR PREPARATION, INSTALLATION AND METHODS / TECHNIQUES: WITH POLYMER MODIFIED MORTAR MEETING ANSI Al18.4, Al18.15, AND Al18.11. USE MEDIUM -BED MORTAR WHEN INSTALLING LARGE FORMAT TILES AS WELL AS LIPPAGE CLIPS, AND CRACK ISOLATION OR UNCOUPLING MEMBRANES IN ABOVE -GROUND INSTALLATIONS. MOVEMENT JOINTS TO BE PLACED EVERY 20-25 FEET, UNLESS IN DIRECT SUNLIGHT AND THEN SPACED EVERY 8-12 FEET. PROVIDE JOINT LAYOUT TO ARCHITECT AT LEAST (4) WEEKS PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. 20. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP FINISH MATERIAL LEGEND AND NOTES A-200 r 2022. JPC Architects. LLC G a 0 N CD N Cl) 6 T.O. ROOF 15'-6" ELEVATION KEYNOTES 1 AT ALL VERTICAL METAL PANEL SIDING, PROVIDE NEW WRB AND BATTENS PER WALL DETAILS 2 AT ALL HORIZONTAL METAL PANEL SIDING, PROVIDE NEW WRB AND BATTENS PER WALL DETAILS 3 INSTALL PAIR OF WINDOWS TOGETHER WITH MULL KIT BY MFR 6 BACKLIT BUILDING -MOUNTED SIGNAGE UNDER SEPARATE PERMIT. NOT IN CONTRACT. 7 MONUMENT SIGN UNDER SEPARATE PERMIT. NOT IN CONTRACT. 11 4' HIGH METAL PANEL FENCE ON CONCRETE RETAINING WALL. T.O. ROOF U 15'_6" I I I WEST FLAT ROOF 12'-0" ROOF W 9'-3 1/2" L2 CEILING 8'-0" U _ LEVEL 2 0" ry Q III■i'=��lulllailll�rllil■_Ili■III�I�II111111�� I Illl�l��lllllllt�ii �I11■IIII11111�11■i■i■ �■I�II�111�1��■III■I�I�I=��II��II11111 I11■IIIII 111�11■i■i■� = ''' � i Scale: 1/8" = V-0" 10-1 WEST LAT R � � ROOF- 9'-3 1 /2" El- 0 AF AF MP-A2 `� AF MP-A3 Q Q 3 M P-A3 Q 3 Q Q 3 3 Q 3 3 M P-A3 Q 4__(3_ 3 M P-A3 a EL d li Ii Q v v d a a I i 1 TYP. 2 TYP. M P-A2 2 L! Ll M P-A2 ' MP -Al Q / \ G KRUGER MEDICAL BUILDING a�M B M P-A3 777� h If III III III III III III -TI — - — - — 7 SOUTH ELEVATION Scale: 1/8" = V-0" 4 EAST ELEVATION 1'-0" NORTH ELEVATION Scale: 1/8" = V-0" UUG I. IVIAI GH [-INISH Ur SEPARATE PERMIT ADJACENT METAL PANELS. a L\JUVLI\I VI\L/\II!\UJI DUCT. MATCH FINISH OF ADJACENT METAL PANELS. ROOF 15'-6" V T ROOF 12'-0" ROOF 9'-3 1 /2" 'EILING � 8'-0" _EVEL 2 0" 1 WEST � �r' - JHLIHIT 3 M P-A2 CL Q MP-A1 M P-A2 _COURT ELEVATION - LOOKING EAST_ 5 Scale: 1/8" = 1'-0" T.O. ROOF ROOF9'-3 1/2' 2 CEILING 8'-0" N LEVEL 2 �, 1 WEST T.O. ROOF 15'-6" WEST FLAT ROOF I_� 12'-0-0" 9' R-3O1/2"O L2 CEILING 8'-0" 9 A 5 2 LEVEL 0" EVEL 1 WEST _EVEL 1_EA r T.O. ROOF 15'-6" ST FLAT ROOF 12'-0" ROOF 9'-3 1/2" `7- 771 VIEL 1 WEST —III III III III III E1 E F rL `�C ' II= Vlerda)nt HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 s3s9 REGISTERED ARCHITECT MAR AERSON STATE OF WASHINGTON No Description Date SD COORDINATION 12/4/2022 SD SET 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 1 PERMIT CORRECTION 1 05/19/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP