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APPROVED BLD FIR RESUB1 BLD2022-1743+Architectural_Plan+4.10.2023_1.10.06_PM+3473635
T U Z HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY KRUGER BUILDING FLOORS 1 &2 SITE PLAN SCALE: NITS City Of Edmonds Building Department Work INTERIOR COMMON AREA RENO Address 21600 HWY 99 Owner KRUGER CLINIC --------------------- Approved Date 04/2472023 Building Official Erl.Ci C� Permit Number BLD2022-1743 REVISIONS DATE - PAGES CHANGES REV1 REV2 REV3 REV4 REV5 04-20-2023 PLAN REVIEW APPROVED WITH CONDITIONS: 1. ALL INTERIOR DOORS REQUIRE SUIT, ELECTRICAL ROOM, UTILIITY ROOM, ETC PLACARDS. 2. A SEPARATE PERMIT IS REQUIIRED FOR SPRINKLER INSTALLATION. DFM BURT ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PROJECT LOCATION: 21600 HIGHWAY 99 EDMONDS, WA 98026 APPROVED PLANS MUST BE ON JOB SITE ARCH DRAWING INDEX SHEET NUMBER SHEET TITLE 1-0.0 COVER SHEET & SITE PLAN 1-0.1 GENERAL NOTES & SYMBOLS 1-0.2 SITE PLAN I-CS.O CODE NOTES & SUMMARY I-CS.1 LEVEL 1 EXIT PLAN I-CS.2 LEVEL 2 EXIT PLAN 1-1.0 DEMOLITION PLAN & DEMOLITION RCP NOTES 1-1.1 LEVEL 1 & 2 DEMOLITION PLAN 1-1.2 LEVEL 1 & 2 DEMOLITION RCP 1-3.0 FLOOR PLAN NOTES 1-3.1 LEVEL 1 FLOOR PLAN 1-3.2 LEVEL 2 FLOOR PLAN 1-4.0 CEILING PLAN NOTES & SCHEDULE 1-4.1 LEVEL 1 REFLECTED CEILING PLAN 1-4.2 LEVEL 2 REFLECTED CEILING PLAN �1-8.2 INTERIOR ELEVATIONS & ENLARGED PLANS 1-8.3 INTERIOR ELEVATIONS 1-9.2 CEILING DETAILS 1-10.1 DOOR ELEVATIONS I_10.2 _ _ _DODR-SCHDULE & DETAILS 1-11.1 UL U301 1-11.2 UL L541 1-11.3 UL L202 1-11.4 UL 202 STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET TITLE SO COVER SHEET S1 GLAZING DESIGN S2 INTERIOR GLAZING PARTITION CALCULATIONS S3-S7 ANCHOR DETAIL & CALCULATIONS ELECTRICAL DRAWING INDEX ya�a■RIPI:3�:�ya�������� E0.00 ELECTRICAL LEGEND & ABBREVIATIONS E0.01 ELECTRICAL RISER DIAGRAM & LOAD CALCS E0.07 ELECTRICAL PANEL SCHEDULE E0.08 ELECTRICAL PANEL SCHEDULE E0.60 LUMINAIRE SCHEDULE E0.61 LUMINAIRE SCHEDULE E0.70 LIGHTING SEQUENCE OF OPERATIONS E0.71 LIGHTING SEQUENCE OF OPERATIONS E0.72 LIGHTING SEQUENCE OF OPERATIONS E0.80 LIGHTING SUMMARY FORMS E0.81 LIGHTING SUMMARY FORMS E0.82 LIGHTING SUMMARY FORMS E1.00 ELECTRICAL SITE PLAN E2.01 LEVEL 1 - P&LV PLAN E2.02 LEVEL 2 EAST - P&LV PLAN E2.03 LEVEL 2 WEST - P&LV PLAN E3.01 LEVEL 1 - LIGHTING PLAN E3.02 LEVEL 2 EAST - LIGHTING PLAN E3.03 LEVEL 2 WEST - LIGHTING PLAN D�FIRE PROTECTION INDEX SHEET NUMBER SHEET TITLE 0.00 FIRE PROTECTION LEGEND & ABBREVIATIONS 1.00 FIRE PROTECTION SITE PLAN LEVEL 1 EAST - FIRE PROTECTION PLAN 2.02 LEVEL 1 WEST - FIRE PROTECTION PLAN [FP2.01 2.03 LEVEL 2 EAST - FIRE PROTECTION PLAN 2.04 LEVEL 2 WEST - FIRE PROTECTION PLAN 2.05 ROOF EAST - FIRE PROTECTION PLAN 2.06 ROOF WEST - FIRE PROTECTION PLAN WORK UNDER SEPARATE PERMITS: MECHANICAL PERMIT ELECTRICAL PERMIT FIRE SPRINKLER PERMIT FIRE ALARM SYSTEM 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. VICINITY MAP: PROJECT LOCATION: 21600 HIGHWAY 99 EDMONDS, WA 98026 PROJECT DESCRIPTION: INTERIOR MODIFICATIONS TO BUILDING MAIN LOBBY, URGENT CARE LOBBY AND MAIN CORRIDORS ON 1ST AND 2ND FLOOR. PRIMARY SCOPE OF WORK INCLUDES NEW INTERIOR FLOORING AND WALL FINISHES. NEW CEILING AND LIGHTING THROUGHOUT. NEW INTERIOR SUITE DOOR REPLACEMENT. NEW ELECTRICAL ROOM. NEW FIRE SPRINKLER SYSTEM WITHIN NEW AREA OF WORK. LEGAL DESCRIPTION: 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 CODE INFORMATION: PROJECT ADDRESS: KRUGER BUILDING 21600 HIGHWAY 99 EDMONDS, WA 98026 CONSTRUCTION TYPE: VA -NON SPRINKLERED *SPRINKLER SYSTEM REQUIRED IN AREA OF WORK ZONE: CG - GENERAL COMMERCIAL ZONE OCCUPANCY: GROUP B - BUSINESS AREA OF WORK: FLOOR 1: 1,612 SF FLOOR 2: 4.085 SF TOTAL AREA OF WORK: 5,697 SF APPLICABLE EDITIONS OF BUILDING CODES: BUILDING 2018 INTERNATIONAL BUILDING CODE (IBC), CODE WAC 51-50 EXISTING 2018 INTERNATIONAL EXISTING BUILDING CODE BUILDING (IEBC), CODE 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 (WSEC), WAC 51-11 MECHANICAL 2018 INTERNATIONAL MECHANICAL CODE (IMC), CODE WAC 51-52 ELECTRICAL 2020 NATIONAL ELECTRICAL CODE (NEC) (NFPA CODE 70), 2020 WASHINGTON CITIES ELECTRICAL CODE WITH APPLICABLE RCW 19.28 & WAC 296-46B PLUMBING 2018 UNIFORM PLUMBING CODE (UPC), WAC CODE 51-56 & 51-57 INCL. APPENDICES A, B, AND I. ZONING CODE CITY OF EDMONDS ACCESSIBILITY ICC/ANSI A117.1-2009 ACCESSIBLE AND CODE USABLE BUILDING AND FACILITIES SPRINKLERS COMPLYING WITH NFPA 13 ARE REQUIRED FOR THE AREA OF WORK PURSUANT TO THE IBC. PROJECT TEAM: PROPERTY MANAGER: JSH PROPERTIES, INC. 7325 166TH AVE NE SUITE F-260 REDMOND, WA 98052 425.679.0525 JIM FORENZA jimf®jshproperties. corn ELECTRICAL ENGINEER: RUSHING CO 1721 8TH AVENUE N SEATTLE, WA 98109 206.285.7100 TIM DEL MUNDO timd®rushingco.com DAVID LEVITT davidl@rushingco.com FIRE PROTECTION ENGINEER: RUSHING CO 1721 8TH AVENUE N SEATTLE, WA 98109 206.285.7100 STEVE HUFF stevenh®rushingco.com CAMERON SMITH camerons@rushingco.com a ARCHITECT: JPC ARCHITECTS, LLC 909 112TH AVE NE SUITE 206 BELLEVUE, WA 98004 (425) 641-9200 CHRISTINE BENDA - EXT. 308 christineb@jpcarchitects.com RACHEL BIAGI - EXT. 343 rachelb©jpcarchitects.com STRUCTURAL ENGINEER: KPFF 1601 FIFTH AVENUE SUITE 1600 SEATTLE, WA 8101 206.926.0495 JORA LEHRMAN jora.lehrman@kpff.com GENERAL CONTRACTOR: TO BE DETERMINED IVjerdan HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set 04.07.23 Permit Corrections JURISDICTION STAMP COVER SHEET & SITE PLAN RESUB Apr 10 2023 I O ■ O CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC 0 U Z IE U 0 a a ABBREVIATIONS: GENERAL NOTES: A/C AIR CONDITIONING 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO ACT ACOUSTICAL CEILING TILE SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING VISIBLE JOINTS TO A LEVEL 4 FINISH UNLESS OTHERWISE NOTED. PATCH AND REPAIR SURFACES AFF ABOVE FINISH FLOOR AHJ AUTHORITIES HAVING JURISDICTION CONSTRUCTION. TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALT. ALTERNATE ALIGNED. APPROX. APPROXIMATE 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE BD BOARD CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS BLDG BUILDING CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. BILK BLOCK ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BLKG BLOCKING BE PAID FOR BY THE CONTRACTOR. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. BOT BOTTOM B/S BUILDING STANDARD BU BUILT UP 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING DRYWALL/MILLWORK CONDITIONS. CAB CABINET NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR CLG CEILING CLR CLEARANCE) REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS COL COLUMN LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. CONC CONCRETE COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, CONS CONSTRUCTION SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL CONT CONTINUOUS CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING CORK CORRIDOR CPT CARPET FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF TO BE FIRE TREATED. CT CERAMIC TILE CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CTR CENTER CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY DEMO DEMOLITION DTL DETAIL SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION DF DRINKING FOUNTAIN ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DIA DIAMETER 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE DIM DIMENSION WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE DN DOWN NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING DR DOOR DWG DRAWING NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE REPRESENTATIVE(S), AND FLOORING SUB -CONTRACTOR FOR REVIEW AND APPROVAL OF DRW DRAWER TIME WORK IS TO COMMENCE. APPLICABLE MATERIALS AND ANCILLARY INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL E EAST 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF PERFORM THE FOLLOWING TESTS: EA EACHEL ELEVATION WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. ELEC ELECTRICAL A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) ELEV ELEVATOR 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF EQ EQUAL SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EQUIP EQUIPMENT EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE EST ESTIMATE EXIST EXISTING 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN EXP EXPANSION REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND FEC FIRE EXTINGUISHER CABINET PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT FF FACTORY FINISH FH FULL HEIGHT FABRICATION. SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). ( OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. FIN FINISH(ED) FLR FLOOR 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO FLUOR FLUORESCENT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE FOIC FURNISH BY OWNER, APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC INSTALL BY CONTRACTOR FOS FACE OF STUD(S) 9. CONTRACTOR SHALL PROVIDE 18-GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR FOC FACE OF CONCRETE WALL -MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FOF FACE OF FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT FT FOOT/FEET 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE FUR FURRED/FURRING NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. GA GAUGE 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) GC GENERAL CONTRACTOR COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE GL GLASS/GLAZING AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE GWB GYPSUM WALL BOARD APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO-GRAPH AND/OR X-RAY) TO LOCATE HC HOLLOW CORE 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB HCPD HANDICAPPED ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT HDR HEADER FOR FUTURE RE -INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING HDWR HARDWARE HIM HOLLOW METAL 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXCAVATION),BACKFILL AND RE -COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD HORIZ HORIZONTAL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE -INSTALLATION, DISCARD HR HOUR BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST HT HEIGHT CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D HVAC HEATING VENTILATING FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 1557 TEST PROCEDURE. RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH AIR CONDITIONING MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT INSUL INSULATION 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI JAN JANITOR ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT HIT-HY-200 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER JT JOINT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE KIT KITCHEN PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE LAM LAMINATE(D) INSTALLATION. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A LAV LAVATORY MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT LH LEFT HAND 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. MAX MAXIMUM DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. MECH MECHANICAL FIRE/LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL MTL METAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND MEZ MEZZANINE 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING REQUIREMENTS. MFR MANUFACTURE(R) MIN MINIMUM OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE MISC MISCELLANEOUS RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & MTD MOUNTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM OPERATIONAL MANNER. MUL MULLION INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY N NORTH THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS 35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, NIC NOT IN CONTRACT ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. NTS NOT TO SCALE 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE 36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. CA OVERALL COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN oC ON CENTER OD OUTSIDE DIAMETER DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR 37. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL OH OPPOSITE HAND WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL OPNG OPENING AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT P-LAM PLASTIC LAMINATE PNL PANEL PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK PR PAIR SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER PTN PARTITION AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE ADJACENT EXISTING WORK. DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. RAID RADIUS RB RESILIENT BASE RT RESILIENT TILE 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, REF REFERENCE RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. REFR REFRIGERATOR FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/81, REINF REINFORCING PER FOOT. REQ REQUIRED REV REVISION RH RIGHT HAND 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING RM ROOM ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED RO ROUGH OPENING STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT S SOUTH ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SC SOLID CORE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR SEAL SEALANT APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE SECT SECTION BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE SHT SHEET CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. SIM SIMILAR SPEC SPECIFICATION SQ SQUARE 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL SS STAINLESS STEEL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS STL STEEL RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE TEL TELEPHONE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. TEMP TEMPERED TFTI TENANT FURNISHED & TENANT INSTALLED 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF THK THICK(NESS) ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES THRESH THRESHOLD INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS, TV TELEVISION PLUMBING AND PLUMBING EQUIPMENT. TYP TYPICAL SYMBOL LEGEND: UNFIN UNFINISHED 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR LINO UNLESS NOTED OTHERWISE STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 2306 ROOM NUMBER REFERENCE VCT VINYL COMPOSITION TILE 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 5 DETAIL REFERENCE BUBBLE VEN VENEER I-1o.3 VERT VERTICAL 23os DOOR NUMBER REFERENCE. VESTI VESTIBULE VFY VERIFY AIN VWC VINYL WALL COVERING A REVISION REFERENCE JOB NORTH W WEST/WIDEW/ WITH REFERENCE KEY WD WOOD I-10.3 INTERIOR ELEVATION SYMBOL (REFER TO SHEET/KEY NOTES) W/o WITHOUT WT WEIGHT HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 REGISTERED 6389 ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set A04.07.23 Permit Corrections JURISDICTION STAMP GENERAL NOTES & SYMBOLS RES U B Apr 10 2023 I 0 1 CITY MENFO DEVELO SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC a o KEY NOTES: NEW GENERATOR, GENERATOR PAD AND SCREENING LOCATION — UNDER SEPARATE PERMIT C ac SITE PLAN SCALE: NTS HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set 04.07.23 Permit Corrections JURISDICTION STAMP SITE PLAN 1-0.2 rJ 2018, JPC ARCHITECTS, LLC RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T U z Legend: Code Calculations - Floor 1: . `EGRESS REQUIRED EGRESS WIDTH: MONATH COMPOF TRAVEL 1.1. *SCOPE OF WORK REQUIRES AN AUTOMATIC SPRINKLER SYSTEM. THEREFORE, PER IBC 1005.3.1 & 1005.3.2 EXCEPTION: 40 EXIT ACCESS TRAVEL DISTANCE XX OCCUPANT LOAD THROUGH OPENING 1.2. STAIRS: 0.27000UPANT 1.3. OTHER COMPONENTS: 0.15"/OCCUPANT EXIT PROTECTED EXIT 2. 80 TOTAL OCCUPANTS ON FLOOR 1: 80/2 = 40 PER EXIT. OCCUPANCY ROOM USE RM A 101 -ROOM NUMBER B 200 SF ROOM AREA 1:150 1.3 OL OCCUPANT LOAD 3. MAXIMUM OCCUPANT LOAD LIMITED BY OTHER EGRESS COMPONENTS: 72" (TOTAL WIDTH) / 0.15 = 480 MAXIMUM OCCUPANTS 4. (2) MINIMUM EXITS REQUIRED PER IBC 1006.2.1 /1006.3.2. (2) EXITS HAVE BEEN PROVIDED. OCCUPANT LOAD FACTOR 5. "EXIT ACCESS TRAVEL DISTANCE" FOR B OCCUPANCY TO BE 300,-0" OR LESS AS ALLOWED PER IBC TABLE 1017.2. EXIT SIGN 5.1. EXIT TRAVEL DISTANCE SHALL BE MEASURED TO EXIT DISCHARGE OR EXIT STAIR, BUT CONTINUE DOWN A EXIT ACCESS STAIR. FIRE EXTINGUISHER CR CARD READER 6. DEAD-END CORRIDORS TO BE LESS 50'-0" WHEN SPRINKLERED AND B, E, F, OR S OCCUPANCY PER IBC 1020.4. NEW FIRE -RATED WALLS DIAMOND QUANTITY INDICATES HOURLY RATING. FLOOR 1 OCCUPANT LOAD: Key Notes: REFER TO IBC TABLE 1004.5 FOR LOAD FACTOR 1 THIS DOOR HAS PANIC HARDWARE. Occupancy Room Name Square Footage Load Factor Occupant Load THIS DOOR HAS MAGNETIC HOLD OPENS. B SUITE 110 2,792 y50 18.6 ADA CLEAR SPACE PER ICC/ANSI A117.1 SECTION 305. 4 ACCESSIBLE DRINKING FOUNTAIN. B SUITE 120 1,506 X150 10.0 DOOR IS CLOSED AND LOCKED AFTER NORMAL BUSINESS HOURS AND TIED TO SECURITY SYSTEM. DOORS TO BE FAIL-SAFE AND CONNECTED g SUITE 140 2,037 Y50 13.6 O H I E D U I U Y FIRE SPRINKLERS COMPLYING WITH NFPA 13 ARE REQUIRED FOR THE B SUITE 150 5,027 X150 33.5 AREA OF WORK PURSUANT TO THE IBC. REFER TO FIRE SPRINKLER ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE OF WORK AND S STORAGE 11247 Y00 4.2 REQUIREMENTS. TOTAL 12,609 80 Code Notes: 1. MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1-FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER IBC 1008. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK-UP PER IBC 1008.3. 2. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER ACCORDING TO APPLICABLE CODES/ORDINANCES IN JURISDICTION. THE ENGINEER MAY REFERENCE THIS CODE SUMMARY SHEET. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK ADDRESSING ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING DESIGN SUBJECT TO BUILDING OFFICIAL DISCRETION. 3. EGRESS DOORS WITH CARD READERS SHALL BE FAIL-SAFE TO REMAIN UNLOCKED DURING AN EVENT/EMERGENCY PER IBC 1010.1.9. r (V Z ADA FRONT APPROACH PUSH SIDE - CLEARANCE PER ICC/ANSI A117.1 SECTION 404 4. NON -EGRESS DOOR WITH CARD READERS SHALL BE FAIL SECURE TO REMAIN LOCKED DURING OPENED WTHA KKEYDURING SUCH EVENT/EMERG N Y CAN STILL BE Code Calculations -Floor 2� 1. REQUIRED EGRESS WIDTH: » I I *12 MIN WITH CLOSER AND LATCH 5. FIRE EXTINGUISHERS MUST BE WITHIN A 75' MAXIMUM TRAVEL DISTANCE OF ANY LOCATION. 1.1. *SCOPE OF WORK REQUIRES AN AUTOMATIC SPRINKLER SYSTEM. THEREFORE, PER IBC 1005.3.1 & 1005.3.2 EXCEPTION: 48"MIN � 1.2. STAIRS: 0.2"/OCCUPANT 1.3. OTHER COMPONENTS: 0.15"/OCCUPANT Ilk 60" MIN 2. 154 TOTAL OCCUPANTS ON FLOOR 2 = 154/3 = 51 PER EXIT ADA FRONT APPROACH, PULL SIDE CLEARANCE PER 3. MAXIMUM OCCUPANT LOAD LIMITED BY STAIRWAYS: 46" (TOTAL STAIR WIDTH) / 0.2 = 230 MAXIMUM OCCUPANTS j ICC/ANSI A117.1 SECTION 404 �� 4. MAXIMUM OCCUPANT LOAD LIMITED BY OTHER EGRESS COMPONENTS: 00 - - - - 36" (TOTAL WIDTH) / 0.15 = 240 MAXIMUM OCCUPANTS 5. (2) MINIMUM EXITS REQUIRED PER IBC 1006.2.1 /1006.3.2. *42"MIN (3) EXITS HAVE BEEN PROVIDED. I 6. "EXIT ACCESS TRAVEL DISTANCE" FOR B OCCUPANCY TO BE 300'-0" OR LESS AS ALLOWED PER IBC TABLE 1017.2. ADA HINGE APPROACH, PUSH 6.1. EXIT TRAVEL DISTANCE SHALL BE MEASURED TO EXIT DISCHARGE OR EXIT STAIR, BUT CONTINUE DOWN A EXIT ACCESS STAIR. I I SIDE CLEARANCE PER ICC/ANSI I A117.1 SECTION 404 NI *48" MIN WITH CLOSER AND 7. DEAD-END CORRIDORS TO BE LESS 50'-0" WHEN SPRINKLERED AND B, E, F, OR S OCCUPANCY PER IBC 1020.4. L - LATCH **12" MIN WITH CLOSER AND *42"MIN LATCH FLOOR 2 OCCUPANT LOAD: REFER TO IBC TABLE 1004.5 FOR LOAD FACTOR Ilk - - - ADA LATCH APPROACH, PUSH SIDE CLEARANCE PER ICC/ANSI Occupancy Room Name Suare Footage Load Factor Occupant B SUITE 200 1,273 X50 8.5 A117.1 SECTION 404 ZI *48" MIN WITH CLOSER AND N LATCH g SUITE 205 1,288 y50 8.6 B SUITE 210A 970 Y50 6.5 *48"MIN B SUITE 220 905 X50 6.0 _ ADA LATCH APPROACH, PULL SIDE N CLEARANCE PER ICC/ANSI A117.1 B SUITE 230 2,188 Y50 14.6 I I SECTION 404 *54" MIN WITH CLOSER AND LATCH B SUITE 240 4,384 Y5o 29.2 L B SUITE 260 4,028 X150 26.9 B SUITE 270 1,585 Y50 10.6 A TYPICAL DOOR APPROACH CLEARANCES B SUITE 280 1,614 X150 10.8 B SUITE 290 4,862 Y50 32.4 SCALE: 1 /4" = 1'-0" TOTAL 23,097 154 •. HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set 04.07.23 Permit Corrections JURISDICTION STAMP CODE NOTES & SUMMARY RESUB I O Apr 10 2023 CITY OF EDMONDS C S DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC 191 SCOPE OF WORK REQUIRES AN AUTOMATIC FIRE / i SPRINKLER SYSTEM. REFER TO FIRE PROTECTION LEVEL1 — EXIT P LAN PLAN FOR ADDITIONAL INFORMATION SCALE: 1 /8"=1'-0" -o r c I a SEE SHEET I-CS-0 FOR KEYNOTES, CODE NOTES, AND LEGEND HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 1 EXIT PLAN I -CS. 1 rJ 2018, JPC ARCHITECTS, LLC RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT c I a SEE SHEET I-CS-0 FOR KEYNOTES, CODE NOTES, AND LEGEND HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 2 EXIT PLAN RESUB Apr 10 2023 I—CS.2DEV CITY M EDMONDS SERVIELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC I �g 3 o a DEMO PLAN KEY NOTES DEMOLITION NOTES: NO WORK IN THIS AREA, U.N.O. 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT DEMO EXISTING PARTIAL HEIGHT PARTITIONS AT STAIR AND RAMP AND REPLACE PRICE. / WITH NEW. EXISTING RAMP AND STAIR CONSTRUCTION TO REMAIN. REFER TO FLOOR PLAN FOR NEW CONSTRUCTION LAYOUT. 2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3 DEMO ALL EXISTING INTERIOR DOOR SLABS AND DOOR HARDWARE AND REPLACE WITH NEW. EXISTING DOOR FRAMES AND LOCK CORES TO REMAIN. REFER TO 1-10.1 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS & 1-10.2 FOR ADDITIONAL INFORMATION. FOR THE DURATION OF CONSTRUCTION. REMOVE ALL EXISTING FIRE EXTINGUISHER CABINETS - REPLACE WITH NEW SEMI -RECESSED FACTORY -WHITE CABINETS. SEE FLOOR PLAN FOR ADDITIONAL 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE INFORMATION. PATCH AND REPAIR EXISTING GWB AS REQUIRED TO MATCH POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. ADJACENT SURFACE. REMOVE EXISTING DRINKING FOUNTAIN AND REPLACE WITH NEW ADA HI -LOW 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE <= / DRINKING FOUNTAIN. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. REMOVE ALL EXISTING INTERIOR SIGNAGE - PATCH AND REPAIR WALLS TO MATCH ADJACENT LEVEL 4 FINISH. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING DEMOLISH EXISTING FINISH FLOORING AND WALL BASE. PATCH AND REPAIR MANAGEMENT REQUIREMENTS AND PROCEDURES. / AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FLOORING AND WALL BASE MATERIALS. 7. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 8 DEMOLISH HANDRAILS AT EXISTING RAMP AND STAIR AND REPLACE WITH NEW. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. g. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY REMOVE STAINED WOOD TRIM, WALL BASE AND STRINGERS AT STAIRS AND DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING REPLACE WITH NEW. REFER TO FLOOR & FINISH PLAN FOR ADDITIONAL CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR INFORMATION. TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS 10 REMOVE EXISTING PARTIAL HEIGHT WALL AND PLANTER AT FLOOR 2 URGENT CARE NOTED HEREIN. LOBBY. 9. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX 11 REMOVE STAINED WOOD TRIM AT EXISTING PARTIAL HEIGHT WALL AND REPLACE OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED WITH NEW. REFER TO FLOOR & FINISH PLAN FOR ADDITIONAL INFORMATION. DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF 12 EXISTING FINISH FLOOR AND WALL PANELS TO BE REMOVED. AFFECTED SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM SUBSTRATES TO BE PREPPED FOR NEW FINISHES. COORDINATION WITH ELEVATOR EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE MANUFACTURER IS REQUIRED. ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DEMOLISH PORTION OF EXISTING PARTITION FOR NEW SUITE ENTRY STANDARD DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR 13 OTHER THAN IT'S INTENDED PURPOSE. SIDELIGHT. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. 14 REMOVE EXISTING ACCESS PANEL AT FLOOR 1 STAIR WALL. PATCH AND REPAIR AS 10. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING RE UI D T M TC D CE T F IS TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH 15 SELECTIVE DEMOLITION MAY BE REQUIRED IN ORDER TO ROUTE FIRE SPRINKLER TELEPHONE COMPANIES AND TENANT. LINES FROM EXISTING FIRE RISER ROOM ON FLOOR ONE IN SUITE 140 THROUGHOUT AREA OF WORK AND BLDG OWNER ROOMS/AREAS/SPACES. REFER TO ENGINEERING 11. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DRAWINGS FOR SCOPE OF WORK AND REQUIREMENTS. DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 12. 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. 13. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 14. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. DEMO RCP KEY NOTES DEMOLITION RCP NOTES: NO WORK IN THIS AREA, U.N.O. 1. DEMOLISH EXISTING FINISHED CEILINGS AS INDICTED IN PLAN AND AS DEMOLISH EXISTING ELEVATOR CEILING AND LIGHTING. REFER TO REFLECTED REQUIRED DUE TO DEMOLITION SCOPE AND REVISED LAYOUT. PATCH AND / CEILING PLAN FOR NEW LAYOUT. COORDINATION WITH ELEVATOR MANUFACTURER REPAIR AFFECTED AREAS AS REQUIRED. REFER TO CEILING PLAN FOR NEW IS REQUIRED. CEILING INFORMATION. DEMOLISH EXISTING WOOD TRIM AROUND SOFFITS AND SKYLIGHTS. PATCH AND 2. DEMOLISH EXISTING LIGHT FIXTURES THROUGHOUT AS INDICATED IN PLAN AND REPAIR GWB TO A LEVEL 4 PAINTABLE FINISH. AS REQUIRED DUE TO DEMOLITION SCOPE AND REVISED LAYOUT. PATCH AND REPAIR AFFECTED AREAS TO MATCH ADJACENT FINISH. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED. TERMINATE WIRING BACK AT CLOSEST JUNCTION BOX OR DEMOLISH WIRING BACK TO PANEL. DEMOLITION PLAN LEGEND: EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN DEMOLITION RCP LEGEND: TYPE SYMBOL MFG. DESCRIPTION EXISTING GWB CEILING TO REMAIN 4 4- DEMOLISH ACT GRID AND TILE rtfi DEMOLISH LIGHT FIXTURES INDICATED BY "D" DEMOLISH EXIT SIGNS AND EMERGENCY PATHWAY LIGHTS �D NO DESIGNATION = EXISTING TO REMAIN D = DEMOLISH HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set / 1 \ 04.07.23 Permit Corrections JURISDICTION STAMP DEMOLITION PLAN & DEMOLITION RCP NOTES rJ 2018, JPC ARCHITECTS, LLC RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a o I U F.E.C. o 10 0 SCOPE OF WORK F - - - - I XD DICAL UGHOUT _, U.N.O. c _J 15 TYP. L- SCOPE OF WORK LEVEL 1 DEMOLITION PLAN SCALE: 1 /8"=1'-0" SEE SHEET 1-1.0 FOR KEYNOTES, PLAN NOTES, AND LEGEND 7 TYP. 3 LEVEL 2 DEMOLITION PLAN SCALE: 1/8"=1'-OR SEE SHEET 1-1.0 FOR KEYNOTES, PLAN NOTES, AND LEGEND •. HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 1 & 2 DEMOLITION PLAN RESUB I 1 1 Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC a o J a SCOPE OF WORK F - - - - I All--- - iW- o 'II Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -I —�rt�—r �—r-rt�—r �—r —r r�—r-rt�—r r�-r-rt�—r- —r-t / OPEN T`ONABOVE / REFER TO FLOOR 2 R�CW PLAN SCOPE OF WORK - k- 4-09 I I DI I I I I I I I I C I r�—r-rt�—r�— W ILD LEVEL 1 - DEMOLITION RCP SCALE: 1 /8"=V-0" SEE SHEET 1-1.0 FOR KEYNOTES, PLAN NOTES, AND LEGEND °I °_ I1— — I —°I — I_ L — __ __ __ __ __ __ __ __ __ __ __ o I 'o " ° �°NO °�Oco o o I IN�NII IN�NI IN�NI IN�NI IN�NI IN�NI IN�NI N�NI N�NI I III I II N�NI M�MI M�MI IN\MI 10 III p III III III III II�II Il�ll�i I —I— �L_I_ _—IL4_�—I-4L=I—I-4L=4 I—�L�_ __4—I-4L=4 I—��—I 4- _� LILI J_i- J�_I�l --��—I—��—I���—I—��—I���—I—��—I���—I—��—I���—I—��—I���—I—��—I��� [1] LEVEL 2 - DEMOLITION RCP SCALE: 1 /8"= V-0" verdant' HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 638t GISTERED RCHITECT ETERSON STAASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set A 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 1 & 2 DEMOLITION RCP rJ 2018, JPC ARCHITECTS, LLC RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT odel :S 'UB ) 2023 :DMONDS VT SERVICES TMENT LEVEL 1 FLOOR PLAN SCALE: 1 /8"=1'-0" SEE SHEET 1-3.0 FOR KEYNOTES, PLAN NOTES, AND LEGEND HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 1 FLOOR PLAN RESUB Apr 10 2023 I CITY OF EDMONDS ■ DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U z 3 m g X I LO R1 u SUITE 240 URGENT CARE y0 FIRE ALARM �-�l 1_8 2 13B r:> 11 o N :::� N u CORRIDOR C 203 I- ALIGN 19 Q N N N 2 URGENT CARE A RRIDOR LOBBY 1-8.2 A 200 TYP15 201 14 5 205 ri 0 O M N SUITE 230 GASTRO HEALTH SUITE 260 GASTRO. HEALTH i�= 6 TYP 9 11 THROL SCOPE, 1 B 1A SCOPE OF WORK 2406 N N SUITE 220 2 N 0 2A I-8.2 0 Z CORRIDOR B 202 SUITE 2101 U SUITE 270 SUITE 280 FD JA ITOR (VACANT) EDMONDS MEDICAL CLINIC :: n ELEVATOR CL SET LEVEL 2 FLOOR PLAN SCALE: 1 /8"=1'-0" SEE SHEET 1-3.0 FOR KEYNOTES, PLAN NOTES, AND LEGEND Verdant' II ow00 HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 ��ARCHITECT REGISTERED MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set A 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 2 FLOOR PLAN RESUB Apr 10 2023 I 2 CITY E ■ DEVELOPMM DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC 3 m 3 m U 0 U a 5 bi q 3 o a 2 a LIGHT FIXTURE SPECIFICATIONS: *REFER TO ELECTRICAL DRAWINGS FOR EXACT LIGHTING SPECIFICATIONS AND APPROVED LIGHTING ALTERNATES CEILING SPECIFICATIONS: RCP SHEET NOTES: MOUNTING HEIGHT + MOUNTING HEIGHT + TYPE SYMBOL MFR DESCRIPTION BUILDING SYSTEMS TYPE SYMBOL MFR DESCRIPTION NOTES TYPE SYMBOL MFR DESCRIPTION NOTES 1. MODIFY EXISTING SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, THE BUILDING CEILING TYPE REFERENCE CODES IN EFFECT, AND DESIGN/CONSTRUCTION STANDARDS FOR THE SUBJECT BUILDING INCLUDING, BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, ISOLITE EDGE -LIT LED EXIT SIGN PROVIDE EMERGENCY FORMS + LED DOWNLIGHT REFER TO KEYNOTE #1 CEILING HEIGHT REFERENCE MODEL NO: UEL-EM-GREEN-1C2M-MTEBR BATTERY BACKUP SURFACES NAME: ELEVATOR CEILING DOWNLIGHT COMMUNICATIONS, CONVEYANCE, FIRE/SMOKE PROTECTION, AND FIRE ALARM X-1 101 SPEC INCLUDES SINGLE F 11 WATTAGE: 6W 00'-00" SYSTEMS. EXISTING GWB CEILING /SOFFIT FACE CLEAR LENS AND COLOR TEMP: 3,000 / 80 CRI 2. ARCHITECTURAL FEATURES AND LIGHTING LOCATIONS TAKE PRECEDENCE OVER DOUBLE FACE MIRROR LENS OTHER ELEMENTS AND SYSTEMS. COORDINATE THE WORK OF ALL TRADES TO ENSURE CLEARANCES FOR EQUIPMENT, FIXTURES, DUCTS, PIPING, AND ETC. AS NECESSARY TO MAINTAIN THE FINISHED CEILING AND LIGHTING HEIGHTS AND ISOLITE EDGE -LIT EXIT SIGN (WALL MOUNT) PROVIDE EMERGENCY MODEL NO: UEL-EM-GREEN-1C2M-MTEBR BATTERY BACKUP NOTE: CONTRACTOR MAY PROVIDE ALTERNATE LIGHT FIXTURE SPECIFICATIONS ONLY AS DOCUMENTED IN THE ELECTRICAL ENGINEERING DRAWINGS. LAYOUTS INDICATED IN CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY ACT-1 ARMSTRONG 2' X 2' CEILING GRID AND TILE X-2 SPEC INCLUDES SINGLE CONFICTS WITH ARCHITECTURAL ELEMENTS OR LIGHTING, AND COORDINATE WITH FACE CLEAR LENS STYLE NAME: ULTIMA HEALTHZONE BEVELED ARCHITECT AS REQUIRED. FAILURE TO COORDINATE CONFLICTS WILL NOT WAIVE TEGULAR (0.70 NRC/38 CAC) RESPONSIBILITY TO DELIVER THE FINAL DESIGN INTENT AS PRESENTED IN THE NO DESIGNATION = NEW E = EXISTING TO REMAIN STYLE NO: 1936 GRID: 9/16" SUPRAFINE XL W/ #7889 SHADOW CONSTRUCTION DOCUMENTS. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL BUILDING SYSTEMS AND NULITE RECESSED LINEAR LED - 481 NAME: REGOLO 6 LED GRID SERIES W/ REGRESS LENS MOLDING COMPONENTS. INSTALL NEW AND/OR MODIFY EXISTING SYSTEMS AND MODEL NO: RG6-05-L35-UNV-D-1 1 -ST-R-4 COLOR: WHITE COMPONENTS TO COMPLETE WORK AS REQUIRED IN THE CONSTRUCTION F-1A O WATTAGE: REFER TO ELECTRICAL DRAWINGS NOTE: REFER TO SHEET 1-9.2 FOR ADDITIONAL DOCUMENTS. LUMENS: REFER TO ELECTRICAL DRAWINGS INFORMATION. 4. SUBMIT LIGHTING AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT COLOR TEMP: 3500K / 80 CRI FOR REVIEW PRIOR TO ORDER PLACEMENT. ACT-2 ARMSTRONG 2' X 6' CEILING GRID AND TILE STYLE NAME: ULTIMA HEALTH ZONE BEVELED LIGHT FIXTURES NULITE RECESSED LINEAR LED - 481 NAME: REGOLO 6 LED GRID SERIES W/ REGRESS LENS I --+--J�-- TEGULAR FAST-SIZE/MADE TO ORDER (0.70 NRC/38 5. VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED MODEL N0: RG6 06 L35 UNV D 11 ST R 4 I j CAC) SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE MAY BE F-1 B 0 WATTAGE: REFER TO ELECTRICAL DRAWINGS j I STYLE NO: FAST-SIZE/MADE TO ORDER 24"x72" REQUIRED BY THE JURISDICTION TO BE MODIFIED AND/OR REPLACED WITH LUMENS: REFER TO ELECTRICAL DRAWINGS GRID: 9/16" SUPRAFINE XL W/ #7889 SHADOW EQUIVALENT FIXTURES AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COLOR TEMP: 3500K / 80 CRI I MOLDING CODES. COLOR: WHITE 6. PROTECT EXPOSED LIGHT FIXTURES AND OTHER ELEMENTS FROM DAMAGE AND NOTE: REFER TO SHEET 1-9.2 FOR ADDITIONAL SOILING DURING CONSTRUCTION. REFER TO MANUFACTURER RECOMMENDATIONS LUMINII GRID -MOUNTED LINEAR LED - 721 REMOTE DRIVERS AND/OR FOR PROTECTION DURING CONSTRUCTION. NAME: CLAREO S SURFACE STATIC WHITE BATTERY BACKUPS TO BE INFORMATION. 7. RE -LAMP ALL EXISTING TO REMAIN FIXTURES TO MATCH NEW FIXTURES. MODEL NO:CLS-72-HE64XHO-35K-F-TB9-WH- LOCATED ABOVE ACT-1 ACT-2 ARMSTRONG 2'X2' FIRE -RATED GRID AND TILE F-2 [POSITION] -[POWER FEED] CEILING FOR I STYLE NAME: ULTIMA BEVELED TEGULAR (0.60 NRC / LIGHTING CONTROLS WATTAGE: REFER TO ELECTRICAL DRAWINGS ACCESSIBILITY -------+-- 40 CAC) 8. REFER TO ELECTRICAL ENGINEERING DRAWINGS FOR LIGHTING CONTROL LUMENS: REFER TO ELECTRICAL DRAWINGS I I STYLE NO: 1895 (FIREGUARD) REQUIREMENTS. COLOR TEMP: 3500K / 80 CRI I '—---t-- GRID: 9/16" SUPRAFINE XL #8501 / #XL8520 W/ 9. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL APPROVED LIGHTING PLANS AND THE CURRENT CODES IN EFFECT. IT LUMINII GRID -MOUNTED LINEAR LED - 481 REMOTE DRIVERS AND/OR FIREGUARD AND #7889 SHADOW MOLDING SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE NAME: CLAREO S SURFACE STATIC WHITE BATTERY BACKUPS TO BE COLOR: WHITE OF WORK THAT FULFILLS ALL EGRESS LIGHTING REQUIREMENTS. FINAL EGRESS MODEL NO: CLS-48-HE64XHO-35K-F-TB9-WH- LOCATED ABOVE ACT-1 UL LISTING: UL 263 DESIGN NO. L202 (REFER TO SHEET LIGHTING QUANTITIES AND LOCATIONS ARE SUBJECT TO APPROVAL BY BUILDING F-3 [POSITION] -[POWER FEED] CEILING FOR I-11.3 AND 1-11.4 FOR ADDITIONAL INFORMATION) AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. WATTAGE: REFER TO ELECTRICAL DRAWINGS ACCESSIBILITY G N 2 E G SU W L A C IN LUMENS: REFER TO ELECTRICAL DRAWINGS . REFER TO REFLECTED CEILING PLAN FOR HEIGHTS. CEILINGS 10. SUSPENDED CEILING COMPONENTS SHALL MATCH ADJACENT EXISTING COLOR TEMP: 3500K / 80 CRI REFER TO 4I-9.1 FOR ADDITIONAL INFORMATION. COMPONENTS AND BE OF CONSISTENT MANUFACTURER WHERE NEW IS SUPPLEMENTING EXISTING. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND PINNACLE 3" RECESSED LINEAR WALL WASH CONTRACTOR TO VERIFY LIGHTING NAME: EDGE - CONTINUOUS RUN EXACT LENGTH IN FIELD SEISMIC BRACING AS REQUIRED. MODEL NO: EV3WW-35-29'-CONTINUOUS 11. LIGHT FIXTURES AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2, CLG-1 FORMS + SURFACES LEVEL E (4) PANEL CEILING ASSEMBLY WITH LED DOWNLIGHTS F-4 — — — — ROW-GB-U-FSD-1-W WATTAGE: REFER TO ELECTRICAL DRAWINGS SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICTING WITH NEW ELEMENTS). LUMENS: REFER TO ELECTRICAL DRAWINGS PANEL FINISH: STAINLESS STEEL W/ SEASTONE 12. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM COLOR TEMP: 3500K / 90 CRI FINISH MAINTENANCE. PROVIDE ACCESS PANEL LOCATIONS AND PRODUCT DATA FOR — NOTE: SEE KEYNOTE #2 ARCHITECT'S REVIEW. INTENSE 4" DIA. LED DOWNLIGHT MFR REP: MIKE BENZ 13. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED LIGHTING NAME: SD 4" 425.213.3490 FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL MODEL NO: HOUSING: SD4DR-L1-35-D101-WFL mike.benz@forms-surfaces.com ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. F-5 O REFLECTOR: IC432-HZ-SFW-CR WATTAGE: REFER TO ELECTRICAL DRAWINGS LIGHTING CONTROL DEVICE AND LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K/80CRI CEILING EQUIPMENT LEGEND: NULITE 60" LINEAR LED PENDANT INTEGRALDRIVER NAME REGOLO 1T/INDIRECT SYMBOL DESCRIPTION KEY NOTES: F-6A MODEL NO: RP13-B-FF-DG-03-03-L35-1 C-UNV-D-W-W- NO WORK IN THIS AREA, U.N.O. (MOUNTING)-5 $ WALL SWITCH - LIGHT WATTAGE: REFER TO ELECTRICAL DRAWINGS LUMENS: REFER TO ELECTRICAL DRAWINGS $ 3 WALL SWITCH - 3-WAY LIGHT ELEVATOR CEILING AND LIGHTING ASSEMBLY WORK TO BE PROVIDED AND COLOR TEMP: 3500K / 80 CRIB // INSTALLED BY ELEVATOR CONTRACTOR. $oc WALL SWITCH WITH OCCUPANCY SENSOR 3 CENTER 71" LIGHT FIXTURE IN CORRIDOR, TYPICAL. NULITE 60" LINEAR DIRECT/INDIRECT LED PENDANT INTEGRAL DRIVER NOTE: REFER TO LIGHTING CONTROL NOTES AND ELECTRICAL ENGINEERING DRAWINGS FOR NAME: REGOLO 1 REQUIRED CENTER NEW LIGHT FIXTURE IN ROOM. MODEL NO: RP13-B-FF-DG-05-03-L35-1C-UNV-D-W-W- ADDITIONAL INFORMATION. F 6B (MOUNTING)-5 5 EXISTING WOOD BEAMS TO BE REFINISHED TO A PAINTED FINISH: PT-10. WATTAGE: REFER TO ELECTRICAL DRAWINGS ALL NEW AND EXISTING GWB CEILING SURFACES IN SCOPE OF WORK TO LUMENS: REFER TO ELECTRICAL DRAWINGS / COLOR TEMP: 3500K / 80 CRI RECEIVE NEW PAINTED FINISH: PT 10, U.N.O. START OF FIRE -RATED ACT-3 CEILING ASSEMBLY AND TENTED LIGHT FIXTURES. REFER TO DETAIL 10/1-9.2 FOR ADDITIONAL INFORMATION. NULITE 60" LINEAR DIRECT/INDIRECT LED PENDANT INTEGRAL DRIVER NAME: REGOLO 1 REQUIRED EXISTING RESTROOM GWB CEILINGS TO RECEIVE NEW PAINTED FINISH: F-6C MODEL NO: RP13-B-FF-DG-08-03-L35-1C-UNV-D-W-W- / PT-04 (MOUNTING)-5 MOUNT F-8 FIXTURE TO PAINTED MDF TRIM: WM-02 AT 8'-0" AFF. REFER TO WATTAGE: REFER TO ELECTRICAL DRAWINGS ELEVATION 5/I-8.3 FOR ADDITIONAL INFORMATION. LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K / 80 CRI 10 NEW GWB CEILING TO BE CONSTRUCTED AS CLOSE TO THE EXISTING BEAMS AS FEASIBLE 11 PATCH AND REPAIR GWB CEILINGS AS REQUIRED TO MATCH ADJACENT ECOSENSE FLUSH CEILING MOUNT CONTRACTOR TO VERIFY NAME: LUMIUM NITROGEN 2 EXACT LENGTH IN FIELD FINISH AT AREAS AFFECTED BY NEW FIRE SPRINKLER INSTALLATION. MODEL NO: N2-SMC SURFACE MOUNT CEILING REFER TO ENGINEERING DRAWINGS FOR SCOPE OF WORK AND F 7A MOD-CR (LENGTH)-935-VL-N-1 D-SC-SC REQUIREMENTS. FIRE SPRINKLER PLANS TO BE DESIGN -BUILD BY WATTAGE: REFER TO ELECTRICAL DRAWINGS CONTRACTOR. LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K / 90 CRI ECOSENSE WALL SURFACE MOUNT CONTRACTOR TO VERIFY NAME: LUMIUM NITROGEN 2 EXACT LENGTH IN FIELD F-713 MODEL NO: N2-SM-CR (LENGTH)-935-VL-N-1D-SC-SC WATTAGE: REFER TO ELECTRICAL DRAWINGS LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K / 90 CRI ECOSENSE WALL SURFACE MOUNT CONTRACTOR TO VERIFY NAME: LUMIUM NITROGEN 2 EXACT LENGTH IN FIELD F-7C MODEL NO: N2-SMC SURFACE MOUNT CEILING MOD-CR (LENGTH)-935-VL-G-1 D-SC-SC WATTAGE: REFER TO ELECTRICAL DRAWINGS LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K / 90 CRI PURE EDGE WALL -MOUNTED TRACK LED SPOT TRACK TO BE INTEGRATED II V V �7 I� LIGHTING NAME: PIPELINE TRACK STEM MOUNTED STRAIGHT INTO PAINTED MDF TRIM. F 8 WITH RADIANT LARGE TRACK HEADS REFER TO ELEVATION 5/I-8.3 MODEL NO: TRACK: PT-2R-14-180-BK FOR ADDITIONAL HEADS: T24-RADL-FL-3K-BK INFORMATION. WATTAGE: REFER TO ELECTRICAL DRAWINGS LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K / 90 CRI ECOSENSE SURFACE-MTD LED COVE FIXTURE INSTALL AT BACK OF — — — — — — — — NAME: TROV FLEX L09 EXISTING GWB SOFFIT F 9 MODEL NO: FIXTURE: L09-1-120-09-35-90-CV24-ASYM CONTRACTOR TO VERIFY EXTRUSION: L09-A-DUSTCVR-ASYM-621N EXACT LENGTH IN FIELD WATTAGE: REFER TO ELECTRICAL DRAWINGS LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K / 35 CRI METALUX SURFACE-MTD LED 2x2 FIXTURE NAME: CRUZE ST F-10 MODEL NO: 22CZ2-32-UNV-L835-UNV-CD1-U WATTAGE: REFER TO ELECTRICAL DRAWINGS LUMENS: REFER TO ELECTRICAL DRAWINGS COLOR TEMP: 3500K / 80 CRI HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set A 04.07.23 Permit Corrections JURISDICTION STAMP CEILING PLAN NOTES & SCHEDULE RES U B Apr 10 2023 CITY OF EDMONDS 14 ■ 0 DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC Q 0 SCOPE OF WORK F----� 5 X X LEVEL 1 REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" SEE SHEET 1-4.0 FOR KEYNOTES, CEILING NOTES, AND LEGEND 1 HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 REGISTERED 6389 ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set A 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 1 REFLECTED CEILING PLAN RESUB Apr 10 2023 CITY OF EDMONDS I■ DEVELOPMENTD PAR MENSERVICES Q 0 © 2018, JPC ARCHITECTS, LLC LEVEL 2 REFLECTED CEILING PLAN SCALE: 1/8"=V-0" a SEE SHEET 1-4.0 FOR KEYNOTES, CEILING NOTES, AND LEGEND HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set A 04.07.23 Permit Corrections JURISDICTION STAMP LEVEL 2 REFLECTED CEILING PLAN 1-4.2 rJ 2018, JPC ARCHITECTS, LLC RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT x U Z 2E a 0 in x U SCHEDULED SURFACE MOUNTED LINEAR GRAZE FIXTURE WOOD FINISH WD-01 SCHEDULED WALL BASE WB-01 O FL.1 CORRIDOR - WOOD FEATURE WALL SCALE: 3/8" = 1'-0" GL-01 NEW 1/4" THICK GLASS PANELS STANDOFF SUPPORT AT GLASS PANELS MANUF: CRL RSOB21BS NEW PARTIAL HEIGHT WALL PAINTED PT-01 PRIOR TO GLASSINSTALL (BEHIND GLASS PANELS) EXISTING FLOOR RAMP (BEHIND PARTIAL HEIGHT WALL) 2-3/4" ALUMINUM SHOE SUPPORT FOR GLASS PANELS MANUF.: CRL 5 PARTIAL HT. WALL ELEVATION (SEATING ARE SCALE: 3/8" = 1'-0" CD LO +I REFER TO FLOOR PLAN 2 PARTIAL HEIGHT WALL ELEVATION @ EXIST. RAMP/STAIRS SCALE: 3/8" = 1'-0" 3/4" PAINTED HDF TOP CAP PT-02 WOOD VENEER PANELS W/ 1/4" REVEALS AS SHOWN WV-01 WOOD VENEER PANEL TO BE FINISHED AT EXPOSED EDGES, TYP. DASHED LINES INDICATES PARTIAL HEIGHT WALL AT STAIR Ilk (1 GLASS PANEL) Ilk GL-01 —� GL-01 NEW GLASS PANELS BEYOND NEW 1/4" THICK GLASS PANELS STANDOFF SUPPORT AT A y o GLASS PANELS NEW PARTIAL HEIGHT WALL AND RAILING. REFER TO MANUF: CRL RS0621 BS i i i i z SHEET I-9.1 FOR ADDITIONAL INFORMATION - - NEW PARTIAL HEIGHT WALL PAINTED PT-01 PRIOR TO W I i+� GLASS INSTALL EXISTING RAMPED FLOOR RAMP I �' (BEHIND GLASS PANELS) 1:12 DOWN 2-3/4" ALUMINUM SHOE SCHEDULED WALL BASE SUPPORT FOR GLASS PANELS WB-01 ±4'-1'I MANUF: CRL EXISTING FLOOR RAMP L5 I-9.1 4 PARTIAL HT. WALL ELEVATION (SEATING ARE SCALE: 3/8" = 1'-0" nrnTnllllS .t nnl Irn1 II rn nI InrA nr 7 FL. 1 ELEVATOR LOBBY - WOOD FEATURE WALL SCALE: 3/8" = 1'-0" WOOD VENEER PANEL (SIDE PROFILE) WV-01 WOOD VENEER PANEL WV-01 WB-01 SCHEDULED BASE 11 FL.1 MAIN LOBBY - WOOD VENEER WALL @ OPENING SCALE: 3/8" = 1'-0" (3) EQUAL PANELS �, CURVED WALL L 3/4" PAINTED MDF 1 PT-02 WOOD VENEER PAI REVEALS AS SHOW WV-01 WB-01 SCHEDULED BASE 13 FLA MAIN LOBBY - WOOD VENEER WALL 15 FL.1 STAIR - WOOD VENEER PANELS 9SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" d an ver 1 HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY WOOD FINISH WD01 Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB SCHEDULED WALL BASE CHECKED CB WB 01 NO. 22-0302 G CURVED WALL 4 NEW P.H. WALL FL.1 STAIR - WOOD VENEER PANELS 6389 1 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set A 04.07.23 Permit Corrections JURISDICTION STAMP INTERIOR ELEVATIONS I-8.1 RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E m ¢' o SCALE: 3/8" = 1'-0" © 2018, JPC ARCHITECTS, LLC x U Z 2E a C`TA- 1-111 1 SCHEDULED CEILING MOUNTED LINEAR GRAZE FIXTURE WOOD FINISH W D-01 START FULL WOOD SLAT HERE SCHEDULED WALL BASE W B-01 3 NORTH SEATING AREA — WOOD FEATURE WALL 2 SCALE: 3/8" = V-0" (:D N A WOOD WD-02 1 o 11 1.1 PT-05 EXISTIN COLUMI WOOD; 45 DEGI WD-02 WOOD WD 02 211 +31-211 RAMING SUPPORT STRUCTURAL ,LATS INSTALLED AT ,EE ANGLE 'LATFORM SUPPORT 6 VIF I-9.3 FL.2 URGENT CARE — WOOD FEATURE WALL SCALE: 3/8" = 1'-0" SCHEDULED SURFACE MOUNTED LINEAR GRAZE FIXTURE WALL PAN ADJACENI i WOOD WD-01 1/4" X 1/ W En tl SIM. r 2 .I I-9.3 / � o SCHEDULE +10" DOOR/SIDELIGHT ±11-8^ WB 01 VIEW A 15 I-9.3 M. --L THICKNESS WALL INISH l" WOOD REVE D WALL BASE C`TA- 1-111 1 SOUTH SEATING AREA — WOOD FEATURE WALL SCALE: 3/8" = V-0" PAINTED GWB PT-01 F.E.C. (WHERE OCCURS) 1/4" X 1-1/2" PAINTED HDF TRIM WM-01 ACCESS PANEL (WHERE OCCURS) PT-01 WALL COVERING WC-01 SCHEDULED WALL BASE WB-01 PROVIDE COLOR WC-01 MATCH SILICON SEAM AROUND PANEL EDGES, TYP. TYPICAL WAINSCOT WC-01 ELEVATION SCALE: 3/8" = 1'-0" .,LA,,, .:. SCHEDULED CEILING MOUNTED LINEAR GRAZE FIXTURE WOOD FINISH W D-01 START FULL WOOD SLAT HERE W SCHEDULED WALL BASE W B-01 7 FL.2 ELEVATOR LOBBY — WOOD FEATURE WALL SCALE: 3/8" = 1'-0" C'C4 IrC1111-%AIAII nnn1INI- 1 kver HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY WOOD FINIS W OD Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB SCHEDULED WB-01 NO. 22-0302 CARPET SEAMING KEY NOTES: 1� START FULL TILE HERRINGBONE PATTERN HERE �2 MITERED EDGE AT CORNER. Q CUT CARPET AS REQUIRED TO FILL PATTERN. 