EXTERIOR ELEVATIONS A-201 ;_) 2022. JPC Architects. LLC WEST ELEVATION SOUTH ELEVATION EAST ELEVATION M NORTH ELEVATION o a 1 f 1 r COURT ELEVATION - LOOKING WEST U w z U N N V) W O Q z0' Q U s N � N O' N om o� I- W-TRW '--' Verdj111006,10misan HEALTH COMMISSION SERVING SOUTH SNOHOM I SH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 LL7- 638REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON COURT ELEVATION - LOOKING EAST No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DD COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP EXTERIOR ELEVATIONS (COLORED) M A-203 r 2022. JPC Architects. LLC LIGHTED SIGNAGE, UNDER SEPARATE PERMIT NEW WOOD -FRAMED CANOPY, PER STRUCTURAL DEMOLISH ROOF FRAMING AS EXISTING FRAMING — REQUIRED FOR NEW CANOPY TO REMAIN NEW STANDING SEAM METAL ROOF PER ROOF PLAN (SHOWN IN RED) WHITE EPDM MEMBRANE ROOF, FULLYADHERED, OVER PROTECTION BOARD, OVER TAPERED RIGID INSULATION, OVER UNDERLAYMENT, OVER WOOD FRAMING. FILL ALL FRAMING CAVITIES WITH MINERAL WOOL / INSULATION r6� METAL PANEL AT SOFFIT PER RC P 2'-11 " 5'-0" S-1 1 /2" di 1 N 1 N SECTION - WEST CANOPY LOOKING NORTH Scale: 3/8" = V-0" WOODGRAIN METAL PANELS OVER LIGHT s GAUGE STEEL FRAMI� Q LO 0 66 N CD ... ... ... ... ... ... SECTION - SOUTH CANOPY N Z oC/) OR MAINTAIN 1-HOUR FIRE RATING. RETAIN OR REPLACE LAYER OF 5/8" TYPE X GWB (FIBERGLASS FACED ON EXTERIOR) LOCKING STORAGE CABINET WITH METAL PANELS OVER DOORS TO MATCH ADJACENT CLADDING FINISH. IT ROOF III 12'-0" T.O. ROOF 15'-6" WEST FLAT ROOF 12'-0" ROOF 9'-3 1/2" L2 CEILING 8'-0" LEVEL 2 - — off T FLAT ROOF 12'-0" EST FLAT ROOF 12'-0" 9ROOF 9ROOF 9ROOF CEILING L2 CEILING 8'-0" — — — — — — — — �� — 8'-0" — L2 CEILING — 8'-0" LEVEL 2 0" 1 WEST 9'-8" _ 1 EAST SOUTH ENTRANCE ELEVATION POWER PER LIGHTING 3 PERMITTED BY CODE, F STEEL RAFTERS AND AS SHOWN. PAINT TO OF (4) LOCATIONS. LEVEL 2 0" _EVEL 1 WEST -9'-8" LEVEL 1 EAST LOCKING STORAGE CABINET WITH METAL PANELS OVER DOORS TO MATCH ADJACENT CLADDING FINISH. ------------- 4 SECTION - EAST CANOPY (SOUTH) Scale: 3/8" = V-0" LEVEL 2 0" LEVEL 1 WEST -9'-8" LEVEL 1 EAST -11'-0" ACT C CONT SECTION -EAST CANOPY T ROOF 12'-0" ROOF 9'-3 1 /2" ,EILING 8'-0" F PLAN TYP 10 -5 11 _EVEL 2 0" ;E 1 WEST -9'-8" 1 EAST -11'-0" U LU U -O N N W O Q z(> Q� U s +� N N � N O (1) O. CO Verdant" HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: EI CHECKED: BT NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP ENLARGED PLANS AND SECTIONS A-401 r 2022. JPC Architects. LLC co Scale: 3/8" = V-0" Q 0 00 00 M N 0 N SOUTH ELEVATION - TYPICAL DETAILS Scale: 3/8" = V-0" r------1 Sim u. 5B 5C SA SLOPE 2%D M. ACCESSIBLE �17n7 L— — — — — — — — — — — - cO o � CO '0 10 5D � o EO 0 N (TYP AT ALL ALLS) :je I ao o \ I o \ I C-? 