6389 1 REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set 04.07.23 Permit Corrections JURISDICTION STAMP o INTERIOR ELEVATIONS & ENLARGED PLANS RE B �A.( Apr 10 023 I r1 2 CITY E ONDS v . DEVELOPMENT ERVIVICE 13 URGENT CARE LOBBY — WOOD SLAT WALL = 1, 15 NORTH SEATING AREA— CPT SEAMING PLAN SCALE: 3/8" = T-0" 16 SOUTH SEATING AREA— CPT SEAMING PLAN SCALE: 3/8" = T-0" © 2018, JPC ARCHITECTS, LLC x U Z 91 Vl I ILUVLLU VVfILL UnI !_ VVI ILUVLLU VVnI_L JnI !_ WB-01 WB-01 FL.2 URGENT CARE LOBBY - NORTH WALL ELEVATION SCALE: 3/8" = V-0" verdant -A, HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 1 REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set / 1 \ 04.07.23 Permit Corrections JURISDICTION STAMP o� c.; CO co Q 0 o w Z X K W H N a a_ 3 m a FELEVATIONTERIOR 0 U N � H O CO � a N .qNS o a 1 I ■\ SUB N Ap 102023 [Il NIT 0 wLI-8.3 DEVELO MENT SERVICES x U D PARTMENT Qd d E o C a o © 2018, JPC ARCHITECTS, LLC NON -BEARING METAL FRAMING NOTES DESIGNED FOR USE IN HEAD -OF -WALL DEFLECTION 17. COORDINATION WITH SFRM - BEFORE SFRM IS APPLIED, WALL TYPE COMMENTS ABBREVIATIONS GENERAL CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS AHJ AUTHORITIES HAVING JURISDICTION 1. INCLUDES NON -LOAD BEARING STEEL FRAMING OF STUDS TO RUNNERS WHILE ALLOWING A 1 Z" - 3" ARE ATTACHED. ASTM AMERICAN SOCIETY FOR TESTING MATERIALS SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES, MINIMAL VERTICAL MOVEMENT PER AISI 220. 18. INSTALLATION STANDARDS FOR FRAMING BASE BASE CONDITION VARIES, SEE SECTIONS UTILIZING BRANDS AS AVAILABLE THROUGH THE UL 11. PROVIDE FIRESTOP TRACKS AT RATED WALLS WHERE INSTALLATION ARE: CI CONTINUOUS INSULATION, R10 MIN 8 I-9.1 NUMBERS SPECIFIED. THE TOP RUNNER IS MANUFACTURED TO ALLOW 18.1. STEEL FRAMING = ASTM C 754 FIR FIRE RESISTIVE CONSTRUCTION PER UL 2. INCLUDES SUSPENSION SYSTEMS FOR INTERIOR PARTITIONS TO EXPAND AND CONTRACT WITH 18.2. GYPSUM PLASTER ASSEMBLIES = ASTM C841 GA 600 GYPSUM ASSOCIATION'S FIRE RESISTANCE GYPSUM BOARD CEILINGS AND SOFFITS. MOVEMENT OF STRUCTURE WHILE MAINTAINING 18.3. PORTLAND CEMENT PLASTER ASSEMBLIES = MANUAL PRODUCTS CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY ASTM C1063 GWB ALL GYPSUM BOARD IS TYPE'X' OR TYPE'C' 3. FIRE TEST RESPONSE CHARACTERISTICS SHALL INDICATED IN THICKNESS NOT LESS THAN THAT FOR 18.4. GYPSUM VENEER PLASTER ASSEMBLIES = ASTM HEAD HEAD CONDITION VARIES, SEE SECTIONS CONFORM TO THE GA-600 OR UL NUMBERS SPECIFIED. STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF C844 ICC-ES INTERNATIONAL CODE COUNCILEVALUATION SERVICES 4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. STUDS. 18.5. GYPSUM BOARD ASSEMBLIES = ASTM C840 REPORT 5. STC RATED ASSEMBLIES SHALL BE SUPPLIED IN 12. ALL STEEL UTILIZED IN FRAMING TO COMPLY WITH INFILL MATCH EXISTING WALL MATERIALS, FIRE RATING, FINISH, ACCORDANCE WITH ASTM E90 AND ASTM E413 AS ASTM C645 WITH MINIMUM SIZE AND DIMENSION. 19. WALL TYPES ARE BASED ON 5 PSF LATERAL LOAD. ETC. CONFIRMED BY INDEPENDENT TESTING AGENCIES 13. INSTALLATION, FRAMING, SIZING, CONNECTIONS, AND MLH MANUFACTURER'S LIMITING HEIGHTS GA-600 OR UL. FASTENERS SHALL MEET WITH THE MANUFACTURERS 20. WALL TYPES TO BE USED FOR NON -BEARING RW ROCKWOOL INSULATION ALL INSULATION 6. FRAMING MEMBERS SHALL COMPLY WITH AISI 220. WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL NON-STRUCTURAL STUD WALLS ONLY. SB SOUND BATT INSULATION SHALL HAVE MAX 7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH AHJ RESTRICTIONS. SFRM SPRAY -APPLIED FIRE RESISTANT MATERIAL FLAME SPREAD OF ASTM AISI 220. 14. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB TYPE X OR 21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. SSMA STEEL STUDS MANUFACTURERS OF AMERICA 25 AND MAX. SMOF 8. STUD DEPTH, WIDTH, AND SPACING SHALL COMPLY TYPE C BOTH SIDES. UL UNDERWRITERS LABORATORY I DEVELOPED OF 45 WITH THE LIMITING HEIGHTS BASED ON THE ICC-ES 15. ANY SUSPENSION SYSTEM SHALL CONFORM TO 22. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE AC86-2012 AND SHALL ALSO BE COORDINATED GA60MUL TESTED ASSEMBLY LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS THROUGH THE GC TO INCLUDE ANY INSULATION, 16. HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY AND PROVIDE MECHANICAL BRACING OF STUD PLUMBING, DUCTS, PIPES, STRUCTURAL STEEL, OR WITH ICC-ES AC193 AND AC1318 FOR EXPANSION FLANGES PER SSMA STANDARDS. EQUIPMENT TO BE CONTAINED WITHIN THE WALLS. ANCHORS AS DETERMINED BY TESTING PER ASTM E 9. WALL HEIGHTS ARE BASED ON ALLOWABLE 488WSTM E488 M POWER ACTUATED ANCHORS SHALL 23. INSTALL ALL MATERIALS IN ACCORDANCE WITH DEFLECTION OF L/240 OF THE WALL HEIGHT BASED ON CONFORM TO ALLOWABLE LOAD CAPACITIES PER ASSEMBLY CITED IN GA600 OR UL. A HORIZONTAL LOADING OF 5 LBS\SF UNLESS NOTED ICC-ES AC70, GREATER THAN OR EQUAL TO THE DESIGN OTHERWISE BY THE STRUCTURAL ENGINEER. LOAD PER ASTM E 1190 AND AS TESTED BY AN 10. PROVIDE SLIP -TYPE HEAD JOINTS WITH A CLIP SYSTEM QUALIFIED TESTING AGENCY. *SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE (3) CEILING HEIGHT PARTITION SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS - WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C645 FOR NONSTRUCTURAL STEEL FRAMING WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING A 8'-0" (VIF) 3 5/8" MIN 20 GA MIN OR MLH 24" O.C. MAX 5" SIB SIBBRACING REF. 8/1-9.1 FOR U) z O > w J w O I- ry w IL W ry F 3/4" HDF WITH 1/8" X 1/8" REVEAL, PAINT TO MATCH WALL - INSTALLED AND FINISHED PRIOR TO GLAZING INSTALLATION STANDOFF SUPPORT AT GLASS PANELS MANUR CRL RSOB21 BS 5/8" GWB EACH SIDE OF STEEL STUDS W/ 2X BLOCKING 1/2" THICK GLASS PANEL 'SIDE STEEL STANCHION. REFER TO STRUCTURAL DRAWINGS PROVIDE BLOCKING BEHIND ALUMINUM SHOE. PAINTED TO MATCH ADJACENT GWB FINISH 2-3/4" ALUMINUM SHOE SUPPORT FOR GLASS PANELS MANUF.: CRL FINISH FLOOR SLAB WALL WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL INSULATION FIRE RATING/ COMMENTS TYPE THICKNESS UL DESIGN NO. C MIN HT: 4'-0" PER PER PER 5„ _ REF. STRUCTURAL MAX HT: 5'-1" STRUCTURAL STRUCTURAL STRUCTURALDWGS n PARTIAL HEIGHT PARTITION SCALE: 3" = 1'-0" C C HR15X SERIES INTERNAL STEEL STANCHION W/ FLANGE CRL HRH15BSC 1 1/2" DIA 1/8" WALL PIPE RAIL TUBING - BRUSHED STAINLESS STEEL CR15SPCBS BASE FLANGE COVER EXISTING CONCRETE SLAB HOLES IN FLANGE DESIGNED FOR 1/4" OR #14 FASTENERS BY INSTALLER g POST MOUNTED HANDRAIL SECTION SCALE: 1/2" = 1'-0" 1 1/2"0 HANDRAIL 10-32 TYPE'IF" UNDERCUT STAINLESS STEEL THREAD CUTTING FHMS (PHILLIPS DRIVE) #21 PILOT HOLE REQUIRED IN TUBING PRIOR TO INSTALLING SCREWS CRL HR15WABS LA JOLLA SERIES WALL MOUNTED HAND RAIL BRACKET BRUSHED STAINLESS STEEL 1/2" DLT SCHEDULE DECIFIED LOOR n13 WALL MOUNTED HANDRAIL SECTION 3/4" HDF WITH 1/8" X 1/8" REVEAL, PAINT: PT-02 5/8" GWB (1) SIDE OF STEEL STUDS W/ 2X BLOCKING 1/2" THICK WOOD VENEER WALL PANEL APPLIED TO GWB SURFACE STEEL STANCHION. REFER TO STRUCTURAL DRAWINGS BASE AS SPECIFIED APPLIED TO WOOD WALL PANEL FINISH FLOOR SLAB ALL INSUL SHALL HA) FLAME SR 25 AND MI DEVELOPS SCALE: 3" = 1'-0" / BRACING AS REQ'D 4 8 CEILING AS SPECIFIED ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. STUD WIDTH TO MATCH WALL; 20 GA. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE 1/8" FOAM TAPE FINISHED FLOOR WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING D 8'-0" VIF 3-5/8" 20 GA MIN 24" O.C. 5 SIB _ _ REF.8/1-9.1 FOR MIN OR MLH MAX RESILIENT CHANNEL 2HR RATED CEILING ASSEMBLY UL DES L541 (SEE 1-11.1 FOR UL LISTING) A SIDE TWO LAYERS TYP X 5/8" GWB EACH SIDE OF WALL 2"X6" WOOD STUDS 16" O.C. SPECIFIED BASE 1/8" FOAM TAPE FIRE RATED CAULKING WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING B 8'-0" (VIF) WOOD 2"X6" 16" AX 8" FIR FIR UL# U301 SEE SHEET I FOR UL LISTING *SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE 64J 2 HR. RATED FULL HT. PARTITION & CLG. ASSEMBLY SCALE: 3" = 1'-0" / o o / /o o / / 54 MIL SIMPSON SJC10.25 W/ (2) MIN (2) #12 SCREWS 1/4" 0 HILTI KH EZ TO DECK EA END OF BRACE-] / STRUCTURE ABOVE s� STUD WIDTH TO MATCH WALL; / 33 MIL. BRACE @ 4'4" O.C. MAX. w 2-1/2" X 33 MIL. TRACK 11�o / ANCHORED TO CHANNEL O ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED = METAL CASING BEAD 0 w 54 MIL. DEFLECTION TRACK & CONT. = FOAM PAD - ATTACH TO CEILING GRID W/ (2) #10 SCREWS @ 24" O.C. PAINT REVEAL FLAT BLACK OR USE BLACK RUNNER FRAMING PER LIMITING HEIGHTS SCHEDULE. SEE PLANS FOR WALL TYPE 6 PARTIAL HEIGHT PARTITION @ STAIRS 7 EXTENDED CEILING HEIGHT PARTITION g PARTITION BRACING DETAIL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 12" MIN CRL HRH15BSC 1 1/2" DIA 1/8" WALL PIPE RAIL TUBING - BRUSHED STAINLESS STEEL 12" MIN Ilk 10 TYP. CRL FREE STANDING HANDRAIL SCALE: 1/2" = 1'-0" MOHAWK I ELEMENTAL EDGES 1/4" UNDERCUT NOSING *REFER TO FINISH PLAN FOR SPECIFICATION 11" MIN n14 STAIR DETAIL NEW STAIR STRINGERS AS REQUIRED 2X4 BLOCKING, TYP. SCHEDULED FINISH FLOORING FIRE BLOCKING REQUIRED ALONG STRINGER @ EACH STUD WALL. NEW 2X4 JOISTS AT NEW EXTENSION OF LANDING NEW PLYWOOD TREAD TO MATCH EXISTING TREAD THICKNESS PLYWOOD RISERS, TYP. APPROVED "FIRE SCHEDULED DOOR WELDED Z ��, WELDED EXTINGUISHER" (OPEN OR CLOSED) END CAP SIGNAGE - 3" HIGH FIRE EXTI GUISHER WALL RETURN 4 2 END CAP WHITE HELVETICA WALL -MOUNTED STYLE E 12" MIN LETTERING ON RED TEL. OUTLET CL Ilk BACKING OF 8"X12" 6" 6" CRL HR15BSC 1 1/2" DIA .050 WALL SIGN. PROVIDE LIGHT SWITCH SIGNAGE ON ALL THERMOSTAT RAIL TUBING - BRUSHED STAINLESS STEEL DOTTED LINE WALL RETURN FOUR SIDES OF • INDICATES LO TION STYLE E COLUMN ENCLOSURE _ OF LARGER PLA WHEN FIRE HANDLE r FOR GANGED EXTINGUISHER Li HARDWARE SET SWITCHES 12" MIN OCCURS AT COLUMN LL AS SCHEDULED C] M LL BUILDING STANDARD LL 00 LL 2-3/4" LL Q ELEC. OUTLET _ VERIFY W/ iv Cl) FIRE EXTINGUISHER Q _ o HARDWARE } M ��CABINET 00 LO TEL. OUTLET M SCHEDULE W v � iY �G O LU WHEN LOCATED AT G > \ COLUMNS, CABINET O CRL HR15WABS LA JOLLA SERIES AND SIGNAGE TO 00 WALL MOUNTED HAND RAIL BRACKET BE CENTERED ON CL COLUMN ENCLOSURE. BRUSHED STAINLESS STEEL TYPICAL, U.N.O. NOTE: INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS NOTE: HEIGHTS ARE AS NOTED ILLTNOSING AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON UNLESS DIRECTED BY B/S TO BE LINE PLAN UNLESS SPECIFICALLY DIMENSIONED. DIFFERENT 11 TYP. CRL WALL -MOUNTED HAND RAIL 12 TYPICAL MOUNTING HEIGHTS SCALE: 1/2" = 1'-0" SCALE: 3" = 1'-0" GUARD- ADHERED OVER WALL PROTECTION n CORNER GUARD DETAIL TILE CARPET CARPET SCHLUTER SYSTEM TRANSITION 0- RUBBER STAIR NOSING ED WALL PROTECTION SEE FINISH SCHEDULE FOR SPECIFICATION U SEE FINISH SCHEDULE FOR SPECIFICATION EXIST NEW CARPET CARPET LOW -PROFILE RUBBER TRANSITION SEE FINISH SCHEDULE FOR SPECIFICATION I Imo, __1 _1 MOLDING ABOVE WALL PROTECTION ALL LEVEL CHANGES TO COMPLY WITH ICC A-117.1-2009, SECTION 303: <_1/4; 1/2" MAX BEVELED WITH A SLOPE NO STEEPER THAN 1:2. ALL MOLDINGS TO BE SCHLUTER SYSTEMS TRANSITIONS, LINO (OR AN APPROVED EQUAL, CONFIRMED BY DESIGNER). FINISH TO BE ANODIZED ALUMINUM, U.N.O. (16FLOORING TRANSITION DETAILS verdant" r1100MI>INS HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DID Set A 04.07.23 Permit Corrections JURISDICTION STAMP CONSTRUCTION DETAILS 1.9.1 RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 3" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 6" = 1'-0" SCALE: 6" = 1'-0" © 2018, JPC ARCHITECTS, LLC x U Z c� 3 o� 00 of Q o w � Z X K W H (n Q a_ � � 0 U p N � M � o U N 0_ N � 0 �� m 3 m o a a M ma w� a � .. COMPRESSION STRUTS AND LATERAL BRA TO BE LOCATED 6' MAX E.W. FROM W AND DISCONTINU CEILING SURFACE CENTER SMALL PENETRATIONS W THE CEILING GRI EVENLY SPACE MULTIPLE PENETRATIONS WITHIN A SINGLE MODULE "HEAVY—DUTY" CEIL SUPPORT SYSTEM SIMILAR TO ARMSTRONG SEIS RX FOR SEISMIC D CATEGORY'D, E, 0 PER IBC 1613.1 OFF MODULE MAIN ATTACHED WALL ��� �i ���� �%�� ���� Q����������� ��ri�ll•rl ....■�� � a � ,.;. ������� '��a.��� a "�rl BEAMS TO USE STAC CLIP SEISMIC PERIMETER CLOSURE AT SEISMIC CATEGORY C, D,E, F 7/8 UNATTACHED WF SEISMIC JOINTS WHERE CAN USE BERK C REQUIRED TO LIMIT CEILING POP RIVET NOTE AREAS TO 2500 SF 'g/P' ON 1/ I-9.2 F( COMPRESSION STRUTS AND CATEGORY D,E,F LATERAL BRACING WHERE CEILING AREA> 144 SF HANGER WIRE Al 12 GA VERTICAL HANGER PERIMETER MAIN WIRES TO CEILING GRID AND PERIMETER MAIN BEAMS AT 4'-0" O.C. CROSS TEE EACH WAY WITH 3 TIGHT WRAPS � CEILING GRID FIXTURE UNATTACHED WALL 4 BRACING AT ELECTRICAL I-9.2 AND MECHANICAL FIXTURES 7/8 ATTACHED WALLS... _... ___... _, E &FUSE BERC2 BY ARMSTRONG OR EQ. CEILING NOTED AS'B' ON 1/ I-9.2, CATEGORY C ALWAYS USES BERC2 STABILIZER 3AR OR OTHER SUITABLE SYSTEM TO KEEP PERIMETER :,OMPONENTS FROM SPREADING APART TYPICAL WALL MOULDING 'ER SCHEDULE. TYPICAL HEAVY DUTY SUSPENDED CEILING ARID SYSTEM PER SCHEDULE 1 CEILING -APC -DIAGRAM 2 CEILING -APC -PERIMETER SUPPORT SCALE: 3"=1'-0" SCALE: 1 1 /2"=1'-0" NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT —ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'-0" O.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT —ANNEALED MILD STEEL WIRE ENCASED IN 2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY. 3 TURNS MIN. WITHIN 3" TYP. NOTE #1 MAIN RUNNER, HEAVY DUTY CROSS 'T" VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE COMPRESSION STRUT (NOTE #2) NOTE #1 � 45° MAX. TYP. RUNNER ENDS AT OPPOSITE WALLS 2" MAX. TYP. TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID &WALL 5 CEILING -APC -BRACING DIAGRAM SCALE: 3"=1'-0" SCHEDULED CEILING TILE WALL MOUNTED WALL GRAZE LIGHT FIXTURE ALIGN WITH DEPTH EATM E NT. SCHEDULED WOOD WALL TREATMENT WALL FURRING DETAIL AT FIXTURE F-7B SCALE: 6" = 1'-0" (E) CONCRETE — OVER METAL DECK CEILING Cl ANCHORAc ASCE 7-10 ASTM E58C (3) TURNS WITHIN 1-1/2" OF END OF WIRE SEISMIC BRACE WIRE CEILING CLIF ANCHORAGE ASCE 7-10 AI ASTM E580 COMPRESSION STRUT PER 5/I-9.2 G (E) CONCRETE OVER METAL DECK (2) #8 SCREWS CEILING -APC -SEISMIC WIRE/COMP STRUT SCALE: 3" = 1'-0" FIXTURE PROTECTION -ACOUSTICAL MATERIAL* (REFER TO SHEET I-11.3 AND I-11.4 FOR UL LISTING) FIVE -SIDED ENCLOSURE CONSTRUCTED FROM THE SAME MATERIALS AS THE SPECIFIED FIRE RATED ACOUSTIC TILE. TOP PANEL WHOSE WIDTH AND LENGTH ARE EQUAL TO THE WIDTH AND LENGTH OF THE FIXTURE, IS CENTERED OVER THE SPACED 1-1/2 IN. FROM THE TOP OF THE FIXTURE HOUSING BY SCRAP PIECES OF STEEL FRAMING MEMBER TEES. A RECTANGULAR PIECE OF ACOUSTICAL MATERIAL OF A LENGTH AND WIDTH EQUAL TO THE LENGTH AND HEIGHT OF THE FIXTURE, RESPECTIVELY, IS PLACED AT EACH SIDE OF THE FIXTURE. ENDS OF FIXTURE PROTECTED BY RECTANGULAR PIECES COVERING THE HEIGHT FROM THE TOP PANEL WITH 6D OR 8D, C C NAILS SPACED APPROX. 6 IN. O.C. WHERE FIXTURES ARE BUTTED END TO END, THE END PIECES, AT THE BUTTING ENDS ARE OMITTED AND THE GAP BETWEEN THE ADJACENT TOP PANELS IS COVERED BY ONE OF THE END PIECES. NOTE: 1. FIXTURES SHALL BE UL LISTED. 2. FIXTURES SHALL BE SPACED SUCH / THAT TOTAL FIXTURES AREA DOES NOT EXCEED 24 SF PER 100 SF OF / CEILING AREA. 3. ALL SEAMS AND PENETRATIONS SHALL BE FIRE CAULKED 10 TYP. LIGHT FIXTURE TENTING DETAIL SCALE: 1-1/2" = 1'-0" ACOUSTICAL ;E GUARD �2 PROVIDE CEILING SEISMIC JOINT CLIP IN MAIN BEAMS SIMILAR TO ARMSTRONG SJMR AS NECESSARY DIVIDING CEILING INTO AREAS NO GREATER THAN 2,500 S.F. 3 CEILING -APC -EXPANSION JOINT (>2500 SF SCALE: 3" = 1'-0" O TEM PENETRATING CEILING SHALL BE >UPPORTED AND SEISMICALLY BRACED NDEPENDENT OF CEILING ;FILING PANEL AS SCHEDULED :SCUTCHEON ATTACHED TO ITEM CEILING -APC -PENETRATION DETAIL SCALE: N0.9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT N0.9 GA. LATERAL SUPPORT WIRE AT — CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR c� � 60° MAX. TYP. MAIN STRUCTURAL RUNNER 4'-0" O.C. CEILING -APC -LIGHT FIXTURE BRACING SCALE: N.T.S. N H U w H 2 � U U a -z � �� v� rc� a nfM r�rrlril��W� HEALTH COMMISSION SERVING SOUTH SNO HOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design �� 12.23.22 Permit / DD Set /1\ 04.07.23 Permit Corrections JURISDICTION STAMP CEILING DETAILS —9.2 RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E o C s d m Q O © 2018, JPC ARCHITECTS, LLC HDF PANEL = 3'-0" X 7'-0"X 1-3/4" SC, FLUSH 7'-0" X 7'-0"X 1-3/4" SC, FLUSH 3'-0" X 7'-0"X 1-3/4" SC, FLUSH FINISH: PT-XX �� z PANEL PAINT GRADE WOOD PANEL PAINT GRADE DUAL 10 PANEL PAINT GRADE WOOD 3'-0" X 7'-0"X 1-3/4" SC, FLUSH DOOR, U.N.O. SWINGING WOOD DOOR, U.N.O. 1_9 3 DOOR I s 3 PANEL PAINT GRADE WOOD .. DOOR DOOR FINISH: PT-01 DOOR FINISH: PT-01 0 �.'.'.'.'.•.•.•.•.•.•.•.•.'.'.'.'.'.'.'.'.•.•.•.•.•.•.•.•.'.'.'.'.'.'.'.�.�:�:�:�:�:�:�.. 1'-0" DOOR FINISH: PT-02 FRAME FINISH: PT-01 FRAME FINISH: PT-01 - �........ EXISTING FRAME FINISH: PT-02 = ±10" DOOR FINISH: PT-02 �� — — — VIF EXISTING FRAME FINISH: PT-02 --- CO J� _ _ _ . EXISTING DOOR FRAME, U.N.O. _� — � 8 8 8 � 8" HDF PANEL —� EXISTING DOOR FRAME, U.N.O. SIM. I �:�:�:�:�:�:�:� FINISH: PT-03 — — SIM. EXISTING DOOR FRAME/GLAZING (REFER TO DOOR SCHEDULE FOR � � 10 = _ 1 FRAME FINISH: PT-02 = ADDITIONAL INFORMATION) I-9.3 _ _ _ I-9.3 � � � -- — CLEAR FIRE -RATED TEMPERED �V \ \ / CLEAR FIRE -RATED TEMPERED = SAFETY GLASS: TGP FIREGLASS 20 �� SAFETY GLASS: TGP FIREGLASS 20 — — OR APPROVED EQUAL \ / OR APPROVED EQUAL = _ — — PULL SIDE PUSH SIDE — — — _ SCHEDULED WALL GRAPHIC � W o — — — o � .. WC-02 z SCHEDULED WALL BASE SCHEDULED WALL BASE � � � � � SCHEDULED WALL BASE SCHEDULED WALL BASE WB-01 WB-01 � � � � � WB-01 WB-01 WB-02 KICKPLATE WHERE EXISTING FRAME/GLAZING SCHEDULED WALL BASE � G( NOTED FRAME FINISH: PT-02 EXIST. ADA DOOR OPENER �� � 1 DOOR TYPE A 2 DOOR TYPE B 3 DOOR TYPE C -SUITE 110 4 DOOR TYPE D -SUITE 150 � SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" EXISTING DOOR FRAME, U.N.O. EXISTING DOOR FRAME, U.N.O. EXISTING DOOR FRAME, U.N.O. EXISTING DOOR FRAME, U.N.O. 10 HDF PANEL 10 HDF PANEL 10 HDF PANEL 10 HDF PANEL � � � FINISH: PT-03 3'-0" X 7'-0"X 1-3/4" SC, FLUSH FINISH: PT-03 3'-0" X 7'-0"X 1-3/4" SC, FLUSH FINISH: PT-03 3'-0" X 7'-0"X 1-3/4" SC, FLUSH FINISH: PT-03 4'-0" X 7'-0"X 1-3/4" SC, FLUSH I-9.3 PANEL PAINT GRADE WOOD 19'3 PANEL PAINT GRADE WOOD 19'3 PANEL PAINT GRADE WOOD 19'3 PANEL PAINT GRADE WOOD DOOR DOOR DOOR DOOR HEALTH COMMIS 5 I O N — � ,,, _ ,,,,,_ _ � _ — � SERVING SOUTH SNOHOMISH COUNTY tl > ... .................�.�.�.�.�.� �.�.�. �. �.� ..t' tl � tl � � - tl — — — •�.....:.... ......... � r ... . •..� ,... .. DOOR FINISH. PT 02 DOOR FINISH: PT-02 • • • • • �'�����:::•:.:'.•�:�:�:�:-�° .•.:.:�. ��:�:-:::�:�;�; ::�:�� �•:••:<•:�'-�.:.�,: DOOR FINISH: PT 02 =� ��°:'�= �'�':�''����:� •;�':��`'�'��:'��..'.��-<'�•�;� DOOR FINISH: PT 02 I�. _ — :. .... ...... ................:...... .... .�...:�:.:��:�:�-�. �...:::�:.:_:...;..:�:. ,;::,:.:::.;�,;.:::::���:, - _ ..�:�:�. ��.:�:..:. .:.:..:.:.:::�.:.:�.::�:: _ � Kru er Bld Interior Remodel ao ,,, ••• ,..,;�..;,._. . :..::........ ..�... EXISTING FRAME FINISH. PT 02 � � EXISTING FRAME FINISH. PT 02 0 . • • •. .,:.,�'',...; ,:. ..:>... , ...:.. ,: .:: , EXISTING FRAME FINISH. PT 02 0 ..,.,, — — EXISTING FRAME FINISH. PT-02 g g .. ...... �. .... ..a ........., .... ..... - - - • ..... ...... ..._......:........ ..... � � :.r . ... .., •....., .... ...... ... :. .. .. ...4 .. .. ;:a ,�T _ 11 11 .. ...: ,. ...� .�` ..... — .... a.. _ — ...n....r. .... v..... v J 8 8 ...... J I, ..... J .. ..:. ...- oors ,. ... a . „........_........ 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L: ... . .. ...... ....�. � ..:.�... v'... .�y. ��.. :! . _ — — t ' y.'.'' i — EXI TIN FRAME LAZIN EXI TIN FRAME LAZIN EXI TIN FRAME LAZIN EXI TIN FRAME LAZIN S G /G G S G /G G / S G /G G S G /G G ..... — — — .., - ..�r•. ' �� "� �' ��'�'� � � � � �� FRAME FINISH: PT-01 � ���� FRAME FINISH: PT-01 ��'�' _ _ _ _ _ _—_— FRAME FINISH: PT-02 —_ _ _ _ _ _ _ _ _ _—_—_ FRAME FINISH: PT-02 CLEAR FIRE -RATED TEMPERED CLEAR FIRE -RATED TEMPERED / CLEAR FIRE -RATED TEMPERED -- _—_ - _ _ _ _ _ _ _ _ _ _ _— DESIGN JPC SAFETY GLASS: TGP — SCHEDULED WALL GRAPHIC — SCHEDULED WALL GRAPHIC ^�±•"�,;���, \ SAFETY GLASS: TGP FIREGLASS 20 SAFETY GLASS: TGP FIREGLASS20 FIREGLASS 20 OR APPROVED � OR APPROVED EQUAL .•.�: �R-AP�_R6_VED_EQIfAL—_— WC-03 _ _ _ _ _ _ _ _ _ _ _— WC-03 DRAWN RB/CB o EQUAL SCHEDULED WALL BASE o \ SCHEDULED WALL BASE o SCHEDULED WALL BASE o �' SCHEDULED WALL BASE CHECKED CB WB-01 WB-01 WB-01 NO. 22-0302 CLEAR FIRE -RATED TEMPERED WB-01 SAFETY GLASS: TGP FIREGLASS 20 OR APPROVED EQUAL 5 DOOR TYPE F -SUITE 120 6 DOOR TYPE G -SUITE 205 7 DOOR TYPE H -SUITE 210A g DOOR TYPE I -SUITE 220 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" EXISTING DOOR FRAME, U.N.O. HDF PANEL EXISTING DOOR FRAME, U.N.O. FINISH: PT-03 6'-0" X 7'-0"X 1-3/4" SC, FLUSH 3'-6" X 7'-0"X 1-3/4" SC, FLUSH HDF PANEL 3'-0" X 7'-0"X 1-3/4" SC, FLUSH PANEL PAINT GRADE WOOD 10 3'-0" X 7'-0"X 1-3/4" SC, FLUSH PANEL PAINT GRADE WOOD 10 FINISH: PT-03 PANEL PAINT GRADE WOOD DOOR, U.N.O. I-9.3 — PANEL PAINT GRADE WOOD DOOR 19.3 DOOR — — DOOR .......... FINISH: PT-01 Sit .: �.:.:.:..:.:.� .:.:.:.:.:... � LL � LL ..............�,.>.... DOOR FINISH: PT-01 +, >:�•.•.•.•.•.•.•.•.•.•.::.......... .. DOOR FINISH: PT-02 EXISTING FRAME FINISH: PT-01 "" ' DOOR FINISH: PT-02 ' . . EXISTING FRAME FINISH: PT-01 � � � � � � � � 911 � EXISTING FRAME FINISH: PT-02 z EXISTING FRAME FINISH: PT-02 � o � _ Q / SIGNAGE N.LC. z _ ...... ..... \ J � � � � EXISTING DOOR FRAME, U.N.O. 6389 REGISTERED 811 811 81, 811 Q $II $„ :::::: � � ARCHITECT SI � � SCHEDULED WOOD WALL CLADDING SIM. EXISTING FRAME/GLAZING 10 � / / 10 FRAME FINISH: PT-01 / \ I-9.3 � WC-03 � � 1-9.3 MARK A. PETER50N SCHEDULED WALL GRAPHIC EXISTING FRAME/GLAZING STATE OF WASHINGTON / FRAME FINISH: PT-01 � � � CLEAR FIRE -RATED TEMPERED CLEAR FIRE -RATED TEMPERED \ / CLEAR FIRE -RATED TEMPERED SAFETY GLASS: TGP FIREGLASS 20 SAFETY GLASS: TGP FIREGLASS 20 SAFETY GLASS: TGP FIREGLASS 20 OR APPROVED EQUAL OR APPROVED EQUAL _ OR APPROVED EQUAL - � 11.21.22 Schematic Design o � o - SCHEDULED WALL BASE SCHEDULED WALL BASE II SCHEDULED WALL BASE SCHEDULED WALL BASE 12.23.22 Permit / DD Set SCHEDULED WALL BASE WB-01 WB-01 WB-01 WB-01 1� 04.07.23 Permit Corrections WB-02 g DOOR TYPE J -SUITE 230 10 DOOR TYPE K -SUITE 240 11 DOOR TYPE L -SUITE 260 12 DOOR TYPE M -SUITE 200 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" EXISTING DOOR FRAME, U.N.O. NEW FIRE RATED EXISTING DOOR FRAME, U.N.O. EXISTING DOOR FRAME, U.N.O. EXISTING DOOR FRAME, U.N.O. 13 WOOD FRAME HDF PANEL I-10.2 FINISH: PT-01 10 FINISH: PT-03 10 HDF PANEL HDF PANEL 10 10 HDF PANEL SIM. I-9.3 I-9.3 FINISH: PT-03 FINISH: PT-03 I-9.3 I-9.3 FINISH: PT-03 LL 3'-0" X 7'-0"X 1-3/4" SC, FLUSH = LL �.•.•.• .•.•.•.•.•.•... 3'-0" X 7'-0"X 1-3/4" SC, FLUSH � LL 3'-0" X 7'-0"X 1-3/4" SC, FLUSH = LL 3'-0" X 7'-0"X 1-3/4" SC, FLUSH 13 � > PANEL PAINT GRADE WOOD 6' > PANEL PAINT GRADE WOOD rn > PANEL PAINT GRADE WOOD rn > PANEL PAINT GRADE WOOD ......�..... ao 0 9 9" - DOOR 9„ DOOR DOOR � DOOR \ _ _ � I-10.2 � 15 9 o z z � DOOR FINISH: PT-02 DOOR FINISH: PT-02 u' � � DOOR FINISH: PT-02 � DOOR FINISH: PT-02 o � = w w I-10.2 ::::::::::: 8„ \ 8„ ¢ EXISTING FRAME FINISH: PT-02 a 8„ 8„ :::::::::: EXISTING FRAME FINISH: PT-02 8„ 8„ a EXISTING FRAME FINISH: PT-02 8„ 8„ :�:•:�:�: EXISTING FRAME FINISH: PT-02 U Z X � � o � SI SIM. SI SIM. w Q 10 10 10 10 � � � I-9.3 I-9.3 � � � I-9.3 � I-9.3 . • • u' CLEAR FIRE -RATED TEMPERED � o � / SAFETY GLASS: TGP FIREGLASS � EXISTING FRAME/GLAZING \ � ' � / .. D 0 0 R E L EVAT I 0 N S o � � 20 OR APPROVED EQUAL � FRAME FINISH: PT-01 a EQ EQ CLEAR FIRE -RATED TEMPERED CLEAR FIRE -RATED TEMPERED CLEAR FIRE -RATED TEMPERED o - = w w EXISTING FRAME/GLAZING SAFETY GLASS: TGP FIREGLASS 20 SAFETY GLASS: TGP FIREGLASS 20 J � � � � � 14 \ SAFETY GLASS: TGP FIREGLASS 20 � OR APPROVED EQUAL � OR APPROVED EQUAL .. � + Q Q � FRAME FINISH: PT-01 o a � � OR APPROVED EQUAL Q I-10.2 0 0 0 0 SCHEDULED WALL BASE � � SCHEDULED WALL BASE SCHEDULED WALL BASE �� SCHEDULED WALL BASE WB-01 WB-01 WB-01 WB-01 a 3'-8" 2'-0" RES U B a � Apr 10 2023 m v I ■ DEVELOPMENT SERVICES CITY OF EDMONDS U 13 DOOR TYPE N -SUITE 270 14 DOOR TYPE P -SUITE 280 15 DOOR TYPE Q -SUITE 290A 16 DOOR TYPE R -SUITE 290B DEPARTMENT o ~ r � .- ._ o SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" ALE: 3 8"=1'-0" ALE: 3 8"=1'-0" © 2018, JPC ARCHITECTS, LLC U Z � 3 o a O w � � X � U N � o� o U N o_ N N N � a H `� o a a m w a .. E o C L m Q 0 LEVEL 1 -DOOR SCHEDULE: N0. TYPE FRAME HDWE RATING REMARKS 102 B EXIST HS-03 20 MIN 103 A EXIST HS-01 60 MIN 104 A EXIST HS-13 20 MIN PROVIDE A KICKPLATE PER NOTE #14 105 A HM HS-04 1-1/2 HR REFER TO NEW DOOR FRAME DETAILS ON 1-10.2 110 C EXIST HS-05 20 MIN PROVIDE A KICKPLATE PER NOTE #14 120 F EXIST HS-05 20 MIN PROVIDE WF-01 AT DOOR & SIDELIGHT GLAZING. PROVIDE A KICKPLATE PER NOTE #14 140A A EXIST HS-06W 90 MIN 4'-0"WIDE DOOR (VIF). EXISTING CARD READER TO BE SALVAGED AND REINSTALLED 140B A EXIST HS-05A 20 MIN 140C A EXIST HS-06 20 MIN EXISTING CARD READER TO BE SALVAGED AND REINSTALLED 150A D EXIST HS-07 20 MIN EXIST. AUTO OPENER HDW. TO BE SALVAGED AND REINSTALLED 150B A EXIST HS-06 20 MIN EXISTING CARD READER TO BE SALVAGED AND REINSTALLED. PROVIDE A KICKPLATE PER NOTE #14 150C A EXIST HS-06W 20 MIN 4'-0"WIDE DOOR (VIF). EXISTING CARD READER TO BE SALVAGED AND REINSTALLED.PROVIDE AKICKPLATE PER NOTE #14 150D A EXIST HS-06A 20 MIN EXISTING CARD READER TO BE SALVAGED AND REINSTALLED *ALL EXISTING INTERIOR DOOR HARDWARE WILL BE REPLACED LIKE -FOR -LIKE W/ SATIN CHROME FINISH. MAINTAIN OR PROVIDE NEW/REVISED LISTING LABELS AT ALL MODIFIED DOORS. RUNNER TRACK WELDED TO NESTED STUDS, WHERE OCCURS PER TYPICAL DOOR HEADER DETAIL ACOUSTICAL SEALANT, ENTIRE PERIMETER, EA SIDE. FIRE RATED SEALANT AT FIRE RATED DOORS AND FRAMES MTL STUD (SAME WIDTH AND GA AS WALL FRAMING) DOOR PER SCHEDULE n HM DOOR HEADER SCALE: 6" = 1'-0" SHIM AS REQUIRED REMOVEABLESQUARE STOP, TYP, ON ROOM SIDE 1/4"TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER 3/8 .. u�: PER ELEV 3/4" #10 SMS AT 8" OC, TYP RUNNER TRACK, SAME GA AS STUDS, TYP LEVEL 2 -DOOR SCHEDULE: N0. TYPE FRAME HDWE RATING REMARKS 200A A EXIST HS-05 20 MIN PROVIDE A KICKPLATE PER NOTE #14 2006 M EXIST HS-11 20 MIN SALVAGE EXIST. MAG HOLD OPEN HDW. AND REINSTALL 202 A EXIST HS-13 20 MIN PROVIDE KICKPLATE PER NOTE #14 203 A EXIST HS-02 20 MIN PROVIDE KICKPLATE PER NOTE #14 204 A EXIST HS-04A 20 MIN PROVIDE KICKPLATE PER NOTE #14 205 B (SIM) HM HS-09W NR 8'-0"WIDE DOUBLE DOOR 205A G EXIST HS-08 20 MIN PROVIDE A KICKPLATE PER NOTE #14 205B A EXIST HS-08A 20 MIN PROVIDE A KICKPLATE PER NOTE #14 206 A EXIST HS-04A 20 MIN PROVIDE A KICKPLATE PER NOTE #14 207 B (SIM) EXIST HS-10W 20 MIN 6'-0"WIDE DOOR. PROVIDE A KICKPLATE PER NOTE #14 208 A EXIST HS-13 20 MIN PROVIDE A KICKPLATE PER NOTE #14 209 A EXIST HS-02 20 MIN PROVIDE A KICKPLATE PER NOTE #14 210A H EXIST HS-08 20 MIN PROVIDE WF-01 AT DOOR/SIDELIGHT GLAZING AS SHOWN IN ELEVATION. PROVIDE A KICKPLATE PER NOTE #14 215 A EXIST HS-13 20 MIN PROVIDE A KICKPLATE PER NOTE #14 216 A EXIST HS-04A 20 MIN PROVIDE A KICKPLATE PER NOTE #14 217 A EXIST HS-01A 60 MIN PROVIDE A KICKPLATE PER NOTE #14 220 I EXIST HS-08W 20 MIN 42"WIDE DOOR (VIF) PROVIDE WF-01 AT DOOR/SIDELIGHT GLAZING. PROVIDE A KICKPLATE PER NOTE #14 230A J EXIST HS-08 20 MIN 230B A EXIST HS-08 20 MIN PAINT DOOR/FRAME PT-02. PROVIDE A KICKPLATE PER NOTE #14 240A K EXIST HS-07W 20 MIN 4'-0"WIDE DOOR (VIF). EXIST. AUTO OPENER HDW. TO BE SALVAGED AND REINSTALLED 240B A EXIST HS-08B 20 MIN 260A L EXIST HS-08 20 MIN PROVIDE A KICKPLATE PER NOTE #14 260B A EXIST HS-08 20 MIN PROVIDE A KICKPLATE PER NOTE #14 260C A EXIST HS-08 20 MIN PROVIDE A KICKPLATE PER NOTE #14 260D A EXIST HS-08W 20 MIN 4'-0"WIDE DOOR (VIF). PROVIDE A KICKPLATE PER NOTE #14 270A N EXIST HS-05 20 MIN PROVIDE A KICKPLATE PER NOTE #14 270B B (SIM) EXIST HS-12 20 MIN 5'-8"WIDE DOOR (VIF) -ACTIVE LEAF IS 3'-0" WIDE. PROVIDE KICKPLATE PER KEYNOTE #14 280 P EXIST HS-05B 20 MIN PROVIDE A KICKPLATE PER NOTE #14 290A Q EXIST HS-05 20 MIN PROVIDE A KICKPLATE PER NOTE #14 2906 R EXIST HS-05B 20 MIN PROVIDE A KICKPLATE PER NOTE #14 290C A EXIST HS-08A 20 MIN PROVIDE A KICKPLATE PER NOTE #14 FRAME ANCHOR CLIPS, (4) PER JAMB PERIMETER GASKET PER SCHEDULE SHIM AS REQUIRED FIRE RATED HOLLOW METAL FRAME, PAINTED FINISH. FIRE RATED HOLLOW METAL FRAME, PAINTED FINISH. - ACOUSTICAL SEALANT, EA SIDE. FIRE RATED SEALANT AT FIRE RATED DOORS AND FRAMES SPECIFIED PARTITION �,�����, � �:o��: �; �?; ;c:,�2:,ca2�lJ 'J PER ELEV ` CV 6" UNO n HM-DOORJAMB DOUBLE STUDS AT EACH SIDE OF JAMBS SCALE: 6" = 1'-0" SQUARE STOP, TYP SHIM AS REQUIRED ACOUSTICAL SEALANT, ENTIRE PERIMETER, EA SIDE. FIRE RATED SEALANT AT FIRE RATED FRAMES 13 GLAZING JAMB (HEAD SIMILAR) 14 GLAZING SILL SCALE: 6" = 1'-0" SCALE: 6" = 1'-0" FIRE -RATED HOLLOW METAL FRAME, PAINTED FINISH. ACOUSTICAL SEALANT, EA SIDE. FIRE RATED SEALANT AT FIRE RATED DOORS AND FRAMES DOUBLE STUDS AT EACH SIDE OF JAMBS SPECIFIED PARTITION HARDWARE SETS: HS-01 SINGLE, RATED DOOR WITH FIRE EXIT HARDWARE QTY 2 -HINGE: IVES 5BB1 4.5 X 4.5 FINISH 652 Q TY 1 -ELECTRIC HINGE: IVES 56B1 4.5 X 4.5 TW8 /FINISH 652 QTY 1 -ELEC FIRE EXIT HDW: VON 98-L-F-M966-17-FS /FINISH 626 QTY 1 -RIM CYLINDER: SCH 2O-057 ICX /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4111 EDA /FINISH 689 QTY 1 -WALL STOP: IVE: WS401/402CVX /FINISH 626 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 1 -DOOR SWEEP: ZER: 8192AA / FINISH AA QTY 1 - THRESHOLD5: ZER: 545A /FINISH A QTY 1 -POWER SUPPLY -WORK OF DIVISION 28 NOTE: DOOR NORMALLY CLOSED AND LOCKED, ACCESS BY KEY OVERRIDE. DOOR WILL UNLOCK ON LOSS OF POWER OR FIRE ALARM. FREE EGRESS AT ALL TIMES. HS-04 SINGLE RATED DOOR WITH STOREROOM LOCKSET QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 NRP /FINISH 652 Q TY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4111 EDA I FINISH 689 QTY 1 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK HS-05B SINGLE, RATED DOOR WITH CLASSROOM LOCKSET QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 QTY 1 -CLASSROOM LOCK: SCH L9070T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011 /FINISH 689 QTY 1 -WALL STOP: WS401I402CVX /FINISH 626 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK HS-07 SINGLE, RATED DOOR WITH STOREROOM LOCKSET &EXIST AUTO DOOR OPENER QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 QTY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 NOTE: BALANCE OF HARDWARE EXISTING HS-01 A SINGLE, RATED DOOR WITH FIRE EXIT HARDWARE QTY 3 -HINGE: IVES 5BB1 4.5 X 4.5 FINISH 652 Q TY 1 -ELECTRIC HINGE: IVES 5BB1 4.5 X 4.5 TW8 /FINISH 652 QTY 1 -ELEC FIRE EXIT HDW: VON 98-L-F-M966-17-FS /FINISH 626 QTY 1 -RIM CYLINDER: SCH 2O-057 ICX /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011 /FINISH 689 QTY 1 -WALL STOP: IVE: WS401/402CVX /FINISH 626 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 1 -DOOR SWEEP: ZER: 8192AA / FINISH AA QTY 1 - THRESHOLD5: ZER: 545A /FINISH A QTY 1 -POWER SUPPLY -WORK OF DIVISION 28 NOTE: DOOR NORMALLY CLOSED AND LOCKED, ACCESS BY KEY OVERRIDE. DOOR WILL UNLOCK ON LOSS OF POWER OR FIRE ALARM. FREE EGRESS AT ALL TIMES. HS-04A SINGLE RATED DOOR WITH STOREROOM LOCKSET QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 Q TY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011 /FINISH 689 QTY 1 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK HS-06 SINGLE, RATED DOOR WITH CARDREADER QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 QTY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 - OH STOP: GLY 100S /FINISH 689 QTY 1 -SURFACE CLOSER: LCN 4011 ST-1544 /FINISH 689 QTY 1 -ELECTRIC STRIKE: REUSE EXISTING QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK NOTE: DOOR NORMALLY CLOSED AND LOCKED .VALID CREDENTIAL WILL MOMENTARILY RELEASE ELECTRIC STRIKE DOOR WILL REMAIN LOCKED UPON LOSS OF POWER. FREE EGRESS AT ALL TIMES. *REUSE EXISTING CARD READER HS-07W SINGLE, RATED DOOR WITH STOREROOM LOCKSET &EXIST AUTO DOOR OPENER QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 NRP /FINISH 652 QTY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 NOTE: BALANCE OF HARDWARE EXISTING HS-08B HS-08W SINGLE, RATED DOOR WITH ELECTRIC CLASSROOM LOCKSET SINGLE, RATED DOOR WITH ELECTRIC CLASSROOM LOCKSET QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 NRP /FINISH 652 QTY 3 -HINGE: IVE 5BB1 HW 5 X 4.5 /FINISH 652 QTY 1 -ELEC CLASSROOM LOCK: SCE AD-200-MS-70-KP-SPA-J 4AA QTY 1 -ELEC CLASSROOM LOCK: SCE AD-200-MS-70-KP-SPA-J 4AA BATTERY /FINISH 626 BATTERY /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011 EDA /FINISH 689 QTY 1 - OH STOP: GLY 100S QTY 1 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011 ST /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK INTERSECTING WALL AT HINGE SIDE OF FRAME (WHERE OCCURS) 1/4" TEMPERED FIRE RATED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER FIRE -RATED HOLLOW METAL FRAME , PAINTED FINISH WALL TYPE PER PLANS WALL SILL DETAIL PER WALL TYPE SPECIFIED BASE SPECIFIED FINISH FLOORING HS-11 PAIRED, RATED DOOR WITH ELECTRIC CLASSROOM LOCKSET QTY 6 -HINGE: IVE 5BB1 4.5 X 4.5 NRP FINISH / 652 QTY 1 -AUTO FLUSH BOLT: IVE FB31P /FINISH 630 QTY 1 -DUST PROOF STRIKE: IVE DP2 /FINISH 626 QTY 1 -ELEC CLASSROOM LOCK: SCE AD-200-MS-70-KP-SPA-J 4A BATTERY /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -COORDINATOR: IVE COR X FL /FINISH 628 QTY 2 -MOUNTING BRACKET: IVE MB /FINISH 689 QTY 2 -SURFACE CLOSER: LCN 4111 EDA ST-1384 /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK NOTE: REUSE EXISTING MAG HOLDER STANDALONE BATTERY OPERATED ELECTRONIC LOCKSET NORMALLY CLOSED AND LOCKED, VALID CREDENTIAL WILL MOMENTARILY UNLOCK. DOOR CAN BE HOLD OPEN ELECTRONICALLY, TO RELEASE ON FIRE ALARM OR LOSS OF POWER. FREE EGRESS AT ALL TIMES. FIRE RATED HOLLOW METAL FRAME, PAINTED FINISH SQUARE STOP, TYP, ROOM SIDE 1/4" TEMPERED FIRE -RATED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER SILL BELOW n DOUBLE GLAZING MULLION SCALE: 6" = 1'-0" HS-02 HS-03 SINGLE, RATED DOOR WITH PRIVACY INDICATOR PAIRED, RATED DOOR WITH FIRE EXIT HARDWARE QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5652 QTY 6 -HINGE: IVE 5BB1 HW 5 X 4.5 /FINISH 652 Q TY 1 -ELECTRIC PRIVACY LOCK: SCE AD-200-MS-40-KP-SPA-J 4AA Q TY 1 -FIRE EXIT HARDWARE: VON 9850WDC-EO-F-LBL-SNB / BATTERY /FINISH 626 FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -FIRE EXIT HARDWARE: VON E9850WDC-EO-F-LBS-LBLAFL- QTY 1 -SURFACE CLOSER: LCN 4011 /FINISH 689 SNB /FINISH 626 QTY 1 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 2 -SURFACE CLOSER: LCN 4011 /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 2 -FIRE/LIFE WALL MAGNET: LCN SEM7850 /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK NOTE: DOORS) NORMALLY UNLOCKED AND ELECTRONICALLY HELD OPEN. DOORS) WILL SELF CLOSE AND LATCH UPON LOSS OF POWER OR SIGNAL FROM FIRE ALARM. FREE EGRESS AT ALL TIMES. HS-05 SINGLE RATED DOOR WITH CLASSROOM LOCKSET QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 QTY 1 -CLASSROOM LOCK: SCH L9070T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 - OH STOP: GLY 100S /FINISH 689 QTY 1 -SURFACE CLOSER: LCN 4011 ST-1544 /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK HS-06A SINGLE, RATED DOOR WITH CARDREADER QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 QTY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011 ST-1544 /FINISH 689 QTY 1 -ELECTRIC STRIKE: REUSE EXISTING QTY 1 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK NOTE: DOOR NORMALLY CLOSED AND LOCKED .VALID CREDENTIAL WILL MOMENTARILY RELEASE ELECTRIC STRIKE DOOR WILL REMAIN LOCKED UPON LOSS OF POWER. FREE EGRESS AT ALL TIMES. *REUSE EXISTING CARD READER HS-05A SINGLE, RATED DOOR WITH CLASSROOM LOCKSET QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 NRP /FINISH 652 QTY 1 -CLASSROOM LOCK: SCH L9070T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -CLOSER W/ STOP ARM: LCN 4011 SCUSH /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK HS-06W SINGLE, RATED DOOR WITH CARDREADER QTY 3 -HINGE: IVE 5BB1 HW 5 X 4.5 /FINISH 652 QTY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 - OH STOP: GLY 100S /FINISH 689 QTY 1 -SURFACE CLOSER: LCN 4011 ST-1544 /FINISH 689 QTY 1 -ELECTRIC STRIKE: REUSE EXISTING QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK NOTE: DOOR NORMALLY CLOSED AND LOCKED .VALID CREDENTIAL WILL MOMENTARILY RELEASE ELECTRIC STRIKE DOOR WILL REMAIN LOCKED UPON LOSS OF POWER. FREE EGRESS AT ALL TIMES. *REUSE EXISTING CARD READER HS-08 HS-08A SINGLE, RATED DOOR WITH ELECTRIC CLASSROOM LOCKSET SINGLE, RATED DOOR WITH ELECTRIC CLASSROOM LOCKSET QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 QTY 3 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 QTY 1 -ELEC CLASSROOM LOCK: SCE AD-200-MS-70-KP-SPA-J 4AA QTY 1 -ELEC CLASSROOM LOCK: SCE AD-200-MS-70-KP-SPA-J 4AA BATTERY /FINISH 626 BATTERY /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011 /FINISH 689 QTY 1 - OH STOP: GLY 100S /FINISH 689 QTY 1 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 1 -SURFACE CLOSER: LCN 4011ST-1544 /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK HS-09W HS-10W PAIRED, NON RATED DOOR WITH FIRE EXIT HARDWARE AND CARD PAIRED, RATED DOOR WITH STOREROOM LOCKSET READER QTY 6 -HINGE: IVE 5BB1 HW 5 X 4.5 /FINISH 652 QTY 6 - HW HINGE: IVE 5BB1 HW 5 X 4.5 NRP I FINISH 652 QTY 1 -POWER TRANSFER: VON EPT10 /FINISH 689 QTY 1 - CONST LATCHING BOLT: IVE FB51 P /FINISH 630 QTY 1 -FIRE EXIT HARDWARE: VON 9850WDC-EO-F-LBL-SNB / QTY 1 -DUST PROOF STRIKE: IVE DP2 /FINISH 626 FINISH 626 QTY 1 -STOREROOM LOCK: SCH L9080T 17A /FINISH 626 QTY 1 -ELEC FIRE EXIT HARDWARE: VON QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 9850WDC-EO-F-LBS-ALK-LBLAFL-SNB /FINISH 626 QTY 1 -COORDINATOR: IVE COR X FL /FINISH 628 QTY 1 -MORTISE CYLINDER: SCH 2O-061 ICX /FINISH 626 QTY 2 -MOUNTING BRACKET: IVE MB /FINISH 689 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 2 -SURFACE CLOSER: LCN 4111 EDA ST-1384 /FINISH 689 QTY 2 -DELAYED EGRESS MAG: SCE M490DE /FINISH 628 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 2 -SURFACE CLOSER: LCN 4011 /FINISH 689 QTY 2 -FIRE/LIFE WALL MAGNET: LCN SEM7850 /FINISH 689 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 1 -CARD READER - WORK OF DIVISION 28 QTY 1 -POWER SUPPLY - WORK OF DIVISION 28 NOTE: ALARMED EXIT DEVICE. DEPRESSING PUSH BAR ACTIVATES AUDIBLE ALARM WITHOUT INHIBITING EGRESS. VALID CREDENTIAL TO MOMENTARILY SHUNT ALARM. FREE EGRESS AT ALL TIMES. HS-12 HS-13 PAIRED, NON RATED DOOR WITH CLASSROOM LOCK SINGLE, RATED DOOR WITH KEYPAD LOCK AND AUTO DOOR QTY 6 -HINGE: IVE 5BB1 4.5 X 4.5 /FINISH 652 OPENER QTY 1 - CONST LATCHING BOLT: IVE FB51 P / FINIHS 630 QTY 3 -HINGE: IVE 5B61 4.5 X 4.5 /FINISH 652 QTY 1 -DUST PROOF STRIKE: DP2 /FINISH 626 QTY 1 -CORRIDOR LOCK: SCH L9456T 17A 09-544 L283-722 / QTY 1 -CLASSROOM LOCK: SCH L9070T 17A /FINISH 626 FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -FSIC CORE: SCH 23-030 /FINISH 626 QTY 1 -COORDINATOR: IVE COR X FL /FINISH 628 QTY 1 -ELECTRIC STRIKE: SDC 55-F DBM /FINISH 630 QTY 2 -SURFACE CLOSER: LCN 4011 /FINISH 689 QTY 1 -SURF. AUTO OPERATOR: LCN 9531 MS /FINISH ANCLR QTY 2 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 2 -ACTUATOR, TOUCHLESS: LCN 8310-810SA /FINISH 630 QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 1 -WALL STOP: IVE WS401/402CVX /FINISH 626 QTY 1 -ASTRAGAL: ZER 47A / FINISH A QTY 1 -GASKETING: ZER 488SBK PSA /FINISH BK QTY 1 -POWER SUPPLY - WORK OF DIVISION 28 DOOR NORMALLY CLOSED AND UNLOCKED, ACTUATORS WILL AUTOMATICALLY OPEN DOOR. THUMBTURN ON INSIDE WILL THROW DEADBOLT, LOCK OUTBID LEVER, DISPLAY "OCCUPIED" AND DISABLE ACTUATORS. AUTO OPERATOR AND ELECTRIC STRIKE WILL DISABLE ON LOSS OF POWER OF FIRE ALARM. INSIDE LEVER ALLOWS SINGLE MOTION FREE EGRESS. 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 A117.1-2009 SECTION 404.2.4. 8. ICC/ANSI A117.1-2009 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. 12. NOT USED. 13. AT ALL DOOR REPLACEMENT LOCATIONS, CONTRACTOR TO ENSURE NEW RATED DOOR ASSEMBLY IS RELISTED AT REQUIRED FIRE -RATING. VERIFY EXISTING FIRE RATING IN FIELD AND MATCH EXISTING. 14. PROVIDE AN 8" X FULL WIDTH SATIN CHROME KICKPLATE AT DOORS WHERE NOTED. NO EXPOSED FASTENERS. 15. FINISH FOR ALL NEW DOOR HARDWARE TO BE SATIN CHROME. 16. CONTRACTOR TO VERIFY IN FIELD THE OVERALL DIMENSIONS OF ALL NEW DOORS SCHEDULED AT EXISTING DOOR FRAME LOCATIONS PRIOR TO ORDERING. 17. ALL DOOR CLOSER TO BE INSTALLED ON THE ROOM SIDE OF THE DOOR, U.N.O. N H U w _ � U U �� 3 verdant r�rrIWlW�lir HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design �� 12.23.22 Permit / DD Set /1\ 04.07.23 Permit Corrections JURISDICTION STAMP .� Door Schedule & Details R UB Apr 0 2023 CITY EDMONDS I � O � DEVE DEP RTMENRVICES ■ © 2018, JPC ARCHITECTS, LLC U z DESIGN NO. UL U301 FIRE RATING: 2 HOURS STC RATING: 40 SOUND TEST: USG-161206 SYSTEM THICKNESS: 8" [203 MM] LOCATION: INTERIOR FRAMING TYPE: WOOD STUD (LOAD -BEARING) 16" 16" 16" 16" [406 mm] [406 mm] [406 mm] [406 mm] � M N ASSEMBLY REQUIREMENTS: GYPSUM PANELS: TWO LAYERS 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIXTM) WOOD STUDS: 2" X 6" [38 X 140 MM] WOOD STUDS, 16" [406 MM] O.C. INSULATION: 5-1/2" [140 MM] FIBERGLASS INSULATION GYPSUM PANELS: TWO LAYERS 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIXTM) GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN N0, INDICATES "PER", THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE -RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. 