00 I ------------- SITE WORK AREA 18'-0" MIN. ENLARGED SITE PLAN - EAST Scale: 1/8" = V-0" s RE -STRIPE PARKING STALLS AS SHOWN IN WORK AREA. PROVIDE 8'-6" WIDE STALLS PER ECDC 18.95.020.A.1.B.2 SITE PLAN KEYNOTE 2 CONCRETE RAMP ON GRADE, FLA1 3 CONCRETE SLAB ON GRADE, FLAT 4 CONCRETE SLAB ON GRADE, BRO( 5A 5' HIGH "VAN ACCESSIBLE" SIGN PE 5B 5' HIGH "NO PARKING" SIGN PER W. 5C 5' HIGH ACCESSIBLE PARKING SIGI DETAIL 5D ACCESSIBLE PAINTED SYMBOL PE ACCESSIBILITY REQUIREMENTS 6 SOLID WOOD/STEEL BENCH ANCH( 7 GUARDRAIL/HANDRAIL. SEE TYPIC, 8 36" HIGH GALVANIZED STEEL HAN[ GUARDRAIL. 8 36" HIGH HANDRAIL, PER SECTION. 9 EXISTING CONCRETE SLAB TO REP 10 TOOLED CONTROL JOINT 11 CONCRETE STAIR 12 LIGHTED BOLLARD PER ELECTRIC) 13 4' HIGH METAL PANEL FENCE ON 3' WALL 14 CONCRETE SLAB ON GRADE OVER COURSE, PER CIVIL AND STRUCTU 15 EMERGENCY GENERATOR, PER EL 16 EXISTING ASPHALT WALKWAY TO I ROOF 9'-3 1 /2" CEILING 8'-0" LEVEL 2 0" _ 1 WEST -9'-8" L 1 EAST -11'-0" 2 _ENLARGED PLAN - WEST STAIR #1 Scale: 1/8" = V-0" 3 ENLARGED PLAN - WEST ENTRANCE Scale: 1/8" = V-0" 4� ENLARGED PLAN - WEST STAIR #2 Scale: 1/8" = V-0" U L1J -17 U -0 CN 0_ ry CU W Q z(> Q� U s N (U O (T m HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION Date 12/4/2022 SD SET 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP ENLARGED PLANS AND ELEVATIONS A-402 Cl) © 2022, JPC Architects, LLC 2"X5/8" FLAT BAR 1"x1/4" FLAT BAR 2"x5/8" POSTS, SPACED 4'-0" O.C. ALL GUARDRAIL AND HANDRAIL STEEL TO BE GALVANIZED AND PAINTED BASE PLATE AND ANCHORS PER STRUCTURAL EXISTING CONCRETE SIDEWALK <, - STEEL GUARDRAIL SECTION Scale: 1 1/2" = 1'-0" CL 4'-0" 0_C_ CL STEEL GUARDRAIL ELEVATION Scale: 1 1/2" = 1'-0" CORNER MTL TRIM. BY MANUFACTURER. MATCH ADJACENT METAL PANEL FINISH METAL PANEL PER ELEVATIONS 3/4" SUBGIRT BY MANUFACTURER WRB FIBERGLASS -FACED GWB 1/2" PLYWOOD EXISTING STEEL COLUMN 2X4 WOOD FRAMING COLUMN FURRING AT SOUTH CANOPY Scale: 3" = 1'-0" VERTICAL PANELS WINDOW TRIM PER 3/A-601 CONTINUOUS SEALANT AND BACKER ROD EACH SIDE w DOOR FRAME PER EXISTING EXTERIOR SHEATHING SCHEDULE AND WALL ASSEMBLY RIVET METAL PANEL PER ELEVATIONS METAL FLASHING. WRB MATCH ADJACENT CLADDING FINISH. SAF METAL & COMPOSITION CLOSURES AS REQUIRED 1/2"X2-1/2" CEDAR FURRING STRIP AT EACH STUD, FULL HEIGHT OF WALL PLASTIC SHIMS AS REQUIRED HORIZONTAL PANELS CENTRIA - IW SERIERS PANELS - DOOR JAMB Scale: 3" = V-0" EXISTING EXTERIOR SHEATHING AND WALL ASSEMBLY WRB 1/2"X2-1/2" CEDAR FURRING STRIP AT EACH STUD, FULL HEIGHT OF WALL PLASTIC SHIMS SAF FLASH SUPPORT CLIP 3" LONG @ STUDS COVER FLASHING MATCH ADJECENT CLADDING FINISH POP