8. FIRE -RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES, 10. SOUND -RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. DISCLAIMER: THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, AND OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICLALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE ISSUE RECORD: SHEET INFORMATION: USG Cor oration P PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION, AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDLARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE A SUBSTITUTE FOR THE DESIGN REVIEW AND APPROVAL OF THE LICENSED DESIGN U L U 3 01 Revision Date W — P 2 0 4 550 W est Adams Street ChICa O, IL 60661 USA 9 PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAV BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM www. USG.com (BUILDING INFORMATION MODELING) FILES CAN BE MODIFIED BV OTHER PARTIES, WfTHOUT NOTICE OR INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE 1 O/O5/2021 11:56:21 PM T. 800-USG4YOU RESPONSIBILITY OF THE DESIGN PROFESSIONAL. rn c� 3 � � o m F 3 it o w � � iG (� m � U � 0 N � M V% o U � a N N J 3 o a a N m � w x U Q K E HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 ssas REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.07.23 Permit Corrections JURISDICTION STAMP o� UL U301 -11.1 C�� 2018, JPC ARCHITECTS, LLC ESUB �r 10 2023 fY OF EDMONDS _OPMENT SERVICES DEPARTMENT o U Z 6 � 3 o m it g o .. w X a N m � w x U Q UJ E Design No. L541 UNITED STATES GYPSUM CO —Type SLX Damping Compound - (Optional) —Applied to top surface of 1 in. thick gypsum board liner panels with a 1/4 in. square notched trowel for sound control. Finish Flooring - (Not Shown) —Min 7/16 in. thick oriented strand board (OSB), min grade USG BORAL DRYWALL SFZ LLC —Type SLX Exposure 1 bearing the marking "NER-QA 397, HUD -MR 1050". Oriented strand board end joints Unrestrained Assembly Rating — 2 Hr. centered over wood joists and staggered min 16 in. between adjacent lengths. Side joints offset 12 Finish Rating — 74 Min. in. from gypsum board liner panel side joints. OSB secured with 2-5/8 in. long Type S bugle head This design was evaluated using a load design method other than the Limit States Design steel screws spaced 12 in. OC at the perimeter and in the field. Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States USG MEXICO S A DE C V —Type SLX Design Method, such as Canada, a load restriction factor shall be used —See System No. 3 Guide BXUV or BXUV7 Subflooring —Min 15/32 in. thick plywood wood structural panels, min grade "C-D". Face grain of Damping Compound - (Optional) —Applied to top surface of 1 in. thick gypsum board liner plywood to be perpendicular to joists with end joints located over wood joists and staggered min 32 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions panels with a 1/4 in. square notched trowel for sound control. in. between adjacent lengths. Plywood secured to wood joists with 6d common nails spaced 6 in. OC employing the UL or cUL Certification (such as Canada), respectively. at the ends and 10 in. OC in the field. Cementitious Backer Units* —Nom 1/2 or 5/8 in. thick, square edge backer units attached to wood Dam in Com ound - O tional A lied to to surface of subfloor with a 1/4 in. s uare P g P ( P ) Pp P q 2 joists with 2-5/8 in. long Type S, corrosion resistant, wafer -head steel screws spaced 8 in. OC at the notched trowel for sound control. perimeter and in the field. End joints to be centered over wood joists and staggered min 32 in. � between adjacent lengths. Side joints offset 12 in. from those of the gypsum board liner panels. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a Joints covered with glass fiber mesh tape. minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the 2-•:L�`- •- �`<� ���. material for specific mix design. :'• `.... UNITED STATES GYPSUM CO —Type DCB -� .~ �' ter UNITED STATES GYPSUM CO —Types LRK, HSLRK, CSD ,rr E nd Joint Detail Bond Coat for Setting Tile -Latex —Modified Portland cement mortar or ANSI A136.1 Type I � � �,r� organic adhesive applied with a 1/4 in. square notched trowel. USG MEXICO S A DE C V —Types LRK, HSLRK, CSD �� �� t �_ Ceramic Tile —Nom 1 4 in. thick ceramic the with �oints filled with rout. / J g ♦ -�j > tn' F— f System No. 2 Floor Mat Materials* - (Optional) —Floor mat material loose laid over the subfloor. Refer to Reailient GhanndLlelsl Subflooring —Min 15/32 in. thick plywood wood structural panels, min grade "C-D". Face grain of manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat plywood to be perpendicular to joists with end joints located over wood joists and staggered min 32 material. e in. between adjacent lengths. Plywood secured to wood joists with 6d common nails spaced 6 in. OC s at the ends and 10 in. OC in the field. UNITED STATES GYPSUM CO —Types SAM, LEVELROCK® Brand Sound Reduction Board, 1. Flooring Systems —The flooring system shall consist of one of the following: Liner Panels -Gypsum Board* —Nom 1 in. thick gypsum board liner panels, supplied in 24 in. LEVELROCK® Brand Floor Underlayment SRM-25 System No. 1 widths, to be loosely laid over subflooring with end joints centered over wood joists and staggered Subflooring —Min 15/32 in. thick plywood wood structural panels, min grade "C-D". Face grain of min 16 in. between adjacent lengths. Side joint offset 12 in. from subflooring side joints. plywood to be perpendicular to joists with end joints located over wood joists and staggered min 32 Alternate Floor Mat Materials* - (Optional) —Nom 1/4 in. thick floor mat material loose laid over in. between ad�acent len ths. PI wood secured to wood �oists with 6d common nails s aced 6 in. OC J 9 Y J p CGC INC —Type SLX the subfloor. Floor to in thickness shall be ass ecified under Floor To in Mixture. pP g p PP 9 at the ends and 10 in. OC in the field. GRASSWORX L L C —Type SC50 Liner Panels -Gypsum Board* —Nom 1 in. thick gypsum board liner panels, supplied in 24 in. widths, to be loosely laid over subflooring with end joints centered over wood joists and staggered UNITED STATES GYPSUM CO —Type SLX min 16 in. between adjacent lengths. Side joint offset 12 in. from subflooring side joints. Alternate Floor Mat Material* — (Optional) -Floor mat material nominal 3/8 in. thick loose laid CGC INC —Type SLX over the subfloor. Floor topping shall be a min 1-1/2 in. thick. USG MEXICO S A DE C V —Type SLX System No. 4 Structural Cement -Fiber Units* —Nom 3/4 in. thick, with long edges tongue and grooved. Long Damping Compound - (Optional) —Applied to top surface of subfloor with a 1/4 in. square Finish Flooring -Floor Topping Mixture* —Min 1-1/2 in. thickness of floor topping mixture dimension of panels to be perpendicular to wood trusses with end joints staggered a min of 2 ft and notched trowel for sound control. having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of centered over the trusses. Panels secured to wood trusses with 1-5/8 in. long, No. 8, self- floor topping mixture to 1.9 cu ft of sand. countersinking wood screw spaced a max of 12 in. OC in the field with a screw located 1 in. and 2 in. Floor Mat Materials* - (Optional) —Floor mat material nom 5/64 in. (2mm) thick adhered to from each edge, and 8 in. OC on the perimeter with a screw located 2 in. from each edge, located 1/2 subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the HACKER INDUSTRIES INC —Firm-Fill Gypsum Concrete, Firm- Fill 2010, Firm -Fill 3310, Firm -Fill in. from the end edges of the panel. placement of floor -topping mixture. When floor mat material is used, min thickness of floor topping 4010, Firm -Fill High Strength, Gyp -Span Radiant mixture is 1-1/2 in (38mm). UNITED STATES GYPSUM CO —Types STRUCTO-CRETE, USGSP HACKER INDUSTRIES INC —Type Hacker Sound -Mat System No. 7 Subflooring —Min 15/32 in. thick plywood wood structural panels, min grade "C-D". Face grain of Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a minimum plywood to be perpendicular to joists with end joints located over wood joists and staggered min 32 compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for Alternate Floor Mat Materials - (Optional) —Floor mat material nom 1/4 in. (6mm) thick adhered in. between adjacent lengths. Plywood secured to wood joists with 6d common nails spaced 6 in. OC specific mix design. to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the at the ends and 10 in. OC in the field. placement of a min 1-1/2 in. (38mm) of floor -topping mixture. UNITED STATES GYPSUM CO —Types LRK, HSLRK, CSD HACKER INDUSTRIES INC —Type Hacker Sound -Mat II. Damping Compound - (Optional) —Applied to top surface of subfloor with a 1/4 in. square notched trowel for sound control. Finish Flooring -Floor Topping Mixture* —Min 1-1/2 in. thickness of floor topping mixture USG MEXICO S A DE C V —Types LRK, HSLRK, CSD Alternate Floor Mat Materials - (Optional) —Floor mat material nom 1/8 in. (3mm) thick loose having a min compressive strength of 1000 psi. Mixture shall consist of 5 to 8 gal of water to 80 Ibs laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38mm) of floor topping mixture to 2.1 cu ft of sand. Refer to the manufacturer's instructions accompanying the material and/or contact the manufacturer's technical support for specific mix design and Floor Mat Materials* — (Optional) -Floor mat material loose laid over the subfloor. Refer to HACKER INDUSTRIES INC —FIRM-FILL SCM 125 minimum thickness recommended for use with eligible floor mat(s). manufacturer\'s instructions regarding the minimum thickness of floor topping over each floor mat ULTRA QUIET FLOORS —UQF-A, UQF-Super Blend, UQF-Plus 200 material. UNITED STATES GYPSUM CO —Types SAM, LEVELROCK® Brand Sound Reduction Board, Alternate Floor Mat Materials - (Optional) —Floor mat material nom 1/4 in. (6mm) thick loose LEVELROCK® Brand Floor Underlayment SRM-25 laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38mm) System No. 8 HACKER INDUSTRIES INC —Type FIRM -FILL SCM 250, Quiet Qurl 55/025 Subflooring —Min 15/32 in. thick plywood wood structural panels, min grade "C-D". Face grain of plywood to be perpendicular to joists with end joints located over wood joists and staggered min 32 in. between adjacent lengths. Plywood secured to wood joists with 6d common nails spaced 6 in. OC System No. 5 at the ends and 10 in. OC in the field. Structural Cement -Fiber Units* —For use with UNITED STATES GYPSUM CO Types C, IP-X2, IPC- Alternate Floor Mat Materials - (Optional) —Floor mat material nom 3/8 in. (10mm) thick loose AR and ULIX gypsum boards only. Nom 3/4 in. thick, with long edges tongue and grooved. Long laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38mm) Damping Compound - (Optional) —Applied to top surface of subfloor with a 1/4 in. square dimension of panels to be perpendicular to wood trusses with end joints staggered a min of 2 ft and notched trowel for sound control. centered over the trusses. Panels secured to wood trusses with 1-5/8 in. long, No. 8, self- HACKER INDUSTRIES INC —FIRM-FILL SCM 400, Quiet Qurl 60/040 countersinking wood screw spaced a max of 12 in. OC in the field with a screw located 1 in. and 2 in. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a from each edge, and 8 in. OC on the perimeter with a screw located 2 in. from each edge, located 1/2 minimum compressive strength of 1500 psi. Refer to manufacturer's instructions accompanying the in. from the end edges of the panel. Alternate Floor Mat Materials - (Optional) —Floor mat material nom 3/4 in. (19mm) thick loose material for specific mix design. UNITED STATES GYPSUM CO —Types STRUCTO-CRETE, USGSP laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38mm) MAXXON CORP —Types Maxxon Standard and Maxxon High Strength HACKER INDUSTRIES INC —Type FIRM -FILL SCM 750, Quiet Qurl 65/075 System No. 6 Floor Mat Materials* - (Optional) —Floor mat material loose laid over the subfloor. Refer to Subfloorin Min 15/32 in. thick I wood wood structural anels, min rade "C-D". Face rain of 9 — P Y P g g Metal Lath (Optional) —For use with 3/8 in. (10 mm) floor mat materials, 3/8 in. expanded steel manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat plywood to be perpendicular to joists with end joints located over wood joists and staggered min 32 diamond mesh, 3.4 Ibs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied material. in. between adjacent lengths. Plywood secured to wood joists with 6d common nails spaced 6 in. OC prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1- MAXXON CORP —Type Encapsulated Sound Mat. at the ends and 10 in. OC in the field. 1/4 in. over the floor mat. •. HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 6389 REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set / 1 \ 04.07.23 Permit Corrections JURISDICTION STAMP o� UL L541 ESUB pr 10 2023 CITY OF EDMONDS � I ■ D VELOPMENT SERVICES DEPARTMENT © 201$ JPC ARCHITECTS, LLC Q o T x U z � U o M V% o U � o_ N 3 o a a N m W U Q K E 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 I UL Product iQ 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 I UL Product iQ 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 I UL Product iQ U L Product iQ® U� �14�� �S31b�5$ Solutions System No.4. � � Floor Mat Materials* — (Optional) —Floor mat material nom 5/64 in. (2 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture. Floor topping thickness a min 1 in. over the floor mat. BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 r� �„ilt � HACKER INDUSTRIES INC —Type Hacker Sound -Mat -�- _�- _ �l I II 5 I '�N � Alternate Floor Mat Materials 1/4 in. Hacker Floor Primer. Primer I i ; � - (Optional) —Floor mat material nom (6 mm) thick adhered to subfloor with ,*�� � #� ) ( � � to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32 mm) of floor -topping mixture. Design/System/Construction/Assembly Usage Disclaimer �t1 � � i �slx� � i i r � 7Mw rl�� � » .. � � � �' -�,� HACKER INDUSTRIES INC —Type Hacker Sound -Mat II • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and at fl' t use of UL Certified products, equipment, system, devices, and materials. I � � Metal Lath (Optional) —For use with 3/8 in. (10 mm) floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 Ibs/sq yd placed over the • Authorities Having Jurisdiction should be consulted before construction. � $ � floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for �� � � d nom 1-1/4 in. over the floor mat. compliance with applicable requirements. The published information cannot always address every construction nuance � I ��'� �� Finish Flooring —Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. encountered in the field. � Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product 1. Finish Flooring — 1 by 4 in. T8cG; laid perpendicular tojoists, or 19/32-in. plywood wood structural panels, minimum grade manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for "Underla ment". Face rain of I wood to be er endicular to oists with oints sta eyed. Y 9 P Y p P j j 99 HACKER INDUSTRIES INC —Firm-Fill Gypsum Concrete, Firm -Fill High Strength, Gyp -Span Radiant each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. 1A. Alternate Finish Flooring —The alternate finish flooring may consist of the following: System No. 5 • Only products which bear UL's Mark are considered Certified. System No. 1 Finish Flooring -Floor Topping Mixture* —Minimum 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 Floor Topping Mixture* —Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through a foam nozzle. Mix at rate of psi. Refer to manufacturer's instructions accompanying the material for specific mix design. 1.4 cu ft of preformed foam to 94 Ibs Type I Portland Cement and 300 Ibs of sand with approximately 5.5 gal of water. Cast density of Floor MAXXON CORP —Type Maxxon Standard and Maxxon High Strength Topping Mixture 100 (+ or -) 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. Fire -resistance Ratings -ANSI/UL 263 ELASTIZELLCORPOFAMERICA—TypeFF. Floor Mat Materials* (Optional)— Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum BXUV -Fire Resistance Ratings -ANSI/UL 263 Certified for United States thickness of floor topping over each floor mat material. BXUV7 -Fire Resistance Ratings -CAN/ULC-5101 Certified for Canada System No. 2 MAXXON CORP —Type Encapsulated Sound Mat. Deleted. Design N o. L202 System No. 3 Floor Mat Reinforcement - (Optional) -Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat Alternate Floor Mat Materials — (Optional) —Floor mat material nom 1/8 in. (3 mm) thick loose laid over the subfloor. Floor topping thickness reinforcement. shall be a min of 3/4 in. (19 mm). Unrestrained Assembl Ratin 1 Hr. Y 9 — Metal Lath — (Optional) — 3/8 in. expanded galvanized steel diamond mesh, 3.4 Ibs/sq yd loose laid over the floor mat material. Finish Rating — 15 Min. HACKER INDUSTRIES INC —FIRM-FILL SCM 125 Fiber Glass Reinforcement — (Optional, Not Shown) - 0.015 in. thick PVC coated non -woven fiberglass mesh, 0.368 Ibs/sq yd loose This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress laid over the floor mat material. Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be Alternate Floor Mat Materials — (Optional) —Floor mat material nom 1/4 in. (6 mm) thick loose laid over the subfloor. Floor topping thickness System No. 6 used —See Guide BXUV or BXUV7 shall be a min of 1 in. (25 mm). Finish Flooring -Floor Topping Mixture* —Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix a rate of 1.20 cu ft of preformed foam to 94 Ibs Type I Portland cement and 300 Ibs of sand with 5-1/2 gal of water. Cast density of floor topping HACKER INDUSTRIES INC —Type FIRM -FILL SCM 250 mixture 95 to 105 pcf. Min compressive strength of 1000 psi. Min thickness 1-1/2 in. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. AERIX INDUSTRIES Alternate Floor Mat Materials - (Optional) —Floor mat material nom 1/4 in. (6 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32 mm) of floor -topping mixture. System No. 7 Deleted. HACKER INDUSTRIES INC —FIRM-FILL SCM 400 System No. 8 Finish Flooring —Floor Topping Mixture* —Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's Alternate Floor Mat Materials - (Optional) —Floor mat material nom 3/4 in. (19 mm) thick loose laid over the subfloor. Floor topping thickness instructions accompanying the material for specific mix design. shall be a min of 1-1/2 in. (38 mm). ARCOSA SPECIALTY MATERIALS — AccuCrete® Types NexGen, Green, Prime and PrePour, AccuRadiant®, AccuLevel® Types G40, G50 and SD30 HACKER INDUSTRIES INC —Type FIRM -FILL SCM 750 DEPENDABLE LLC —GSL M3.4, GSL K2.6, GSL-CSD or GSL RH Metal Lath (Optional) —For use with 3/8 in. (10 mm), or greater, floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 Ibs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1 in. (25 mm) over the floor mat. Alternate Floor Mat Material* - (Optional) -Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a Finish Floorin Floor To in Mixture* —Min 3/4 in. thickness of floor to in mixture havin a min com ressive stren th of 1100 si. 9— PP 9 PP 9 9 P 9 P min of 1 in. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. ARCOSA SPECIALTY MATERIALS — AccuQuiet� Types D13, D-18, D25, DX38, EM.125, EM.125S, EM.250, EM.250S, EM.375, EM.375S, EM.750, and HACKER INDUSTRIES INC —Firm-Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Firm -Fill 4010, Gyp -Span Radiant EM.750S. https://iq.ulprospector.com/en/profile?e=14249 1/9 https://iq.ulprospector.com/en/profile?e=14249 2/9 https://iq.ulprospector.com/en/profile?e=14249 3/9 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 I UL Product iQ 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 I UL Product iQ 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 I UL Product iQ 3. subfloor — (Not to be used with System No. 10) 1 by 6 in. T8tG, placed diagonally tojoists, or 15/32 in. plywood wood structural ARMSTRONG WORLD INDUSTRIES INC —Types AFG, AFG-A. System No. 9 panels, min grade "C-D". Face grain of plywood to be perpendicular tojoists with joints staggered. Finish Flooring —Floor Topping Mixture* —Compressive strength to be 2100 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's C. For 20 by 60 in. lay -in panels. instructions accompanying the material for specific mix design. Refer to the manufacturer's instructions accompanying the material and/or contact 4. Bridging — 1 by 3 in. a. Main Runners —Nom 10 ft long spaced 5 ft OC. the manufacturer's technical support for specific mix design and minimum thickness recommended for use with eligible floor mat(s). System No. 10 5. Wood Joists —Nom 2 by 10 in., 16 in. OC firestopped. b. Cross Tees —Nom 5 ft long, installed 20 in. OC. 1. Subflooring —Min 23/32 in. thick T8tG wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood or strength ROXUL USA INC. D/B/A ROCKFON —Type 250, 260, 1250, 1260, 1850, 1860. axis of panels to be perpendicular to the trusses with end joints staggered 4 ft. Panels secured to trusses with construction adhesive and No. 6d 6. Hanger Wire — No. 12 SWG galy steel wire, supported from 16d nails driven through wood joists 5 in. from bottom ofjoists and ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be bent upward at both ends for positive support. Where hanger wire locations occur between joists, hanger wire shall be supported D. For 24 b 60 in. la in anels. Y Y- P substituted for the 6d nails. from hanger wire supports (Item 7). When the ceiling is composed of nom 24 by 48 in. lay -in panels, hanger wires twist -tied to main a. Main Runners —Nom 12 ft long, spaced 60 in. OC. 2. Gypsum Board* —One layer of nom 5/8 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular tojoists. Gypsum runners at main runner/cross tee intersections and spaced 48 in. OC unless a wire is already present from the above spacing board secured with 1 in. long No. 6 Type W bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The specification, additional hanger wires are required at the four corners of light fixtures, at mid -span of cross tees adjacent to light b. Cross Tees —Nom 5 ft long installed perpendicular to main runners and spaced 24 in. OC. joints of the gypsum board are to be staggered a minimum of 12 inches from the joints of the subfloor. fixtures and to air duct outlets, at cross tees nearest and parallel with walls, at cut cross tees over 2 ft long at walls and adjacent to GEORGIA-PACIFIC GYPSUM L L C —Type DS main runner splices. When the ceiling is composed of nom 20 or 24 by 60 in. lay -in panels, hanger wires twist -tied to main runners at c. Cross Tees —Nom 2 ft long installed to occur at one or both 2 ft ends of 2 by 4 ft light fixtures in 2 by 5 ft grid modules. Field cut main runner/cross tee intersections and spaced 40 in. OC along main runners unless a wire is already present from the above spacing nom 6 by 24 in. or 12 by 24 in. panels, as required, to fill in the remainder of the 2 by 5 ft grid modules. Min bearing of filler panels on 2A. Floor Mat Materials* — (As an alternate to Item 2) -Floor mat material loose laid over the subfloor. specification, additional hanger wires are required at the four corners of light fixtures, at mid -span of all cross tees, at cut cross tees each grid member to be 3/8 in. over 2 ft long at walls and adjacent to main runner splices. When impaction clips (Item 15) are used in conjunction with nom 24 by 24 ARMSTRONG WORLD INDUSTRIES INC —Types AFG, AFG-A. MAXXON CORP —Type Encapsulated Sound Mat. by 3/4 in. panels, hanger wires spaced 48 in. OC along main runners, at all four corners of light fixtures and at mid -span of all 4 ft long cross tees. ROXUL USA INC. D/B/A ROCKFON —Types 250, 260, 1250, 1260, 1850, 1860. 3. Gypsum Board* — (For use when floor mat (Item 2) is used) Two layers of nom 5/8 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular tojoists on top of the floor mat material. Gypsum board secured to each other with 1 in. long No. 6 Type G bugle head 7. Hanger Wire Supports — 2 by 4 in., to be positioned against subfloor and secured between joists with four 16d nails (two each E. For 24 by 24 or 48 in. lay -in panels. steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The joints of the gypsum board are to be staggered a end). Used where hanger wires are needed between joists. Main runners nom. 10 or 12 ft long, spaced 4 ft OC. Cross tees nom. 4 ft long, installed perpendicular to main runners, spaced 2 ft OC. When 2 by minimum of 12 inches in between layers and from the joints of the subfloor. 2 ft lay -in panels are used, nom 2 ft long cross tees installed perpendicular to 4 ft cross tees at mid -span, spaced 4 ft OC. GEORGIA-PACIFIC GYPSUM L L C —Type DS 8. Air Duct — Galy steel, with total area of duct opening not to exceed 113 sq in. per 100 sq ft of ceiling area. Area of individual duct opening not to exceed 113 sq in. Max dimension of opening 12 in. Outside face of duct drop protected with 1/32-in. thick ceramic CGC INTERIORS, DIV OF CGC INC —Types DXL, DXLZ, SDXL. System No. 11 fiber paper. Duct supported by 1-1/2-in. deep 16 MSG cold -rolled channels placed under duct and spaced not greater than 48 in. OC Finish Flooring —Floor Topping Mixture* —Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Refer to and adjacent to duct outlets. Channels secured to wood joists or hanger wire supports with 12 SWG galy hanger wire. As an alternate USG INTERIORS LLC —Types DXL, DXLZ, SDXL. manufacturer's instructions accompanying the material for specific mix design. to the galy steel duct, air ducts fabricated from rigid Air Duct Materials* may be used in lieu of steel ducts. The total area of duct FORMULATED MATERIALS LLC —Types FR-25, FR-30, and SiteMix openings not to exceed 113 sq in. per each 100 sq ft of ceiling area. Area of individual duct opening not to exceed 113 sq in. Max F. For 24 by 60 in. lay -in panels. dimension of opening 12 in. The sheet steel duct drop or outlet is positioned at the center of a 24 in. long, 22 MSG sheet steel duct Main runners nom. 10 or 12 ft long, spaced 5 ft OC. Cross tees nom. 5 ft long, installed perpendicular to main runners, spaced 2 ft OC. Cross tees liner. The sheet steel duct drop is insulated with a nom 1 in. thick, 5 pcf density rigid round glass fiber material. The ducts are nom. 2 ft long, installed to occur at one or both 2 ft ends of 2 by 4 ft light fixtures in 2 by 5 ft grid modules. Field cut nom. 6 by 24 in. or 12 by 24 Alternate Floor Mat Material* — (Optional) —Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a supported by 16 MSG, 1-1/2 in. cold -rolled steel channels, suspended from the joists with 12 SWG galy hanger wire. Channels are in. panels, as required, to fill in the remainder of the 2 by 5 ft grid modules. Minimum bearing of filler panels on each grid member to be 3/8 in. min of 1 in. located directly below the sheet steel duct liner, one on each side of the duct drop and are spaced between duct drops at 72 in. OC CGC INTERIORS, DIV OF CGC INC —Types DXL, DXLZ, SDXL. FORMULATED MATERIALS LLC —Types M1, M2, M3, Duo, R1, and R2 for ducts up to 36 in. wide and 48 in. OC for ducts between 36 and 60 in. wide. JOHNS MANVILLE —Rigid, Class I. System No. 12 USG INTERIORS LLC —Types DXL, DXLZ, SDXL. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification KNAUF INSULATION LLC —Rigid, Class I. Marking as to Fire Resistance. See Floor- and Roof -Topping Mixtures (CCOX) category for names of Classified Companies. Refer to the G. For 24 by 24 in. lay -in panels. manufacturer's instructions accompanying the material and/or contact the manufacturer's technical support for specific mix design Main runners nom. 10 or 12 ft long, spaced 4 ft OC. Cross tees nom. 4 ft long, installed perpendicular to main runners, spaced 2 ft OC. Cross tees 2 and minimum thickness recommended for use with eligible floor mat(s). OWENS CORNING —Rigid, Class I. ft long installed perpendicular to 4 ft cross tees at mid -span, spaced 4 ft OC. CGC INC —Types DXLT, DXLTZ, DXLTA, DXLTZA. Floor Mat Materials* — (Optional, Not Shown) -Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions 9. Damper — No. 12 MSG, galy steel. Protected on both surfaces with 1/16 in. ceramic fiber paper and held open with a Fusible Link. regarding the minimum thickness of floor topping over each floor mat material. (Bearing the UL Listing Mark). Damper to overlap duct outlet 1 in. min. USG INTERIORS LLC —Types DXLT, DXLTZ, DXLTA, DXLTZA. LOW & BONAR INC — EnkaSonic® by Colbond a member of the Low 8t Bonar group Types 125, 250, 250 Plus, 400, 400 Plus, 750, and 750 Plus. 10. Steel Framing Members* —The following components of the ceiling suspension system are Classified by U.L. Floor Mat Reinforcement — (Optional) - Refer to manufacturer's instructions regarding minimum thickness of floor topping for use A. For 24 by 24 or 48 in. lay -in panels. 10A. Steel Framing Members* —Metal pans — (Optional, Not Shown) — Channel -shaped metal pans in various colors and finishes, with floor mat reinforcement. a. Main Runners —Nom 12 ft Ion s aced 48 in. OC. g' p installed perpendicular to cross tees or main runners and spaced 4 or 6 in. OC. The flange edges of the metal pans engage and interlock with the vertical tabs of the corresponding grid adapters with tabs 4 or 6 in. OC (See Item 10B). End laps joints of the metal pans shall occur adjacent to main runners or cross tees. The metal pans shall each be supported by at least two main runners or cross Metal Lath — (Optional) —Expanded steel diamond mesh, 2.5 Ib / sq yd loose laid over floor mat material. b. Cross Tees —Nom 4 ft long, installed 2 ft OC. tees. ROXUL USA INC. D/B/A ROCKFON —Type 250, 260, 1250, 1260, 1850, 1860. ROXUL USA INC. D/B/A ROCKFON —Type 1650. Fiberglass Mesh Reinforcement — (Optional) —Coated non -woven glass fiber mesh grid loose laid over floor mat material. B. For 24 by 24 or 48 in. lay -in panels. 106. Steel Framing Members* —Grid adapter — (Optional, Not Shown) —For use with Type 1650 metal pans (See Item 10A). Angle 2. Building Paper — (Not to be used with System No. 10) Commercial rosin -sized, 0.010 in. thick. a. Main Runners —Nom 12 ft long, spaced 48 in. OC. shaped adapter with a looped return flange; installed parallel to cross tees or main runners by engaging return flange of adapter to the flange of the cross tee or main runner. The 48 or 24 in. long adapters are intended for use with cross tees or main runners, b. Cross Tees —Nom 4 ft long, spaced 24 in. OC. Nom 2 ft long installed perpendicular to 4 ft cross tees midway between main respectively. runners. ROXUL USA INC. D/B/A ROCKFON —Type 1650. https://iq.ulprospector.com/en/profile?e=14249 4/9 https://iq.ulprospector.com/en/profile?e=14249 5/9 https://iq.ulprospector.com/en/profile?e=14249 6/9 � � � HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 ssas REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.07.23 Permit Corrections JURISDICTION STAMP � UL L202 ESUB pr 10 2023 CITY OF EDMONDS D VELOPMENT SERVICES I DEPARTMENT � ■ © 2018, JPC ARCHITECTS, LLC o 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 � UL Product i0 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 � UL Product i0 3/2/2023 BXUV.L202 - Fire -resistance Ratings -ANSI/UL 263 � UL Product i0 T x U z *— � — — 10C. Steel Framm Members Filler stri s O tional Not Shown For use with T e 1650 metal ans. Filler stri s are 0.018 9 P ( p ) YP p P to 0.024 in. thick, steel or aluminum, 13/32 or 5/8 in. deep by 3/4 in. wide, placed between the metal pans. ROXUL USA INC. D/B/A ROCKFON —Type 1650. 11. Fixtures, Recessed Light — (Bearing the U.L. Listing Mark) —Recessed light fixture with steel housing in sizes listed below: a. Nom 20 by 48/60 in. b. Nom 24 by 48 in. The nom 20 by 60 in. fixture has a 20 by 48 in. enclosure with 6 in. flat steel extensions at each end. Fixtures spaced so their area does not exceed 16 sq ft per 100 sq ft of ceiling area. In determining the allowable fixture area, the nom 20 by 60 in. fixture should be considered as having a 20 by 48 in. area. When the nom 20 by 60 in. fixtures are used, fixture stabilizers (Item 11A) shall be used in addition to the hanger wires, occurring at the mid -span of the 5 ft long cross tees. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 11A. Fixture Stabilizer— (Not Shown). One per 20 by 60 in. fixture assembly. No. 16 MSG painted steel channel formed as a yoke, secured to the web at mid -span of 5 ft long cross tee on each side of fixture. When the Type 1650 metal pans are used (See Item 106); One min. 0.047 in. thick (16 MSG) galvanized steel channel yoke per each light fixture, secured to the web at mid -span of cross tee on each side of fixture. 11 B. Fixture Stabilizer — (Not Shown) — As an alternate to Item 11A. Min. 0.020 in. thick (25 MSG) painted steel spacer bar formed as an angle with 1 in. legs and hemmed edges and slots perpendicular to and near the ends of the spaces bar for engaging over the bulb of the tees. Engaged over the bulb at the mid -span of the cross tee on each side of the light fixture and over the bulb of the adjacent cross tee. 11C. Fixtures, Recessed Light — (Bearing the UL Listing Mark) — (Not Shown) — As an alternate to Item 11, incandescent lamp type, steel housing, nom 6-1/2 in. diam by 7-1/2 in. high. Each fixture provided with a nom 7-3/4 in. by 12-1/2 in. base plate screw -attached to the "high hat" fixture with three steel screws. Base plate to be provided with steel bar hangers designed to span across nom 24 in. spacing of cross tees for fixture support. Fixture secured to cross tees with steel clips provided at the end of the steel bar hangers. A max of two "high hat" fixtures may be substituted for each nom 24 in. by 48 in. fixture permitted in the ceiling (max four "high hat" fixtures per 100 sq ft of ceiling area). For use with USG Interiors LLC steel framing members and acoustical materials only. Wired in accordance with National Electrical Code. 12. Fixture Protection —Acoustical Material* —Five-sided enclosure constructed from the same material as Item 13. Top panel whose width and length are equal to the width and length of the fixture, is centered over the spaced 1-1/2 in. from the top of the fixture housing by scrap pieces of steel framing member tees. A rectangular piece of acoustical material of a length and width equal to the length and height of the fixture, respectively, is placed at each side of the fixture. Ends of fixture are protected by rectangular pieces covering the height from the top of main runners to the top of protection top panel by the width of the fixture. End pieces attached to the top panel with 6d or 8d, c c nails spaced approx 6 in. O.C. Where fixtures are butted end to end, the end pieces, at the butting ends, are omitted and the gap between the adjacent top panels is covered by one of the end pieces. 12A. Alternate Fixture Protection —Batts and Blankets* — 1-1/4 in. thick. Fixture protection for each light fixture consists of a top piece resting on spacers and two end pieces. The top piece length shall equal the top width of the fixture plus twice the width of the inclined or vertical fixture side. The top piece shall be centered over the fixture with its two sides cantilevered and allowed to drape over the fixture sides. The edges of the top piece shall be slit as necessary to accommodate hanger wires. End pieces equal to the width of the fixture by 6-1/2 in. high are held in place by slipping them between the fixture housing and the hanger wire at each corner of the fixture. In addition, the top piece shall be secured to each end piece with No. 18 SWG galy steel wire threaded through the pieces and twist -tied. When nom 20 by 48/60 in. light fixtures are used, batts shall be field -cut to cover the top of steel filler panels at ends of these fixtures. The spacers shall consist of scrap pieces of suspension system tees located as required to maintain a min. 1-1/2 in. clearance between the top of the light fixture and the fixture protection top piece. THERMAFIBER INC —Type FR 12B. Fixture Protection —Acoustical Material* —For use with "high hat" light fixtures (Item 11 C). Five -sided enclosure, rectangular in cross section, cut from the same acoustical material used in the ceiling assembly. Two side pieces measuring 8 in. high by 23-3/4 in. long resting upon ceiling tile, two end pieces measuring 6-3/4 in. high by 16 in. long resting upon steel bar hangers and one top piece measuring 14 in. by 18 in. resting upon side and end pieces with 18 in. dimension parallel with end pieces. Enclosure secured with four 8d nails installed through side pieces into end pieces near the top of the assembly. https://iq. ulprospector.com/en/profile?e=14249 rn c� 3 � � o m v F 3 7/9 13. Acoustical Material* — Rectangular or square lay -in panels. Border panels supported at walls by min. 0.016 in. thick painted steel angle with 7/8 in. legs or min. 0.016 in. thick painted steel channel with a 1 by 1-9/16 by 1/2 in. profile. Panel Dimensions Nom, In. Types 24 by 24 by 5/8 or 3/4 FR-2, FR-81, FR-83 24 by 48 by 5/8 or 3/4 FR-2, FR-81, FR-83 24 by 60 by 5/8 or 3/4 FR-81, FR-83 20 by 60 by 5/8 or 3/4 FR-81, FR-83 24 by 48 by 5/8 FR-4, M 24 by 48 by 3/4 FR-X1 24 by 24 by 3/4 ASTRO -FR BUILDING PRODUCTS OF CANADA CORP —Types FR-2, FR-4, FR-81, FR-83, FR-X1 and M. See Acoustical Materials (BYIT), Building Products Of Canada Corp., for specific the details. USG INTERIORS LLC —Types ASTRO-FR, FR-2, FR-4, FR-81, FR-83, FR-X1 and M. Type ASTRO-FR for use with Types DXL, DXLZ, SDXL Steel Framing Members only. See Acoustical Materials (BYIT), USG Interiors LLC, for specific the details. 14. Hold -Down Clips — No. 28 MSG spring steel, 1-1/8 in. wide, 7/8 in. high, 1/2 in. deep, placed over bulbs of cross tees, two per cross tee. One leg of each clip to be cut off when placed over bulb of cross tee adjacent to each long edge of each light fixture. Where required, access clips are used in lieu of hold-down clips. 15. Speaker Assemblies* — (Optional, Not Shown) —The speaker assemblies consist of speakers, speaker enclosures and their accessories. The ceiling penetration for the speaker enclosure shall not exceed 11-7/8 by 11-7/8 in. for the square speaker enclosures and 12 in. in diam for the round speaker enclosures. The speaker assemblies are installed in accordance with the installation instructions provided. A maximum of two 144 sq. in. speaker assemblies per 100 sq ft of ceiling area is allowed. ATLAS SOUND L P See Speaker Assemblies For Fire Resistance (CHML) for specific Types. 16. Impaction Clip — (Not Shown) —Consists of two pieces riveted together at about mid -height with 1/8 in. diam steel rivet. Each piece is formed from 5/8 in. wide, 20 MSG spring steel formed into a loop approx 2-1/2 in. diam at the top and to the contour of the cross tee at the bottom, with the hemmed lower end engaging onto the flange of the tee. Each assembled clip weighs approx 1/4 Ib and is approx 3-1/8 in. high. The clips are intended for use with the nom 24 by 24 by 3/4 in. panels with a max of two clips per 4 ft cross tee. When impaction clips are used an additional hanger wire is required at the mid -point of each 4 ft cross tee. 17. Discrete Products Installed in Air -handling Spaces* —Automatic Balancing Valve/Damper (Optional, Not Shown) —For use with item 9. Valve/Damper to be provided with ducted installation with steel duct per damper manufacturer's instructions. Automatic Balancing Valve/Damper shall be installed within duct such that it is not directly above the ceiling radiation damper. METAL INDUSTRIES INC —Model ABV-4, ABV-5, ABV-6 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. https://iq. ulprospector.com/en/profile?e=14249 UL Solutions ermits the re roduction of the material contained in Product i sub�ect to the followin conditions: 1. The Guide Information P P Q J 9 Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in anon -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "©2023 UL LLC." 8/9 I https://iq.ulprospector.com/en/profile?e=14249 � � HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Bldg Interior Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN JPC DRAWN RB/CB CHECKED CB NO. 22-0302 ssas REGISTERED � ARCHITECT MARK A. PETERSON STATE OF WASHINGTON 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.07.23 Permit Corrections JURISDICTION STAMP (� m � U � 0 N � M V% � o_ o� � UL L202 �� 3 a�i o a m x U Q K ESUB pr 10 2023 a o CITY OF EDMONDS N D VELOPMENT SERVICES ■ DEPARTMENT `o Q E H d © 2018, JPC ARCHITECTS, LLC JPC Architects Kruger Clinic Interior Edmonds, WA Structural Calculations CALCULATIONS INCLUDED: Pages 1 through 7 These Calculations cover the interior glazing partition support AA ,/ 6-) o �p 48649 tiyw cTJRAL S� G ti SSIONAL 1Tff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 2200694 December 16, 2022 project CPJC?zz— 'r Y CAL by Jti7 L sheet no. hA location date 12 (p ZZ 4 job no. 1607 5th Avenue, Suite 1600 client Seattle, WA 98101(206] 622-5822 Siva C.PPN�--'aN ru C:f 4wf-kr CLAP.- -� ev/� STD- ? �. �► 3 a oc- MA'c t-4) w-v- gWAC5 F01- 0/ 3o/N„ cftEv %JC &-4 lb� I USfZ- `1Z(. e:y- v��, sLM>> oN CIF— ` project =472- C4-4 Nsheet no. IC._ by J 8L IqPff location date Z Zr job no client l5th Avenue, Suite Seattle, WA 98101(206]622--5822 `0 N Hl—o" P&JE Ft�R % (t [3OW(1-1P f7p s- -nor j pfst-L *;Zc& = ZD o 0 of- S TSr— /14-L ; 1,(. (1--) Lydo) = aJ5,3(00 # �5� H Il l% faf- Ant Og4co'e CAA-C - Hilti PROMS Engineering 3.0.81 Specifier's comments: 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Kwik Bolt TZ2 - CS 5/8 (3 1/4) hnom2 2210272 KB-TZ2 5/8x5 1/2 hefact = 3.250 in., hnom = 3.750 in. Carbon Steel ESR-4266 Issued I Valid: 12/17/2021 1 12/1/2023 Proof: Design Method ACI 318-14 / Mech Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate : Ix x Iy x t = 22.000 in. x 5.