RIVET FLASHING W/ DRIP EDGE. MATCH ADJACENT CLADDING FINISH ISTING BATT INSULATION TO MAIN NDOW TRIM PER 3 / A-601 ITINUOUS SEALANT AND KER ROD EACH SIDE MINUM DOOR PER EDULE HORIZONTAL PANELS CENTRIA - IW SERIES PANELS - DOOR HEAD NONCOMI WOOL IN: BETWEEN CAVITIES SKYLIGHT SECTION Scale: 3" = 1'-0" CANOPY FASCIA DETAIL V/ Scale: 1 1/2" = V-0" EXISTING EXTERIOR SHEATHING AND WALL ASSEMBLY PLASTIC SHIMS AS REQUIRED 1/2"X2-1/2" CEDAR FURRING STRIP AT EACH STUD, FULL HEIGHT OF WALL WRB SAF FLASH SUPPORT CLIP 3" LONG @ STUDS POP RIVET COVER FLASHING MATCH ADJACENT CLADDING FINISH FLASHING W/ DRIP EDGE. MATCH ADJACENT CLADDING FINISH 2"X5/8" FLAT BAR 1"x1/4" FLAT BAR 2"x5/8" POSTS, SPACED T-0" O.C. ALL GUARDRAIL AND HANDRAIL STEEL TO BE GALVANIZED AND PAINTED BASE PLATE AND ANCHORS PER STRUCTURAL EXISTING CONCRETE SIDEWALK A. STEEL 41L 'OSTS, 4'-0" O.C. �RDRAIL AND AIL STEEL TO BE JIZED AND PAINTED -ATE AND ANCHORS RUCTURAL EXISTING CONCRETE SIDEWALK STEEL HANDRAIL SECTION v J Scale: 1 1/2" = V-0" Al I IhA`IIJM FRAMED SKYLIGHT, 1 SIZE 'ANEL SIDING, MATCH IN ADJACENT CEILING 'ANEL SIDING, MATCH IN FACE OF WALL BELOW EMBRANE NS TAPERED RIGID INSULATION ROOF SHEATHING PER STRUCTURAL ROOF FRAMING PER STRUCTURAL ROOF MEMBRANE AND UNDERLAYMENT PER ROOF PLAN 1/4" PROTECTION BOARD TAPERED RIGID INSULATION FLASHING W/ DRIP EDGE AS SHOWN. MAINTAIN CONSISTENT HEIGHT ON ALL SIDES OF ROOF EDGE. WOOD BLOCKING METAL CLIP NONCOMBUSTABLE MINERAL WOOL INSULATION RIM JOIST PER STRUCTURAL 5/8" FIBERGLASS -FACED GWB WRB 20 GA. GALV. METAL FASCIA, FINISH PER ELEVATION METAL CLIP DRIP EDGE 5/8" FIBERGLASS -FACED GWB METAL PANELS PER CEILING PLAN METAL PANELS PER ELEVATION XISTING BATT INSULATION TO REMAIN NINDOW TRIM PER 3/A-601 JNTINUOUS SEALANT AND \CKER ROD EACH SIDE -UMINUM WINDOW PER -EVATION HORIZONTAL PANELS CENTRIA - IW SERIES PANELS - WINDOW HEAD ROOF OVERFLOW DRAIN W/ STRAINER RIGID — INSULATION SLOPE TO DRAIN STRAINER ROOF MEMBRANE SEALANT CLAMPING RING SET IN SEALANT TAPER INSULATION TOWARD DRAIN ROOF DRAIN AND WELL / Scale: 1 1/2" = 1'-0" ROOF DRAIN ASSEMBLY ASSURE ALL BOLTS ARE SECURED AND FUNCTIONAL. TPO ROOF MEMBRANE. EXTEND INTO BOWL BONDING ADHESIVE CLAMP RING ROOF SHEATHING PER / DECK CLAMP STRUCTURAL DRAIN BOWL ROOF DRAIN Scale: 3" = V-0" TYP. GUTTER @ EAVE Scale: 3" = V-0" ROOF DRAIN W/ STRAINER MEMBRANE ROOF ASSEMBLY 2" DIFFERENCE IN INLET FLOW LINES BETWEEN ROOF DRAIN & OVERFLOW DRAIN EXISTING STRUCTURE AND INSULATION TO REMAIN ROOF TYPE PER PLANS UNDERLAYMENT PER ROOF PLAN CONTINUOUS DRIP FLASHING GUTTER BRACKETS @ T-0" OC 6" x 6" SMACNA I -STYLE BOX GUTTER, 0.040" ALUMINUM TCH INEL FINISH. SCREEN. MATCH ADJACENT METAL PANEL FINISH. WINDOW