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC), HSS4X4X.25; (L x W x T) = 4.000 in. x 4.000 in. x 0.250 in. Base material: cracked concrete, 2500, f,' = 2,500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [Ib, in.lb] Z X Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 160 ii Hilti PROFIS Engineering 3.0.81 1.1 Design results Case Description 1 Combination 1 Forces [Ib] / Moments [in.lb] N = 0; V. = 0; Vy = 360; Mx =-15,360; My = 0; MZ = 0; Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Seismic Max. Util. Anchor [%] no 66 Hilti PROMS Engineering 3.0.81 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity PN / [;v N Status Tension Concrete Breakout Failure 6,896 10,458 66 / - OK Shear Pryout Strength 360 22,526 - / 2 OK Loading PN Ov t Utilization ON,y N Status Combined tension and shear loads 0.659 0.016 5/3 51 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Hilti PROFIS Engineering 3.0.81 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Project Name: New WorkSpace Page 1 of 1 Model: General Interaction —1 Date: 12/16/2022 Code: 2012 NASPEC [AISI S100-20121 Simpson Strong -Tie® CFS DesignerTm 4.2.0.13 Section Designation : 400T200-54 (50 ksi) Single Track TOP TRACK TO SPAN BETWEEN POSTS INPUT PROPERTIES: Web Height = 4.1981 in Steel Thickness = 0.0566 in Top Flange = 2.0000 in Inside Corner Radius = 0.0849 in Bottom Flange = 2.0000 in Yield Stress, Fy = 50.0000 ksi Fy With Cold -Work, Fya = 50.0000 ksi GENERAL INTERACTION ANALYSIS Bendinq Inputs and Results Input Moment, Mx = 850 ft-lb Flexural Bracing = 48 in Cb=1 Load Multiplier for Strength Checks = 1.0 Allowable Moment, Ma(Fy)(x) = 990 ft-lb Allowable Moment, Ma(brc)(x) = 895 ft-lb Moment Ratio, Mx/Ma(x) (including load multiplier) = 0.949 Input Moment, My = 0 ft-lb Allowable Moment, Ma(y) = 122 ft-lb Moment Ratio, My/Ma(y) (including load multiplier) = 0.000 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com U Ln CV CV O CV N O CV V ABBREVIATIONS ANNOTATION DATA /COMMUNICATION MISCELLANEOUS � BROADBAND COAX OUTLET W/ (1) RG-6 CABLE PROJECT ADDRESS A AMPERE XXX-XX-XX EQUIPMENT TAG 4 KEY PAD AC ABOVE COUNTER, ALTERNATING CURRENT 21600 Highway 99 Edmonds, WA AF AMP FUSE; AMP FRAME AFF ABOVE FINISHED FLOOR � FLAG NOTE [I WALL PHONE OUTLET, MOUNT AT � PUSH BUTTON DOOR OPERATOR 98026 AHJ AUTHORITIES HAVING JURISDICTION W +48", W/(1) CAT 6 CABLE EPO EMERGENCY POWER OFF SWITCH AIC AMPERE INTERRUPTING CURRENT X -_ � � AL ALUMINUM AS AMP SWITCH DETAIL /PLAN IDENTIFIER X•X n TELECOM OUTLET � CLOCK 2t2th � st Sw 2tzth st sw J 2i2tn st sw a AT AMP TRIP �, X SUBSCRIPT INDICATES: DH DOOR HOLDER -CLOSER � D N a g ATS AUTOMATIC TRANSFER SWITCH � X -QTY OF CAT 6 CABLES; (1) CAT 6 CABLE UON A � m AV AUDIO VISUAL REVISION CALLOUT WAP -WIRELESS ACCESS POINT; (1) CAT 6 CABLE UON DR DOOR RELEASE � � � C CONDUIT; DEGREES CELSIUS CAT CATEGORY XXX FEEDER TAG CCTV CLOSED CIRCUIT TELEVISION ` CR CARD READER EQUIPMENT AS NOTED 2t3th Pi sw CU COPPER DWG DRAWING (E) EXISTING FEEDER DESIGNATIONS ' INTERCOM STATION -FOR RESCUE ASSISTANCE. TO THERMOSTAT 2tsth st sw EC ELECTRICAL CONTRACTOR, END CAP D CONNECT TO HEAD -END SYSTEM WITH CAT5E CABLE. w � EF EXHAUST FAN ELEC ELECTRICAL 2"C 3"1 0 1#2 GND � � COMMUNICATIONS BACKBOARD � D � D EPO EMERGENCY POWER OFF BACKBOARD LENGTH AS INDICATED zteth st sw � � EQ,EQUIP EQUIPMENT -GROUND CONDUCTOR QTY &SIZE v zteth st sw 2i6tn st sw EWC ELECTRIC WATER COOLER -PHASE CONDUCTOR QTY &SIZE LIGHTING EWH ELECTRIC WATER HEATER -CONDUIT SIZE pOW E R (P&LV) D � FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL RUNS SB a � 3 ALL S3--WAY SUBSCRIPT INDICATES: � v � -QTY ® RECEPTACLE OUTLET: a FACP FIRE ALARM CONTROL PANEL I I SUBSCRIPT NUMBER INDICATES PANEL CIRCUIT NUMBER 4 = 4-WAY FBO FURNISHED BY OWNER FDIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR EXISTING CONSTRUCTION SUBSCRIPT LETTER INDICATES: LV = LOW -VOLTAGE 2tscnstsw WP-WEATHER PROOF NS = NIGHT SETBACK FOIO FURNISHED BY OWNER INSTALLED BY OWNER a = LOWER CASE LETTERS INDICATES FSD FIRE SMOKE DAMPER EXISTING DEMO NEW DESCRIPTION SWITCHING GROUP DESIGNATION �, FT FOOT; FEET SB GFCI FOURPLEX RECEPTACLE G, GND GROUND GC GENERAL CONTRACTOR r � � DUPLEX RECEPTACLE C `�.��jij��+ III GFCI DUPLEX RECEPTACLE OS = OCCUPANCY SENSOR m rl GFI GROUND FAULT INTERRUPTER SB a GFCI GROUND FAULT CIRCUIT INTERRUPTER � FOURPLEX RECEPTACLE j�a DIMMER SWITCH V 220th St sw 22thh st sw 220th St SY/ HP HORSE POWER I -I' a v IBC INTERNATIONAL BUILDING CODE SB y � JB JUNCTION BOX SCHEMATIC /ONE LINE (� DUPLEX RECEPTACLE DS DAYLIGHT SENSOR s A kVA KILOVOLT AMPERE Sg i KW KILOWATT DUPLEX RECEPTACLE -HALF SWITCH Y KCMIL THOUSAND CIRCULAR MILS M CURRENT TRANSFORMER W/METER ENCLOSURE OS OCCUPANCY SENSOR, CEILING MOUNTED V` � LCP LIGHTING CONTROL PANEL � (METER PROVIDED BY UTILITY UNO) � CEILING DUPLEX RECEPTACLE Y LTG LIGHTING SB PROJECT SITE LF LINEAL FOOT EMBEDDED DIGITAL METER � ABOVE COUNTER FOURPLEX RECEPTACLE OCCUPANCY SENSOR, WALL MOUNTED MAX MAXIMUM � OS MCB MAIN CIRCUIT BREAKER PROVIDED BY CONTRACTOR Sg MDP MAIN DISTRIBUTION PANEL � ABOVE COUNTER DUPLEX RECEPTACLE MIN MINIMUM MLO MAIN LUGS ONLY � CIRCUIT BREAKER (3 POLE UON) SB F1 LIGHT FIXTURE, SIZES VARY. REFER TO FIXTURE TYPE. VICINITY MAP /� 400AF DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT " MSB MAIN SWITCHBOARD � � 6a, b TYPICAL ALL FIXTURES: NOT TO SCALE MTD MOUNTED _ I 400A_T`�FRAME SIZE �--+� TRIP SIZE � QUADPLEX RECEPTACLE ON EMERGENCY CIRCUIT ADJACENT NUMBER INDICATES CIRCUIT GROUPING LOWER CASE LETTER INDICATES SWITCHING GROUP N NEUTRAL (N) NEW NEC NATIONAL ELECTRICAL CODE � EXOTHERMIC WELD � POKE-THRU, DEVICES AS INDICATED � FIXTURE ON EMERGENCY CIRCUIT NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION � GROUND CONNECTION F F -FLUSH MOUNTED SIZE VARIES, REFER TO FIXTURE TYPE. ELECTRICAL DRAWING INDEX NL NIGHT LIGHT — NTS NOT TO SCALE '�-2 FUSE SIZE AS INDICATED � SHEET SHEET NAME OC ON CENTER OH OVERHEAD LINE �� FB FLOOR BOX, DEVICES AS INDICATED � � WALL -MOUNTED FIXTURE SIZE VARIES, REFER TO FIXTURE TYPE. NUMBER OS OCCUPANCY SENSOR � WIT H, IZE A INDI ATED pp 2 POWER POLE E0.00 ELECTRICAL LEGEND &ABBREVIATIONS E0.01 ELECTRICAL RISER DIAGRAM &LOAD CALCS PIV POST INDICATOR VALVE TY © WALL MOUNTED FIXTURE ON EMERGENCY CIRCUIT. E0.07 ELECTRICAL PANEL SCHEDULE REV REVISION GROUND FAULT ® EQUIPMENT CONNECTION � 4 SIZE VARIES, REFER TO FIXTURE TYPE. E0.08 ELECTRICAL PANEL SCHEDULE SCL SEATTLE CITY LIGHT SO SHUNT TRIP E0.60 LUMINAIRE SCHEDULE SF SQUARE FOOT, SUPPLY FAN STRIP FIXTURE E0.61 LUMINAIRE SCHEDULE SMR SURFACE METAL RACEWAY ® SPECIAL PURPOSE RECEPTACLE, DEVICE RATING AS SHOWN �� SIZE VARIES, REFER TO FIXTURE TYPE. E0.70 LIGHTING SEQUENCE OF OPERATIONS SPD SURGE PROTECTOR DEVICE 30A (TVSS) (TRANSIENT VOLTAGE SURGE SUPPRESSOR) TRANSFER SWITCH E0.71 LIGHTING SEQUENCE OF OPERATIONS SPEC SPECIFICATION O J-BOX ��� STRIP FIXTURE ON EMERGENCY CIRCUIT LIGHTING SEQUENCE OF OPERATIONS E0.72 TBB TELECOMMUNICATIONS BACKBOARD SIZE VARIES, REFER TO FIXTURE TYPE. E0.80 LIGHTING SUMMARY FORMS TBD TO BE DETERMINED TYP TYPICAL GROUND ROD ❑J 30A NON -FUSED DISCONNECT E0.81 LIGHTING SUMMARY FORMS E0.82 LIGHTING SUMMARY FORMS UG UNDERGROUND SIZE AS INDICATED O ' ❑ RECESSED DOWNLIGHT FIXTURE UNO UNLESS NOTED OTHERWISE V VOLTS � FUSED DISCONNECT � � � ❑ RECESSED WALL WASH/ADJUSTABLE FIXTURE E1.00 ELECTRICAL SITE PLAN VAV VARIABLE AIR VOLUME GROUNDING 40/60 AMP FUSE SIZE (40 AF) AMP SWITCH SIZE AS) VFD VARIABLE FREQUENCY DRIVE (60 � DOWNLIGHT ON EMERGENCY CIRCUIT E2.01 LEVEL 1 - P&LV PLAN W WATT; WIRE E2.02 LEVEL 2 EAST - P&LV PLAN WP WEATHERPROOF XFMR TRANSFORMER �FD MOTOR STARTER ❑ � e STEP LIGHTS E2.03 LEVEL 2 WEST - P&LV PLAN Y WYE �� GROUND PIGTAIL � COMBINATION MOTOR STARTER - „ � „ E3.01 LEVEL 1 -LIGHTING PLAN WELDED GROUND CONNECTION DISCONNECT SWITCH I-e-e-e-I TRACK LIGHTING, LENGTH AS INDICATED E3.02 LEVEL 2 EAST -LIGHTING PLAN E3.03 LEVEL 2 WEST -LIGHTING PLAN FIRE ALARM � GROUND ROD � SHUNT TRIP CIRCUIT BREAKER PENDANT LIGHT CLG WALL MTD MTD W I RI N G /O� MOTOR CONNECTION � � � ' � WALL SCONCE N/A ❑F MANUAL PULL STATION � MOTOR CONNECTION - 3 PHASE N/A �H FIRE ALARM HORN CONDUIT, EXPOSED OR CONCEALED � ILLUMINATED EXIT SIGN -FACES &DIRECTION OF CONDUIT (UNDERGROUND) ALL ARROWS AS SHOWN, WHERE INDICATED © © FIRE ALARM STROBE � 208Y/120V ELECTRICAL PANEL �S CONDUIT OR CABLE DOWN � TROFFER FIRE ALARM SPEAKER - CONDUIT OR CABLE UP ECP PANEL, TYPE AS NOTED �F FIRE ALARM HORN/STROBE ECP -ELEVATOR CONTROL PANEL � � SURFACE DOWNLIGHT CABLE CAPPED LCP -LIGHTING CONTROL PANEL Sg � � � � SURFACE WALL WASH/ADJUSTABLE DOWNLIGHT FS FS FIRE ALARM SPEAKER/STROBE CONDUIT CONTINUATION/ BREAK SURFACE MOUNTED RACEWAY WITH DEVICE AS FARA FIRE ALARM REMOTE ANNUNCIATOR HOME RUN SHOWN, OR WITH SPACING INDICATED � LINEAR PENDANT FACP FIRE ALARM CONTROL PANEL � ® DOOR CONTACT � - INDICATES PHASE CONDUCTORS � LINEAR WALL WASH Q FIRE ALARM SMOKE DETECTOR - INDICATES NEUTRAL O FIRE ALARM SMOKE DUCT DETECTOR -INDICATES GROUND D 0 RESIDENTIAL COMBINATION SMOKE ALARM/ CO DETECTOR -INDICATES ISOLATED GROUND 120V O FIRE ALARM HEAT DETECTOR 0 COMBINATION SMOKE/FIRE DAMPER Kg FIRE KNOCK BOX 0 TAMPER SWITCH FL FLOW SWITCH O VALVE MAGNETIC DOOR HOLD OPEN DH DOOR HOLDER -CLOSER DR DOOR RELEASE ALARM SWITCH PS PRESSURE SWITCH U w �� �O V CV C/') � LLJ O z� V Qa s� +� N CV � � � N � N O O� m � � � HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN DL, TDM DRAWN DL, TDM CHECKED NR NO.: 22-0302 I I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP ELECTRICAL LEGEND & ABBREVIATIONS RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES E 0 ■ 0 O DEPARTMENT © 2018, JPC ARCHITECTS, LLC �>,.. f �' 't� r ./, %/ ,J � N 1 .r.�.�l, �.,. .. _ ,_ . ..., i ...��, �-T_E. Switchbn;,rl, . .................... ..................... ...... � .......... i-r .......... •......... ................... E'Switchboard - _ ., o° -------- :C:CC .I ... r -- - .. � __ :: m � � --- 4 �� ° • ''_.. 4 m �� R-., I b I s m a � .' I m � - m, • ' w k e J � �_ � a _ �` _ Y � ' T I I �� 0 O ,--I W U) J J Z Z a a w w as as 0 0 0 0 0 0 0 0 ,-i ,--I ,-i ,--I NEW 200A FUSED DISCONNECT EXIST PANELS TO SERVE NEW LIGHTS WITH NO EMERGENCY BACKUP (2)-SETS, 2.5"C (4)250kcmil AL, #4G AL (2)-SETS, 2.5"C (4)250kcmil AL, #4G AL LL_ � +1 +--I 2 N ,--I N J J J J J J J d d d d d d a w w w w w w w w H w H w H LL � w F- LL H LL H as as as as ¢a as a¢ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +--I +--I +--I +--I N N N N N N N N N N MAIN ELECTRICAL ROOM 0 N W J z a w as as 0 0 0 0 0 0 0 0 +1 +--� N N (E) MAIN SWITCHBOARD (SIEMENS) 2500A, 208Y/120V, 3PH, 4W H2 H1 (E) (E) 400A 400A MAIN SWITCHBOARD (MSB) - 2500A 208V/3PH CAPACITY 12-month utility demand (kVA) 219.E x125% (kVA) 274.5 Newly Added Loads 8.11 Sum of New Loads + 125% 12-Month Utility Demand... 282.61 New MSB Calculated Amperage 784.5 SUITE SUITE 280 290 (E) (E) 100A 100A METER � M O 0 M 0 CENTER #2 208Y/120V 0 0 O MO 400A IwH C�� �o �® (2) SETS, (4)250kcmil AL, #1G AL I MAIN SWITCHBOARD DEMAND SERVICE SUITE 240 (E) 150A Load Type Demand (kVA) Lighting 8.11 Interior Lighting (Normal) 4.24 Interior Lighting (Emergency) 3.87 Interior Building New Loads 8.11 NEW INTERIOR BUILDING LOAD CALCULATIONS ha►1�:LI�►�•���� A. EXISTING RISER DIAGRAM INFO TAKEN FROM AS -BUILT RECORD DRAWINGS. ENGINEER OF RECORD DOES NOT TAKE LIABILITY FOR DESIGN SHOWN OUTSIDE OF NEW OR MODIFIED SCOPE OF WORK. B. EXISTING EQUIPMENT, FEEDERS, AND ASSOCIATED ELECTRICAL SERVICE &DISTRIBUTION SYSTEM COMPONENTS ARE INDICATED IN DASHED -LINE. NO MODIFICATIONS INIDICATED IN GRAY -LINE. NEW SCOPE IS INDICATED IN SOLID, BLACK -LINE. FLAG NOTES INSTALL NEW FUSED DISCONNECT IN THE EXISTING SPACE/PROVISIONS PER DETAIL 2 OF THIS SHEET. LEVEL 2 EMERGENCY ELECTRICAL ROOM V I V �O U CV N `� � (./) � LLJ O O z o0 a� �' V Q s +� � CV � � � N � N O m O� verc�antM �lil�fll�� HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 SUITE 130 (E) 125A DOM DO 0 MO O MO METER CENTER #1 DOM O MO 208Y/120V 400A ®�®� I LL_ � �� I � � .� z z � � J CJ U a Q d ,-. w .�. w �. w T wH wH wH L�H LL_F- wH wH as as as as as as as 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � � � � � N N � � � � � � (2) SETS, (4)250kcmil AL, #1G AL Cloo N N as 00 00 d' � N G EXISTING GROUNDING ELECTRODE SYSTEM 2.5"C, (4)250kcmil AL, #4G AL �/ LIFE SAFETY EGRESS LTG LS1 EXIT SIGNS 100A #6G AL TO SNOHOMISH COUNTY P.U.D. PAD MOUNTED TRANSFORMER ATS- LS 1 100A 4-POLE OPTIONAL OS1 STANDBY 200A ATS-OS 1 200A 4-POLE #6G AL 2.5"C, (4)250kcmil AL, #4G AL LEVEL 1 200A/3P n 100A/3P GENERATOR � 208Y/120V, GND PER 3PH, 4W, NEC 250 60kW/75kVA I I Engineering -Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP ELECTRICAL RISER DIAGRAM &LOAD CALCS RESUB Apr 10 2023 0 ITY F M ND �j DEVELOPMENT SERVICES DEPARTMENT N 0 0 � N ■ V © 2018, JPC ARCHITECTS, LLC U a N N O N M N O N PANEL SCHEDULE PANEL: LS1 LOCATION: NEW EMERGENCY ELEC ROOM VOLTS: 208 Y/ 120 P 3 W: 4 AMP: 100 MLO�X MCB� FED FROM: GENERATOR VIA ATS LS1 AIC RATING: MOUNT: � SURFACE � FLUSH TYPE: EXISTING NEW❑X ENCLOSURE: NEMA 1 NEUTRAL: 100% � IG BUS � FTL LOAD LOAD CKT P CIR P CIR P CKT LOAD LOAD CIRCUIT DESCRIPTION TYPE KVA BKR # H # BKR KVA TYPE CIRCUIT DESCRIPTION 1ST FLR LIGHT FIXTURE: X1, X2, F1AX, F1BX, F5X, F7BX, F10X LTG 0.50 20 1 1 A B C A B C A B C A B 2 1 20 0.50 MISC FACP 2ND FLR EAST LIGHT FIXTURE: X1, F1AX, F2X, F3X, F7BX LTG 0.70 20 1 3 4 1 20 SPARE 2ND FLR WEST LIGHT FIXTURE: X2, F1AX, F6AX, F6BX, F6CX, F9X LTG 0.62 20 1 5 6 1 20 SPARE SPARE 20 1 7 8 1 20 SPARE SPARE 20 1 9 10 1 20 SPARE SPARE 20 1 11 12 1 20 SPARE SPACE SPACE SPACE SPACE SPACE 13 14 SPACE 15 16 SPACE 17 18 SPACE 19 21 20 SPACE 22 SPACE 23 24 SPACE SPACE C ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS LOAD SUMMARY: LOAD TYPE: CONNECTED NEC DEMAND LIGHTING LTG 2.15 KVA 2.69 KVA (125%) CONNECTED PHASE LOADING EV CHARGERS EV 0.00 KVA 0.00 KVA (125 %) PHASE A: 1.02 KVA SMALL APPLIANCE RES 0.00 KVA 0.00 KVA (100/35/25 %) PHASE B: 1.01 KVA LARGEST MOTOR 0.00 KVA 0.00 KVA (125%) PHASE C: 0.62 KVA REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100%) GEN PURPOSE RECPT REC 0.00 KVA 0.00 KVA (50% > 10KVA) WATER HEAT MISC 0.00 KVA 0.00 KVA (100%) EQUIP/OTHER MISC 0.50 KVA 0.50 KVA (100%) HEATING MISC 0.00 KVA 0.00 KVA (100%) NOTES: ELEVATOR ELEV 0.00 KVA 0.00 KVA @ 1 1 NOTES KITCHEN EOPT KITCH 0.00 KVA 0.00 KVA @ 0.65 ------------- TOTALS 2.65 KVA - 3.19 KVA 7.36 AMPS 8.86 AMPS LOAD TYPE NOTES: "COMB" =COMBINATION LOAD TYPES ON INDICATED CIRCUIT "RES" = RESIDENTIAL LTG/RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND "MISC" = EQUIP, COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% PANEL SCHEDULE PANEL: OS1 AMP: 200 MLO�X MCB� TYPE: EXISTING NEW�X LOCATION: FED FROM: ENCLOSURE: NEW EMERGENCY ELECTRICAL GENERATOR VIA ATS OS1 NEMA 1 ROOM VOLTS: AIC RATING: NEUTRAL: 208 100% Y/ 120 P 3 W: 4 MOUNT: �X SURFACE � FLUSH � IG BUS � FTL CIRCUIT DESCRIPTION LOAD TYPE LOAD KVA CKT BKR P CIR # P H CIR # P CKT BKR LOAD KVA LOAD TYPE CIRCUIT DESCRIPTION SUITE 130:HYPERBARIC CHAMBER MISC 1.44 20 1 1 A B C A B C A B C A B C A B C A B C A B C 2 1 20 SPARE SUITE 130: HYPERBARIC CHAMBER MISC 1.44 20 1 3 4 1 20 SPARE SUITE 240: FRIDGE MISC 1.44 20 1 5 6 1 20 SPARE SUITE 240: FRIDGE MISC 1.44 20 1 7 8 1 20 SPARE SUITE 280: FRIDGE MISC 1.44 20 1 9 10 1 20 SPARE SUITE 290: FRIDGE MISC 1.44 20 1 11 12 1 20 SPARE SUITE 290: FRIDGE MISC 1.44 20 1 13 14 1 20 SPARE SUITE 290: FRIDGE MISC 1.44 20 1 15 16 1 20 SPARE SUITE 290: FRIDGE MISC 1.44 20 1 17 18 1 20 SPARE CARD READER SYSTEM, REC: EMERG ELEC RM COMB 0.68 20 1 19 20 1 20 SPARE SPARE SPARE MOTORIZED DOOR OPENER RR 104/202 MISC 1.40 20 1 21 22 1 20 MOTORIZED DOOR OPENER RR 208/215 MISC 1.40 20 1 23 24 1 20 SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 30 1 20 SPARE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE SPACE SPACE SPACE 35 36 SPACE 37 38 SPACE 39 40 SPACE 41 42 SPACE ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS LOAD SUMMARY: LOAD TYPE: CONNECTED NEC DEMAND LIGHTING LTG 0.00 KVA 0.00 KVA (125%) EV CHARGERS EV 0.00 KVA 0.00 KVA (125 %) SMALL APPLIANCE RES 0.00 KVA 0.00 KVA (100/35/25 %) LARGEST MOTOR 0.00 KVA 0.00 KVA (125%) REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100%) GEN PURPOSE RECPT REC 0.18 KVA 0.18 KVA (50% > 10KVA) WATER HEAT MISC 0.00 KVA 0.00 KVA (125%) EQUIP/OTHER MISC 16.26 KVA 16.26 KVA (100%) HEATING MISC 0.00 KVA 0.00 KVA (100%) ELEVATOR ELEV 0.00 KVA 0.00 KVA @ 1 KITCHEN EOPT KITCH 0.00 KVA 0.00 KVA @ 0.65 ------------- - TOTALS 16.44 KVA 16.44 KVA 45.63 AMPS 45.63 AMPS LOAD TYPE NOTES: "COMB" =COMBINATION LOAD TYPES ON INDICATED CIRCUIT "RES" = RESIDENTIAL LTG/RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND "MISC" = EQUIP, COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% CONNECTED PHASE LOADING PHASE A: 5.00 KVA PHASE B: 5.72 KVA PHASE C: 5.72 KVA NOTES: 1 NOTES U w �� �O V CV N c/� � Q W O z� V Q s +� N CV � � � N � N O O� m •. HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP ELECTRICAL PANEL SCHEDULE RESUB Apr 10 2023 CITY OF EDMONDS E0 ■ 0 7EVE DEPARTMENRVICES © 2018, JPC ARCHITECTS, LLC a rn N N O N M N O N v PANEL SCHEDULE PANEL: H1 AMP: 400 MLO�X MCB� TYPE: EXISTING NEW LOCATION: FED FROM: ENCLOSURE: MAIN ELECTRICAL ROOM MAIN SWITCHBOARD NEMA 1 VOLTS: AIC RATING: NEUTRAL: 208 100% Y/ 120 P 3 W: 4 MOUNT: �X SURFACE � FLUSH � IG BUS � FTL CIRCUIT DESCRIPTION LOAD TYPE LOAD KVA CKT BKR P CIR # P H CIR # P CKT BKR LOAD KVA LOAD TYPE CIRCUIT DESCRIPTION RTU 11 MISC 4.00 60 2 1 A B C A B C A B C A B C A B C A B C A B C 2 2 60 4.00 MISC RTU 12 - MISC 4.00 - - 3 4 - - 4.00 MISC - RTU 13 - RTU 15 - RTU 18 - RTU 8 - MISC 4.00 4.00 60 2 5 6 2 60 4.00 4.00 MISC RTU 14 - RTU 19 - RTU 17 - RTU 9 MISC - - 7 8 - - MISC MISC 4.00 60 2 9 10 2 60 4.00 MISC MISC 4.00 - - 11 12 - - 4.00 MISC MISC 4.00 60 2 13 14 2 60 4.00 MISC MISC 4.00 - - 15 16 - - 4.00 MISC MISC 4.00 60 2 17 18 2 60 4.00 MISC MISC 4.00 - - 19 20 - - 4.00 MISC - DUCT HEATER MISC 2.00 30 2 21 22 1 20 1.30 REC ROOF OUTLETS - MISC 2.00 - - 23 24 2 30 1.00 LTG PARKING LOT LIGHTING DUCT HEATER MISC 1.50 20 1 25 26 - - 1.13 LTG PARKING LOT LIGHTING DUCT HEATER MISC 1.50 20 1 27 28 1 20 0.50 MISC SIGN 2ND FLR EAST LIGHT LTG 0.75 20 1 29 30 1 20 0.60 MISC LEVEL 1 DRINKING FOUNTAIN 1ST FLR EAST LIGHT LTG 0.86 20 1 31 32 1 20 0.50 MISC TIMECLOCK EAST EXT. SOFFIT LIGHT LTG 0.73 20 1 33 34 1 20 0.14 LTG 1ST FLR EAST LIGHT FIXTURE: F5, F1B, F1A 2ND FLR EAST LIGHT FIXTURE: F2, F4, F1A LTG 0.58 20 1 35 36 1 20 1.20 LTG 2ND FLR WEST LIGHT FIXTURE: F1A, F5, F6A/B/C, F7A/C, F8, F9 ELEV. & MECH. RM LIGHT LTG 0.75 20 1 37 38 1 20 0.50 MISC PHONE EQUIP. COVERED WALKWAY LIGHT LTG 0.63 20 1 39 40 1 20 0.50 MISC PHONE EQUIP. SPARE 41 42 1 20 0.50 MISC PHONE EQUIP. ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS LOAD SUMMARY: LOAD TYPE: CONNECTED NEC DEMAND LIGHTING LTG 7.98 KVA 9.98 KVA (125%) EV CHARGERS EV 0.00 KVA 0.00 KVA (125 %) SMALL APPLIANCE RES 0.00 KVA 0.00 KVA (100/35/25 %) LARGEST MOTOR 0.00 KVA 0.00 KVA (125%) REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100%) GEN PURPOSE RECPT REC 1.30 KVA 1.30 KVA (50% > 10KVA) WATER HEAT MISC 0.00 KVA 0.00 KVA (125%) EQUIP/OTHER MISC 83.00 KVA 83.00 KVA (100%) HEATING MISC 7.00 KVA 7.00 KVA (100%) ELEVATOR ELEV 0.00 KVA 0.00 KVA @ 1 KITCHEN EQPT KITCH 0.00 KVA 0.00 KVA @ 0.65 ------------- - TOTALS 99.28 KVA 101.28 KVA 275.58 AMPS 281.12 AMPS LOAD TYPE NOTES: "COMB" =COMBINATION LOAD TYPES ON INDICATED CIRCUIT "RES" = RESIDENTIAL LTG/RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND "MISC" = EQUIP, COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% CONNECTED PHASE LOADING PHASE A: 37.20 KVA PHASE B: 31.27 KVA PHASE C: 30.81 KVA NOTES: 1 BOLD INDICATES NEW OR MODIFIED LOAD AND/OR BREAKER PANEL SCHEDULE PANEL: H2 AMP: 400 TYPE: MLO�X MCB� EXISTING�X NEW LOCATION: MAIN ELECTRICAL ROOM FED FROM: MAIN SWITCHBOARD ENCLOSURE: NEMA 1 VOLTS: AIC RATING: NEUTRAL: 208 100% Y/ 120 P 3 W: 4 MOUNT: � SURFACE � FLUSH � IG BUS � FTL CIRCUIT DESCRIPTION LOAD TYPE LOAD KVA CKT BKR P CIR # P H CIR # P CKT BKR LOAD KVA LOAD TYPE CIRCUIT DESCRIPTION HEAT PUMP & AC - RTU 4 - MISC 4.00 60 2 - 1 3 A B C A B C A B C A B C A B C A B C A B C 2 2 60 4.00 MISC RTU 5 - RTU 1 - RTU 16 - RTU 7 - MISC 4.00 - 4 - - 4.00 MISC MISC 4.00 60 2 5 6 2 60 4.00 MISC MISC MISC 4.00 4.00 - 60 - 2 7 9 8 - - 4.00 MISC RTU 2 10 2 60 4.00 MISC - MISC 4.00 - - 11 12 - - 4.00 MISC RTU 3 - MISC 4.00 60 2 13 14 2 60 4.00 MISC MISC 4.00 - - 15 16 - - 4.00 MISC RTU 6 MISC 4.00 60 2 17 18 1 20 1.44 MISC DUCT HEATER - MISC 4.00 - - 19 20 1 20 1.44 MISC DUCT HEATER WATER HEATER MISC 4.61 60 3 21 22 3 60 5.55 ELEV ELEVATOR - MISC 4.61 - - 23 24 - - 5.55 ELEV - - MISC 4.61 - - 25 26 - - 5.55 ELEV - RTU 10 MISC 4.00 60 2 27 28 3 30 2.31 MISC AIR COMPRESSOR - MISC 4.00 - - 29 30 - - 2.31 MISC - REC: LEVEL 1 & 2 CORRIDORS/LOBBY SPACE SPACE SPACE SPACE SPACE REC 0.54 20 1 31 32 - - 2.31 MISC - 33 34 1 20 0.50 MTR EXHAUST FAN 35 36 2 50 3.33 MISC LATTE - SPACE SPACE 37 38 - - 3.33 MISC 39 40 41 42 ESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONS LOAD SUMMARY: LOAD TYPE: CONNECTED NEC DEMAND LIGHTING LTG 2.76 KVA 3.45 KVA (125%) EV CHARGERS EV 0.00 KVA 0.00 KVA (125 %) SMALL APPLIANCE RES 0.00 KVA 0.00 KVA (100/35/25 %) LARGEST MOTOR 0.50 KVA 0.63 KVA (125%) REMAINING MOTORS MTR 0.00 KVA 0.00 KVA (100%) GEN PURPOSE RECPT REC 0.54 KVA 0.54 KVA (50% > 10KVA) WATER HEAT MISC 13.84 KVA 17.30 KVA (125%) EQUIP/OTHER MISC 93.48 KVA 93.48 KVA (100%) HEATING MISC 2.88 KVA 2.88 KVA (100%) ELEVATOR ELEV 16.64 KVA 16.64 KVA @ 1 KITCHEN EQPT KITCH 0.00 KVA 0.00 KVA @ 0.65 TOTALS 130.63 KVA 134.91 KVA 362.60 AMPS 374.47 AMPS CONNECTED PHASE LOADING PHASE A: 46.24 KVA PHASE B: 42.24 KVA PHASE C: 42.16 KVA NOTES: 1 BOLD INDICATES NEW OR MODIFIED LOAD AND/OR BREAKER LOAD TYPE NOTES: "COMB" =COMBINATION LOAD TYPES ON INDICATED CIRCUIT "RES" = RESIDENTIAL LTG/RECPT OR SMALL APPLIANCE LOAD TAKEN AT INDICATED DEMAND "MISC" = EQUIP, COMPUTER REC OR HTG LOAD ON INDICATED CIRCUIT AT 100% V I U W �O V CV N Q c/� � W O z� V Q s +� N CV � � � N � N O m O� �ercianfM rrIrIW1W�� HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP ELECTRICAL PANEL SCHEDULE RESUB Apr 10 2023 CITY OF EDMONDS E 0 ■ 0 DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U a N M CV 0 CV M N O CV V General Notes: 1. EMERGENCY EGRESS LIGHTING TO BE WIRED TO GENERATOR UNLESS OTHERWISE NOTED. PROVIDE UL924 BYPASS RELAYS AS REQUIRED TO ALLOW NORMAL AND EMERGENCY POWER LIGHTING TO BE CONTROLLED UNDER SINGLE ZONE AND EMERGENCY LIGHTING TO AUTOMATICALLY RAISE TO 100% POWER DURING POWER LOSS. 2. ALL LUMINAIRE FINISHES TO BE VERIFIED BY ARCHITECT/INTERIOR DESIGNER. 3. CONTRACTOR TO SIZE REMOTE POWER SUPPLIES/WIRE GAUGE AS REQUIRED. 