TRIM PER 3 / A-601 CONTINUOUS SEALANT . AND BACKER ROD EACH SIDE _�2 ALUMINUM WINDOW PER ELEVATION EXISTING EXTERIOR SHEATHING RIVET AND WALL ASSEMBLY METAL FLASHING METAL PANEL PER ELEVATIONS WRB METAL &COMPOSITION CLOSURES AS REQUIRED SAF 1/2"X2-1/2" CEDAR FURRING STRIP AT EACH STUD, FULL HEIGHT OF WALL HORIZONTAL PANELS PLASTIC SHIMS AS REQUIRED CENTRIA - IW SERIERS PANELS - WINDOW JAMB METAL PANEL TO CANOPY ABOVE PER PLAN PAINT AT ALL CABINE INTERIORS, TYPICP PLYWOOD CABINET DOORS AND FRAME WITH METAL PANELS TO MATCH ADJACENT WALL CLADDING. USE FLAT STOCK SHEETMETAL WITH MATCHING FINISH FOR PANEL FACES AND ADGES. 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS ELECTRONIC CYPHER LOCK PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED D t U J U CASEWORK - INTEGRATED EXTERIOR CABINET Scale: 1 1/2" = 1'-0" ROOF TO WALL FLASHING Scale: 1 1/2" = V-0" ALL EXPOSED METAL ROOF/FLASHING COMPONENTS SHALL MATCH MTL-1 UNO WRB METAL PANEL PER ELEVATIONS WOOD FURRING STRIP AT EACH STUD ANGLE TRIM ROOF MEMBRANE AND UNDERLAYMENT PER ROOF PLAN TAPERED RIGID INSULATION WOOD FRAMING AND SHEATHING PER STRUCTURAL FILL ALL JOIST CAVITIES WITH NONCOMBUSTIBLE MINERAL WOOL BATT INSULATION METAL PANEL PER CEILING PLAN ALUMINUM WINDOW PER METAL FLASHING W/ 1" END DAM ELEVATION EACH END, AND DRIP EDGE AS CONTINUOUS SEALANT SHOWN. CONTINUOUS WELD AT AND BACKER ROD EACH SEAMS FOR WATERTIGHTNESS. 0 SIDE 1/8" PLASTIC SHIMS AT 12" OC, FOR VENTING RIVET ______- REMOVE NAIL FLANGE AT SILL I " WINDOW TRIM PER 3 / A-601 OF WINDOW ONLY FLASHING SUPPORT CLIP AT 16" OC SAF METAL PANEL PER ELEVATIONS PLASTIC SHIM AS REQUIRED 1/2"X2-1/2" CEDAR FURRING STRIP AT EACH STUD, FULL HEIGHT OF WALL WRB EXISTING EXTERIOR SHEATHING AND WALL ASSEMBLY HORIZONTAL PANELS CENTRIA - IW SERIES PANELS - WINDOW SILL U LU U -O CN CU W O Q z� Q� U s N � (U O CO(T le rd n1Vit 110061000 HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DD COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP CONSTRUCTION DETAILS Scale: 3" = V-0" Cl) Scale: 3" = V-0" Scale: 3" = V-0" V) Scale: 3" = V-0" A-501 ;_) 2022. JPC Architects. LLC I z ALL FENCE COMPONENTS TO BE POWDER COAT FINISH. METAL CAP FLASHING W/ DRIP EDGE METAL CLIP EACH SIDE a M 66 66 N 0 N 2 TYP 1/2"X1/2" ALUMINUM A 502 PICKET BY 1-1/2"X1-1/2" ALUMINUM POST BY MANUFACTURER CL MANUFACTURER 6'-0" O.C. MANUFACTURER t BY MANUFACTURER rt L _T CD 0'-4 1/2' TYP ALUMINUM BOTTOM RAIL BY MANUFACTURER FENCE ELEVATION Scale: 1 1/2" = V-0" AND LANDING RAMP HANDRAIL ELEVATION — SOUTH 6 Scale: 1/2" = 1'-0" STAIR ELEVATION @ GUARDRAIL — SOUTH Scale: 1/2" = V-0" STAIR AND LANDING, TYP. ALUMINUM TOP RAIL BY �C j MANUFACTURER - 0 ALUMINUM RAIL BY MANUFACTURER 1/2"X1/2" ALUMINUM PICKET BY MANUFACTURER I? 1 1-1/2"X1-1/2" ALUMINUM POST _ M BY MANUFACTURER ALUMINUM BOTTOM RAIL BY MANUFACTURER ALL FENCE COMPONENTS TO BE POWDER COAT FINISH. EMBED POST PER MANUFACTURER REQUIREMENTS i I ; CONCRETE FOOTING PER a.: • I I , _ MANUFACTUERER REQUIREMENTS; ASSUME 12"X12"X18 DEEP, 3000 PSI CONCRETE J FENCE SECTION 2 Scale: 1 1/2" = V-0" 1'-0" XTEN ION 0 ih TYP 3 STEEL POST PER STRUCTURAL @ 4'-0" OC MAX METAL PANEL CLADDING PER ELEVATION. PROVIDE SAME PANEL PROFILE AND FINISH ON BOTH SIDES OF FENCE. 2-1/2" STEEL CHANNEL BASE PLATE AND ANCHORS PER STRUCTURAL CONCRETE RETAINING WALL PER STRUCTURAL �x HEIGHT VARIES - 3'-6" AT NEW WALL, APPROX 5'-0" AT EXISTING WALL METAL PANEL FENCE Scale: 1 1/2" = V-0" NEW 1-1/2" DIA. STEEL HANDRAIL 1'-0" XTEN ION NEW FLAT BAR STEEL POST ALL GUARDRAIL AND HANDRAIL STEEL TO BE GALVANIZED AND PAINTED EXISTING EXTERIOR CONCRETE STAIR AND LANDING ELEVATION @ STAIR HANDRAIL " 7 Scale: 1/2" = V-0" WRAP HANI EXTE( AR( RETIANING NEW STEEL BAR 1'-0" FXTFNSION TYP 3 A-501 AICIAI 4 41')" nIA ALL GUARDRAIL AND HANDRAIL STEEL TO BE GALVANIZED AND PAINTED IVLVV L/\I LI\IVI\ CONCRETE RAMP TYP. RAMP HANDRAIL ELEVATION Scale: 1/2" = V-0" tX15 I INIi CONCRETE STAIR 8 STAIRELEVATION— SOUTH REFER TO GUARDRAIL ELEVATION DETAIL 9/A-501 FOR ADDITIONAL INFORMATION. ALL GUARDRAIL AND HANDRAIL STEEL TO BE GALVANIZED AND PAINTED NEW STEEL GUARDRAIL AND HANDRAIL NEW FLAT BAR STEEL POST z ro EXISTING EXTERIOR M CONCRETE STAIR AND LANDING rt- ELEVEATION Scale: 3/8" = V-0" TYP 1 \ RETURN HANDRAIL TO WALL STAIR GUARDRAIL ALL GUARDRAIL AND HANDRAIL STEEL TO BE GALVANIZED AND PAINTED TYP. STAIR ELEVATION Scale: 1/2" = 1'-0" HANDRAIL ELEVATION @ SIDEWALK — SOUTH 9 Scale: 1/2" = V-0" ALL GUARDRAIL AND HANDRAIL STEEL TO BE GALVANIZED AND PAINTED ELEVATION @ STAIR HANDRAIL Scale: 1/2" = V-0" V I U Uj -O U CN CU W O Q z� Q V s N a NEW 1-1/2" DIA. N STEEL HANDRAIL O� O NEW STEEL FLAT (> m BAR POSTS EXISTING EXTERIOR CONCRETE STAIR AND LANDING HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 L/\IV IIIVV L/\1 LI \IVI\ VVIVVI\LIL STAIR AND LANDING RIOR E STEP DESIGN: Designer DRAWN: Author CHECKED: Checker NO.: 22-0302 6389 REGISTERED ARCHITECT MAR A. TERSON STATE OF WASHINGTON No Description Date SD COORDINATION 12/4/2022 SD SET 12/16/2022 DID COORDINATION 02/11/2023 DID SET 03/01/2023 PERMIT SET 03/17/2023 1 PERMIT CORRECTION 1 05/19/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP CONSTRUCTION DETAILS A-502 Cl) ;_) 2022. JPC Architects. LLC W J W 0 U) W 0- PER SCHEDULE DOOR TYPE 1 A Scale: 3/8" = V-0" HOLLOW METAL DOOR AND FRAME PAINT PER ELEVATIONS U-VALUE: U-0.37 MAX KICK PLATE PER HARDWARE SET W J 0 W U U) W 0- DOOR TYPE 1 H Scale: 3/8" = V-0" 1/2"x 3-1/2" MDF TRIM AT ALL WINDOWS. PAINT COLOR TO MATCH EXISTING TENANT TRIM, BY REQUEST. ASSUME UNIQUE PAINT COLOR AT EACH TENANT SUITE. NEW WINDOW PER ELEVATION PATCH AND REPAIR ADJACENT WALLS TO MATCH EXISTING FINISHES ELEVATION -INTERIOR WINDOW TRIM Scale: 3/4" = V-0" a 66 (36 0 N ALUMINUM DOOR AND FRAME W/ MEDIUM STILE AND RAIL, FULL LITE GLAZING PANEL HARDWARE PER SCHEDULE SAFETY GLAZING PER IBC 2406 U-VALUE: U-0.60 MAX SHGC: SHCG-0.38 MAX KICK PLATE PER HARDWARE SET DOOR SCHEDULE HARDWARE SETS: DOOR FRAME HS-1 SINGLE EXTERIOR DOOR, LOCKSET, 8' HIGH HS-2 SINGLE EXTERIOR DOOR, LOCKSET, THIGH SIZE Q DETAILS QTY 2 PAIR - HINGES QTY 1 1 /2 PAIR - HINGES Q QTY - MORTISE LOCKSET W/ DEADBOLT QTY 1 MORTISE LOCKSET W/ DEADBOLT = QTY 1-CLOSER QTY 1-CLOSER W 2 LU QTY 1 - WEATHER SEALS QTY 1 - WEATHER SEALS W d Q ` _ QTY 1 - DOOR SWEEP QTY 1 - DOOR SWEEP Z_ LL QTY 1-THRESHOLD QTY 1-THRESHOLD LL H 2 LU W DOOR O O O w NUMBER p p p LU _ LL _ ' N HDWE RATING REMARKS 102 1 H ALUM BLK T-0" 8'-0" ALUM BLK HS-1 104 1 H ALUM BLK 3'-0" 8'-0" ALUM BLK HS-1 105 1A HIM PINT 2'-6" 7'-0" HIM PINT HS-2 204 1 H ALUM BLK 3'-0" 8'-0" ALUM BLK HS-2 .0 205 1 H ALUM BLK 3'-0" 8'-0" ALUM BLK HS-2 O U N N ry W O Q z(> Q U s N N O O. m DOOR NOTES: 1. PROVIDE AND INSTALL DIAGONAL BRACE (TO MATCH WALL FRAMING) AT THE LATCH SIDE OF ALL NEW DOOR FRAMES, ABOVE CEILING, EITHER TO ADJACENT WALL FRAMING OR TO STRUCTURE ABOVE. 2. GC TO COORDINATE JAMB DEPTH WITH FINISHED WALL WIDTH PRIOR TO ORDERING FRAMES. 3. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 5. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 6. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 7. THRESHOLDS AT DOORWAYS SHALL BE 1/2" MAXIMUM IN HEIGHT. PER ICC/ANSI A117.1-2003 SECTION 404.2.4. 8. ICC/ANSI A117.1-2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 9. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 10. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGRESS PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 11. ENTRANCE DOORS IN BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. Verdant 1100iWom HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Exterior Floors 1 & 2 21600 Highway 99 Edmonds, WA 98020 DESIGN: JPC DRAWN: BT.ML CHECKED: BT NO.: 22-0302 sass REGISTERED ARCHITECT q AR A. TERSONE OF WASHINGTON No Description SD COORDINATION SD SET Date 12/4/2022 12/16/2022 DID COORDINATION 02/11/2023 DD SET 03/01/2023 PERMIT SET 03/17/2023 RESUB May 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JURISDICTION STAMP DOOR SCHEDULE, ELEVATIONS, DETAILS A-601 r 2022. JPC Architects. LLC Cl)