4. CONTRACTOR TO LOCATE REMOTE POWER SUPPLIES PER MANUFACTURER RECOMMENDED DISTANCES TO MINIMIZE VOLTAGE DROP. 5. CCT =CORRELATED COLOR TEMPERATURE (MASURED IN KELVIN, K) 6. CRI =COLOR RENDERING INDEX (HIGHER NUMBER IS BETTER RENDERING) LUMENS MANUFACTUR TYPE DESCRIPTION LOCATION PRODUCT NO. LAMP, CCT, CRI (DELIVERE WATTS VOLTAGE DRIVER DIMMING FINISH SIZE NOTES ALTERNATES ER D) INTERIOR 1. GAMMALUX 4'-0"L x 0'-6" W x 0'-3 GB54RCSL10-1SL358-UNIV-ZTV10-4'N-REC/(CEILING)-ASLMD - F1A 4 FT. RECESSED LINEAR LED WITH REGRESSED L2 ELEVATOR LOBBY NULITE RG6-05-L35-UNV-D-II-ST-R-4 LED, 3500K, 80 CRI 571 LM/FT 5W/LF UNIVERSAL INTEGRAL 0-lOV WHITE 7/8" WSG LENS (120-277V) (TO 1%) HOUSING: 0'-5 1/2" D 2. MICROLINEA 4'-0"L x 0'-6" W x 0'-3 MO-K35-80-4-FT-LOH-UNV-DIM 1 1. GAMMALUX - F1B SAME AS F1A EXCEPT OUTPUT CORRIDORS NULITE RG6-06-L35-UNV-D-II-ST-R-4 LED, 3500K, 80 CRI 728 LM/FT 7W/LF UNIVERSAL INTEGRAL 0-10V WHITE 7/8" GB54RCSL10-1BL358-UNIV-ZTV10-4'N-REC/(CEILING)-ASLMD - (120-277V) (TO 1%) HOUSING: 0'-5 1/2" D WSG 2. MICROLINEA - HO-K35-80-4-FT-LOH-UNV-DIM1 1. LUMINAIRE REQUIRES REMOTE POWER SUPPLY. LOCATE REMOTE DRIVER ABOVE ACT-1 CEILING. CONTRACTOR/ARCHITECT TO COORDINATE EXACT LUMINAIRE: LOCATIONS. 1. VODE CLS-72-HE64XH0-35K-F-TB9-WH-[POSITION]-[PO „ 6 -0 L x 0 - 0.77 W x 2. INSTALLING CONTRACTOR TO PROVIDE ALL MOUNTING 707-Z2-SL-6FT-(CEILING)-0-(POWER F2 6FT. GRID -MOUNTED LOW PROFILE LINEAR LED MAIN LOBBY LUMINII WER FEED] LED, 3500K, 80 CRI 727 LM/FT 8W/LF 24VDC/120V REMOTE 0-lOV WHITE 0'-0.84"H HARDWARE, JOINERS, FEEDS, END CAPS, AND OTHER FEED)-AE-1-0-Z-HO-835-S535-0-WH DRIVER: PDCU-D SERIES DRIVER APPLICABLE ACCESSORIES FOR A COMPLETE WORKING 2. ARON SYSTEM. EZT1-F9-6FA-750-B1-35K8-DM-W 3. INSTALLING CONTRACTOR TO DETERMINE APPROPRIATE POWER FEED AND POSITION AS APPROPRIATE PER FIELD CONDITIONS. POWER FEED IS TO BE CONCEALED FROM VIEW. 1. LUMINAIRE REQUIRES REMOTE POWER SUPPLY. LOCATE REMOTE DRIVER ABOVE ACT-1 CEILING. CONTRACTOR/ARCHITECT TO COORDINATE EXACT LUMINAIRE: LOCATIONS. 1. VODE 4FT. GRID -MOUNTED LOW PROFILE LINEAR LED CLS-48-HE64XH0-35K-F-TB9-WH-[POSITION]-[PO „ 4 -0 L x 0 - 0.77 W x 2. INSTALLING CONTRACTOR TO PROVIDE ALL MOUNTING 707-Z2-SL-4FT-(CEILING)-0-(POWER F3 LUMINAIRE MAIN LOBBY LUMINII WER FEED] LED, 3500K, 80 CRI 727 LM/FT 8W/LF 24VDC/120V REMOTE 0-lOV WHITE 0'-0.84"H HARDWARE, JOINERS, FEEDS, END CAPS, AND OTHER FEED)-AE-1-0-Z-HO-835-S535-0-WH DRIVER: PDCU-D SERIES DRIVER APPLICABLE ACCESSORIES FOR A COMPLETE WORKING 2. ARON SYSTEM. EZT1-F9-4FA-750-B1-35K8-DM-W 3. INSTALLING CONTRACTOR TO DETERMINE APPROPRIATE POWER FEED AND POSITION AS APPROPRIATE PER FIELD CONDITIONS. POWER FEED IS TO BE CONCEALED FROM VIEW. 1. LUMINAIRES TO BE PROVIDED AS CONTINUOUS ROWS PER OPTIMAL MANUFACTURER CONFIGURATION. BREAK LINES ON EV3WW-935-29FT-CONTINUOUS UNIVERSAL 0-lOV „ 0 3 W PLANS FOR REFERENCE ONLY. PROVIDE SHOP DRAWINGS FOR 1. LUMENWERX VIA3R-D-WR02-NA-SW-90-350-35-(LENGTH)-UNV-DI-IC-TB9-W F4 3 IN. RECESSED LED LINEAR WALL WASH MAIN LOBBY PINNACLE ROW-GB-U-FSD-1-W LED, 3500K, 90 CRI 352 LM/FT 6W/LF (120-277V) INTEGRAL (TO 1%) V�/HITE HOUSING: 0'-5 1/8" D REVIEW AND FINAL APPROVAL PRIOR TO FABRICATION. 2. INTERLUX 2 LINEAR LENGTHS INDICATED ARE DIAGRAMATIC. REFER TO WG-60PTLWW-RGT9-S-(LENGTH)-935-LML-WW-P2-E1-W-W ARCHITECTURAL/INTERIORS DIMENSIONED RCPS FOR EXACT LENGTHS. 1. FOCAL POINT 0'-5 1/2" DIA HOUSING: FLC4D-RO-SW-1000L-120V-LZI-IC HOUSING: SD4DR-L1-35-D101-WFL 0-lOV HOUSING: 1'-1 1/2" L x TRIM/MODULE: LC4-RO-1000L-35K-DSS-VWFL-WH-WP F5 4 IN. APERATURE RECESSED LED DOWN LIGHT CORRIDORS INTENSE REFLECTOR:IC432-HZ-SFW-CR LED, 3500K, 80 CRI 900 LM 10W 120V INTEGRAL (TO 1%) WHITE 1'-0 3/8" W x 0' - 5 2. LUMENWERX 25/32" D HOUSING: AE4RR-TRM-SW-OF-ASB-120V-14W-D1 LIGHT &BAFFLE: AE4RRB-SW-14W-80--80-35-TRM-SDL-FTMW-FTMW-NA 1. ZUMTOBEL 5 FT. SUSPENDED LINEAR DIRECT -INDIRECT RP13-B-FF-DG-05-03-L35-1C-UNV-D-W-W-GP/120- UNIVERSAL 0-10V 5'-0" L x 0'- 1 5/8" W x 0' SL3I-1.5-PA-60-N-C-05-P-04-B-9-35-U-W-N F6A PENDANT URGENT CARE LOBBY NULITE 5 LED, 3500K, 80 CRI 1747 LM/FT 15W/LF (120-277V) INTEGRAL (TO 1%) WHITE - 3 1/8" D 2. LUMENWERX VIA1.5P-DI-HLO-FH-WI02-SW-80-500-350-35-5FT-UNV-DI-IC-ACS- W 1. ZUMTOBEL RP13-B-FF-DG-08-03-L35-1C-UNV-D-W-W-GP/120- UNIVERSAL 0-10V 5'-0" L x 0'- 1 5/8" W x 0' SL3I-1.5-PA-60-N-C-07-P-04-B-9-35-U-W-N F6B SAME AS F6B EXCEPT OUTPUT URGENT CARE LOBBY NULITE 5 LED, 3500K, 80 CRI 2258 LM/FT 19W/LF (120-277V) INTEGRAL (TO 1%) WHITE - 3 1/8" D 2. LUMENWERX VIA1.5P-DI-HLO-FH-WI02-SW-80-750-350-35-5FT-UNV-DI-IC-ACS- W 1. LUMINAIRES TO BE PROVIDED AS CONTINUOUS ROWS PER OPTIMAL MANUFACTURER CONFIGURATION. PROVIDE SHOP 1. AXIS N2-SMC SURFACE MOUNT CEILING MOD-CR DRAWINGS FOR REVIEW AND FINAL APPROVAL PRIOR TO g2SQLED-500-90-35-NW-(LENGTH)-W-UNV-DP-1 F7A CEILING MOUNTED LINEAR DOWNLIGHT CORRIDOR WAITING AREA ECOSENSE (CONTINUOUS)-935-VL-N-ID-SC-MF LED, 3500K, 90 CRI 497 LM/FT 4W/LF 120V INTEGRAL 0-lOV SATIN WHITE 0'-2 3/5" W x 0' 2 3/5" H FABRICATION. 2, SOLAIS 2. LINEAR LENGTHS INDICATED ARE DIAGRAMATIC. REFER TO STR8-(LENGTH)-DFN-35-9-50-0-0-0-0-UNV-PW-I-SM ARCHITECTURAL/INTERIORS DIMENSIONED RCPS FOR EXACT LENGTHS. 1. LUMINAIRES TO BE PROVIDED AS CONTINUOUS ROWS PER OPTIMAL MANUFACTURER CONFIGURATION. PROVIDE SHOP 1. AXIS DRAWINGS FOR REVIEW AND FINAL APPROVAL PRIOR TO B2SQWDLED-500-90-35-NW-(LENGTH)-W-UNV-DP-1 F7B SAME AS F7A EXCEPT MOUNTING ELEVATOR LOBBY ECOSENSE N2-SMS-CR (CONTINUOUS)-935-VL-N-ID-SC-MF LED, 3500K, 90 CRI 497 LM/FT 4W/LF 120V INTEGRAL 0-10V SATIN WHITE 0'-2 3/5" W x 0' 2 3/5" H FABRICATION. 2. SOLAIS 2. LINEAR LENGTHS INDICATED ARE DIAGRAMATIC. REFER TO STR8-(LENGTH)-DFN-35-9-50-0-0-0-0-UNV-PW-I-WM ARCHITECTURAL/INTERIORS DIMENSIONED RCPS FOR EXACT LENGTHS. 1. LUMINAIRES TO BE PROVIDED AS CONTINUOUS ROWS PER OPTIMAL MANUFACTURER CONFIGURATION. PROVIDE SHOP 1. AXIS N2-SMC SURFACE MOUNT CEILING MOD-CR DRAWINGS FOR REVIEW AND FINAL APPROVAL PRIOR TO g2SQLED-500-90-35-GZ-(LENGTH)-W-UNV-DP-1 F7C SAME AS F7A EXCEPT OPTIC URGENT CARE LOBBY ECOSENSE (CONTINUOUS)-935-VL-G-ID-SC-MF LED, 3500K, 90 CRI 535 LM/FT 4W/LF 120V INTEGRAL 0-lOV SATIN WHITE 0'-2 3/5" W x 0' 2 3/5" H FABRICATION. 2. SOLAIS 2. LINEAR LENGTHS INDICATED ARE DIAGRAMATIC. REFER TO STR8-(LENGTH)-DFN-35-9-50-0-0-0-0-UNV-PW-I-SM ARCHITECTURAL/INTERIORS DIMENSIONED RCPS FOR EXACT LENGTHS. 1. TRACK TO BE INTEGRATED INTO PAINTED MDF TRIM. REFER TO ARCHITECTURAL DETAILS. 2. INSTALLING CONTRACTOR TO PROVIDE ALL MOUNTING HARDWARE, JOINERS, FEEDS, END CAPS, AND OTHER APPLICABLE TRACK ACCESSORIES FOR A COMPLETE WORKING TRACK: PT-2R-14-180-BK SYSTEM. WALL MOUNTED LED TRACK WITH ADJUSTABLE TBD MODULES: 3. LUMINAIRES TO BE AIMED AND ADJUSTED IN THE FIELD F8 SPOT LIGHTS URGENT CARE LOBBY ARTWORK PURE EDGE HEADS: T24-RADL-WF-35K-BK LED, 3500K, 90 CRI 1148 LM 60W 24VDC/120V REMOTE 0-lOV ARCHITECT 0'-2.34"W x 0'-7.6" H 4. TRACK TO BE INTEGRATED INTO PAINTED MDF TRIM. REFER TO ELEVATION 5/I-8.3 FOR ADDITIONAL DRIVER: PSB-60W-010-24VDC INFORMATION. 5. LUMINAIRE REQUIRES REMOTE POWER SUPPLY. POWER SUPPLY TO BE LOCATED IN AN ACCESSIBLE LOCATION WITH PASSIVE VENTILATION. FINAL LOCATION TO BE COORDINATED WITH INTERIOR DESIGNER, INSTALLING CONTRACTOR, AND LIGHTING CONSULTANT. U w �� �O V CV C/') � LLJ O z� V Qa s� +� N CV � � � N � N O O� m � � HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LUMINAIRE SCHEDULE RESUB Apr 10 2023 CITY OF EDMONDS /� DEVELOPMENT SERVICES E 0 ■ / � O DEPARTMENT © 2018, JPC ARCHITECTS, LLC RUShING M CV O CV M N O CV V General Notes: 1. EMERGENCY EGRESS LIGHTING TO BE WIRED TO GENERATOR UNLESS OTHERWISE NOTED. PROVIDE UL924 BYPASS RELAYS AS REQUIRED TO ALLOW NORMAL AND EMERGENCY POWER LIGHTING TO BE CONTROLLED UNDER SINGLE ZONE AND EMERGENCY LIGHTING TO AUTOMATICALLY RAISE TO 100% POWER DURING POWER LOSS. 2. ALL LUMINAIRE FINISHES TO BE VERIFIED BY ARCHITECT/INTERIOR DESIGNER. 3. CONTRACTOR TO SIZE REMOTE POWER SUPPLIES/WIRE GAUGE AS REQUIRED. 4. CONTRACTOR TO LOCATE REMOTE POWER SUPPLIES PER MANUFACTURER RECOMMENDED DISTANCES TO MINIMIZE VOLTAGE DROP. 5. CCT =CORRELATED COLOR TEMPERATURE (MASURED IN KELVIN, K) 6. CRI =COLOR RENDERING INDEX (HIGHER NUMBER IS BETTER RENDERING) LUMENS TYPE DESCRIPTION LOCATION MANUFACTUR PRODUCT NO. LAMP, CCT, CRI (DELIVERE WATTS VOLTAGE DRIVER DIMMING FINISH SIZE NOTES ALTERNATES ER D) 1. LUMINAIRE REQUIRES REMOTE POWER SUPPLY. POWER SUPPLY TO BE LOCATED IN AN ACCESSIBLE LOCATION WITH PASSIVE VENTILATION. FINAL LOCATION TO BE COORDINATED WITH INTERIOR DESIGNER, INSTALLING CONTRACTOR, AND LIGHTING CONSULTANT. 2. INSTALLING CONTRACTOR TO PROVIDE ALL MOUNTING 1. QTRAN FIXTURE: L09-I-120-09-35-90-CV24-ASYM HARDWARE JOINERS FEEDS END CAPS AND OTHER VERS-09-SW-6.OHE-35-DRY-ASYM-(POWER F9 EXTRUSION MOUNTED ASYMMETRIC LOW PROFILE CORRIDOR WAITING AREA ECOSENSE EXTRUSION: L09-A-DUSTCVR-ASYM-62IN. LED, 3500K, 95 CRI 696 LM/FT 9W/LF 24VDC/120V REMOTE 0-10V WHITE 0'-0.933"W x 0'-0.64" H APPLICABLE ACCESSORIES FOR A COMPLETE WORKING FEED)-WH-CL2-CC-WH-(LENGTH) LINEAR LED WITH DUST COVER SKYLIGHTS DRIVER SYSTEM. 2.LUMINII 3. LUMINAIRES TO BE PROVIDED AS CONTINUOUS ROWS PER FOT-HO-35-(POWER FEED) -(LENGTH) OPTIMAL MANUFACTURER CONFIGURATION. BREAK LINES ON PLANS FOR REFERENCE ONLY. PROVIDE SHOP DRAWINGS FOR REVIEW AND FINAL APPROVAL PRIOR TO FABRICATION. 4. LINEAR LENGTHS INDICATED ARE DIAGRAMATIC. REFER TO ARCHITECTURAL/INTERIORS DIMENSIONED RCPS FOR EXACT LENGTHS. 1. LITHONIA F10 SURFACE MOUNT LED 2X2 TROFFER ELECTRICAL ROOM METALUX 22CZ2-32-UNV-L835-UNV-CDI-U LED, 3500K, 80 CRI 3272 LM 24W UNIVERSAL INTEGRAL 0-10V WHITE 1'-11 3/4" L x 1'-11 3/4" 2BLTX-33L-ADP-MVOLT-EZI-LP835 (120-277V) W x 0' 3 1/4" D 2. COLUMBIA LCAT22-35-M L-SM-ED-U EXIT LIGHTING CLEAR (SINGLE) 1. PROVIDE EMERGENCY BATTERY BACK-UP. X1 EDGE -LIT LED EXIT SIGN FRONT -OF -HOUSE GENERAL ISOLITE UEL-EM-GREEN-IC2M-MTEBR LED N/A 3W UNIVERSAL (120-277V) 3W N/A MIRROR (DOUBLE) 2. SPECIFICATION INCLUDES SINGLE FACE CLEAR LENS AND GREEN DOUBLE FACE MIRRORED LENS. LETTERS X2 SAME AS X1 EXCEPT WALL MOUNTED FRONT -OF -HOUSE GENERAL ISOLITE UEL-EM-GREEN-IC2M-MTEBR LED N/A 3W UNIVERSAL 3W N/A CLEAR 1. PROVIDE EMERGENCY BATTERY BACK-UP. (120-277V) (SINGLE)... 2. SPECIFICATION INCLUDES SINGLE FACE CLEAR LENS AND... U w �O V CV N C/') � W � z� V Qa s� +� N CV � � � N � N O O� m � � HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LUMINAIRE SCHEDULE E0.6 RESUB Apr 10 2023 CITY OF EDMONDS 1 DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U Ln M CV O CV M N O CV V LIGHTING CONTROL SEQUENCE OF OPERATIONS GENERAL NOTES 1. LIGHTING CONTROL SYSTEM TO BE BASED ON WEC2018. 2. LUMINAIRES IN PRIMARY AND SECONDARY DAYLIGHT ZONES TO AUTOMATICALLY DIM FROM 100% POWER TO 15% POWER (MAXIMUM DIMMING THRESHOLD) WHEN PHOTOCELL DETECTS ADEQUATE DAYLIGHT AS DESCRIBED BELOW. BASELINE DESIGNED LIGHT LEVELS SHALL BE DETERMINED BY RECORDING ILLUMINANCE LEVELS WITH ALL LIGHTS ON AT 100% POWER, IN ANON -DAYLIGHT SETTING. AUTOMATIC DAYLIGHT DIMMING SHALL OCCUR WHEN LIGHT LEVELS SHALL MEET OR EXCEED BASELINE DESIGN LEVELS. 3. ELECTRICAL CONTRACTOR AND SELECTED LIGHTING CONTROL MANUFACTURER TO PROVIDE SHOP DRAWINGS AND WIRING DIAGRAMS BASED ON LIGHTING CONTROL SEQUENCE OF OPERATIONS (S00). SHOP DRAWINGS SHALL INCLUDE RECOMMENDED QUANTITIES AND LOCATIONS FOR SENSORS, RELAYS, PANELS, SWITCHES, AND OTHER EQUIPMENT REQUIRED TO ACHIEVE CONTROL FUNCTIONS DESCRIBED IN SEQUENCE SCHEDULE. MANUFACTURER RECOMMENDATIONS SHALL SUPERSEDE SENSOR QUANTITIES AND LOCATIONS ILLUSTRATED ON LIGHTING PLANS. 4. ALL INTELLIGENT CONTROLS SHALL BE DIGITAL AND MAY BE TIED TO A NETWORK BACKBONE AS NOTED IN SEQUENCE SCHEDULE. STANDALONE LIGHTING CONTROLS CAN BE LOW VOLTAGE OR LINE VOLTAGE (AS REQUIRED PER FUNCTIONS IN SCHEDULE) AND ARE NOT TIED TO A NETWORK BACKBONE. 5. ALL LIGHTING CONTROL DEVICES SHALL BE COMPATIBLE WITH TYPES OF DIMMING NOTED IN APPROVED LIGHTING PRODUCT SUBMITTAL PACKAGE. LIGHTING PRODUCT SUBMITTAL SHALL BE APPROVED BY LIGHTING DESIGNER AND ARCHITECT /INTERIOR DESIGNER. 6. PROVIDE UL924 BYPASS RELAY DEVICES FOR ALL DESIGNATED EMERGENCY EGRESS LIGHTING TO ALLOW ILLUMINATION TO RAISE TO FULL OUTPUT DURING AN EVENT OF POWER LOSS. 7. CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING TO REVIEW LIGHTING CONTROL SHOP DRAWINGS WITH THE MANUFACTURER AGENT (INCLUDING DESIGNER/ENGINEER - AS NEEDED) PRIOR TO PRODUCT RELEASE. 8. DIGITAL PLUG LOAD CONTROLLERS TO BE PROVIDED IN SPACES BELOW WHEN CONTROLLED RECEPTACLES ARE INDICATED ON ELECTRICAL PLANS. 9. TIMECLOCK SCHEDULE TO BE ALTERABLE VIA ONLINE PORTAL AND TOUCHSCREEN. URGENT CARE LOBBY TO OPERATE ON A SEPARATE SCHEDULE FROM THE REST OF THE FACILITY. TIMECLOCK SCHEDULES TO BE DETERMINED BY OWNER AND FACILITY MANAGEMENT. 10. LIGHTING CONTROL PROGRAMMING AND OWNER TRAINING FOR CONTROL SYSTEM SHOULD BE INCLUDED IN CONTRACTOR BASE BID AND NOT BE INCLUDED AS A CHANGE ORDER. 11. PRICE AS ADD/ALTERNATE: REMOTE MONITORING, LOGGING, AND CONTROL OF NETWORKED LIGHTING SYSTEM TO BE ACCESSIBLE VIA ONLINE PORTAL. 12. EC TO DECOMISSION EXISITING SYSTEM AS NECESSARY. NEW WIRING AND LIGHTING CONTROLS TO BE PROVIDED AS REQUIRED TO MEET WSEC 2018 CODE REQUIREMENTS AND FUNCTIONS AS NOTED IN SEQUENCE BELOW. 13. EXISTING CONTROLS ARE NOT FIELD VERIFIED. EC TO CONFIRM AS NECESSARY. SPACE TYPE CONTROL TYPE NETWORK (TOPOLOGY) USER INTERFACE LIGHTING CONTROL ZONES FUNCTION TIMECLOCK: ALL LIGHTING TO BE CONTROLLED BY TIMECLOCK WITH THE EXCEPTION OF STANDALONE AREAS AS NOTED. HOURS TO BE CONFIRMED BY OWNERSHIP AND FACILITIES TEAM. MANUAL OVERRIDE AND DIMMING BY DIGITAL TOUCH SCREEN IN THE EXISTING ELECTRICAL ROOM ON FLOOR 1 AS CONFIRMED BY OWNER/DESIGN TEAM. TOUCH SCREEN TO HAVE PASSWORD LOCK. OCCUPANCY SENSORS: ALL LIGHTING TO BE CONTROLLED BY OCCUPANCY SENSORS OUTSIDE OF TIMECLOCK HOURS. OCCUPANCY SENSORS TO BE GROUPED INTO THE FOLLOWING ZONES: ZONE A: OPEN STAIRS, MAIN LOBBY, LEVEL 1 ELEVATOR LOBBY, LEVEL 2 ELEVATOR LOBBY ZONE B: LEVEL 1 CORRIDOR ZONE C: LEVEL 2 CORRIDOR AND SKYLIGHT JUNCTIONS ZONE D: LEVEL 2 URGENT CARE LOBBY LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE TIMECLOCK TO 50% OUTPUT UPON MOTION ACTIVATION. INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO PROVIDE THE FOLLOWING DIMMING ZONES FOR PRE-SET SCENE SELECTION AND HIGH OPEN STAIRS DAYLIGHT SENSOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR END TRIM. MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE BUILDING HEAD END. EQUIVALENT Z10: F2 -SURFACE MOUNT DOWNLIGHTS ABOVE STAIRS WITH C405.2.3. OCCUPANCY SENSOR DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LUMINAIRES IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE MANUAL ON/OFF OVERRIDE SWITCH ADJACENT TO ELECTRICAL &MECHANICAL ROOMS N/A STANDALONE CONTROL, ON/OFF PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL LUMINAIRES WITHIN ROOM /SPACE. ROOM ENTRY. NO AUTOMATIC CONTROLS WILL BE PROVIDED IN NON -NETWORKED. UTILITY SPACES FOR OCCUPANT SAFETY. LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE TO 50% OUTPUT UPON MOTION ACTIVATION. PROVIDE THE FOLLOWING DIMMING ZONES FOR PRE-SET SCENE SELECTION AND HIGH TIMECLOCK MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO END TRIM. WITH C405.2.3. MAIN LOBBY DAYLIGHT SENSOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR Z1: F2 -SURFACE MOUNT DOWNLIGHTS BUILDING HEAD END. EQUIVALENT Z2: F3 -COVE MOUNT LINEAR F4 LUMINAIRE TO BE PROGRAMMED TO SEPARATE DIMMABLE OCCUPANCY SENSOR Z3: F4 -RECESSED LINEAR WALL WASH CONTROL ON TOUCH SCREEN. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING PROVIDE THE FOLLOWING DIMMING ZONES FOR PRE-SET SCENE SELECTION AND HIGH OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE END TRIM. TO 50% OUTPUT UPON MOTION ACTIVATION. TIMECLOCK Z4: F6B -SUSPENDED LINEAR PENDANTS MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO Z5: F6B -SUSPENDED LINEAR PENDANTS WITH C405.2.3. URGENT CARE LOBBY DAYLIGHT SENSOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR Z6: F6C -SUSPENDED LINEAR PENDANTS BUILDING HEAD END. EQUIVALENT Z7: F7B -SURFACE MOUNTED LINEAR F8 LUMINAIRES TO BE PROGRAMMED TO SEPARATE DIMMABLE OCCUPANCY SENSOR Z8: F8 -TRACK MOUNTED ADJUSTABLE ART LIGHT CONTROL ON TOUCH SCREEN. Z9: F1A -RECESSED LINEAR DOWNLIGHT DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) U w �� �o V CV �/ N � I_J_ �� wo z� V Qa s� +� � CV � � � � a� om o� •. HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LIGHTING SEQUENCE OF OPERATIONS RESUB Apr 10 2023 CITY OF EDMONDS E 0 ■ � ODEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC M CV O CV M N O CV V LIGHTING CONTROL SEQUENCE OF OPERATIONS GENERAL NOTES 1. LIGHTING CONTROL SYSTEM TO BE BASED ON WEC2018. 2. LUMINAIRES IN PRIMARY AND SECONDARY DAYLIGHT ZONES TO AUTOMATICALLY DIM FROM 100% POWER TO 15% POWER (MAXIMUM DIMMING THRESHOLD) WHEN PHOTOCELL DETECTS ADEQUATE DAYLIGHT AS DESCRIBED BELOW. BASELINE DESIGNED LIGHT LEVELS SHALL BE DETERMINED BY RECORDING ILLUMINANCE LEVELS WITH ALL LIGHTS ON AT 100% POWER, IN ANON -DAYLIGHT SETTING. AUTOMATIC DAYLIGHT DIMMING SHALL OCCUR WHEN LIGHT LEVELS SHALL MEET OR EXCEED BASELINE DESIGN LEVELS. 3. ELECTRICAL CONTRACTOR AND SELECTED LIGHTING CONTROL MANUFACTURER TO PROVIDE SHOP DRAWINGS AND WIRING DIAGRAMS BASED ON LIGHTING CONTROL SEQUENCE OF OPERATIONS (S00). SHOP DRAWINGS SHALL INCLUDE RECOMMENDED QUANTITIES AND LOCATIONS FOR SENSORS, RELAYS, PANELS, SWITCHES, AND OTHER EQUIPMENT REQUIRED TO ACHIEVE CONTROL FUNCTIONS DESCRIBED IN SEQUENCE SCHEDULE. MANUFACTURER RECOMMENDATIONS SHALL SUPERSEDE SENSOR QUANTITIES AND LOCATIONS ILLUSTRATED ON LIGHTING PLANS. 4. ALL INTELLIGENT CONTROLS SHALL BE DIGITAL AND MAY BE TIED TO A NETWORK BACKBONE AS NOTED IN SEQUENCE SCHEDULE. STANDALONE LIGHTING CONTROLS CAN BE LOW VOLTAGE OR LINE VOLTAGE (AS REQUIRED PER FUNCTIONS IN SCHEDULE) AND ARE NOT TIED TO A NETWORK BACKBONE. 5. ALL LIGHTING CONTROL DEVICES SHALL BE COMPATIBLE WITH TYPES OF DIMMING NOTED IN APPROVED LIGHTING PRODUCT SUBMITTAL PACKAGE. LIGHTING PRODUCT SUBMITTAL SHALL BE APPROVED BY LIGHTING DESIGNER AND ARCHITECT /INTERIOR DESIGNER. 6. PROVIDE UL924 BYPASS RELAY DEVICES FOR ALL DESIGNATED EMERGENCY EGRESS LIGHTING TO ALLOW ILLUMINATION TO RAISE TO FULL OUTPUT DURING AN EVENT OF POWER LOSS. 7. CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING TO REVIEW LIGHTING CONTROL SHOP DRAWINGS WITH THE MANUFACTURER AGENT (INCLUDING DESIGNER/ENGINEER - AS NEEDED) PRIOR TO PRODUCT RELEASE. 8. DIGITAL PLUG LOAD CONTROLLERS TO BE PROVIDED IN SPACES BELOW WHEN CONTROLLED RECEPTACLES ARE INDICATED ON ELECTRICAL PLANS. 9. TIMECLOCK SCHEDULE TO BE ALTERABLE VIA ONLINE PORTAL AND TOUCHSCREEN. URGENT CARE LOBBY TO OPERATE ON A SEPARATE SCHEDULE FROM THE REST OF THE FACILITY. TIMECLOCK SCHEDULES TO BE DETERMINED BY OWNER AND FACILITY MANAGEMENT. 10. LIGHTING CONTROL PROGRAMMING AND OWNER TRAINING FOR CONTROL SYSTEM SHOULD BE INCLUDED IN CONTRACTOR BASE BID AND NOT BE INCLUDED AS A CHANGE ORDER. 11. PRICE AS ADD/ALTERNATE: REMOTE MONITORING, LOGGING, AND CONTROL OF NETWORKED LIGHTING SYSTEM TO BE ACCESSIBLE VIA ONLINE PORTAL. 12. EC TO DECOMISSION EXISITING SYSTEM AS NECESSARY. NEW WIRING AND LIGHTING CONTROLS TO BE PROVIDED AS REQUIRED TO MEET WSEC 2018 CODE REQUIREMENTS AND FUNCTIONS AS NOTED IN SEQUENCE BELOW. 13. EXISTING CONTROLS ARE NOT FIELD VERIFIED. EC TO CONFIRM AS NECESSARY. SPACE TYPE CONTROL TYPE NETWORK (TOPOLOGY) USER INTERFACE LIGHTING CONTROL ZONES FUNCTION LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE PROVIDE THE FOLLOWING DIMMING ZONES FOR PRE-SET SCENE SELECTION AND HIGH TO 50% OUTPUT UPON MOTION ACTIVATION. TIMECLOCK INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO END TRIM. LEVEL 1 ELEVATOR LOBBY DAYLIGHT SENSOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE Z11: F1B -RECESSED LINEAR DOWNLIGHT WITH C405.2.3. BUILDING HEAD END. EQUIVALENT OCCUPANCY SENSOR Z12: F1A -RECESSED LINEAR DOWNLIGHT Z14: F5 -RECESSED DOWNLIGHT DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE TO 50% OUTPUT UPON MOTION ACTIVATION. TIMECLOCK INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO PROVIDE THE FOLLOWING DIMMING ZONES FOR PRE-SET SCENE SELECTION AND HIGH LEVEL 2 ELEVATOR LOBBY DAYLIGHT SENSOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR END TRIM. MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE WITH C405.2.3. BUILDING HEAD END. EQUIVALENT OCCUPANCY SENSOR Z15: F1A -RECESSED LINEAR DOWNLIGHT DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE TO 50% OUTPUT UPON MOTION ACTIVATION. TIMECLOCK INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO PROVIDE ONE CONTROL ZONE FOR ALL LUMINAIRES WITHIN ROOM/SPACE FOR PRESET MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE LEVEL 1 CORRIDOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR OCCUPANCY SENSOR BUILDING HEAD END. EQUIVALENT SCENE SELECTION AND HIGH END TRIM. WITH C405.2.3. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LUMINAIRES IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE TO 50% OUTPUT UPON MOTION ACTIVATION. TIMECLOCK INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO PROVIDE ONE CONTROL ZONE FOR ALL LUMINAIRES WITHIN ROOM/SPACE FOR PRESET MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE LEVEL 2 CORRIDOR DAYLIGHT SENSOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR SCENE SELECTION AND HIGH END TRIM. WITH C405.2.3. BUILDING HEAD END. EQUIVALENT OCCUPANCY SENSOR DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LUMINAIRES IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) LUMINAIRES TO BE ON OCCUPANCY SENSOR CONTROL DURING OFF TIME CLOCK HOURS. LUMINAIRES TO AUTOMATICALLY RAISE PROVIDE THE FOLLOWING DIMMING ZONES FOR PRE-SET SCENE SELECTION AND HIGH TO 50% OUTPUT UPON MOTION ACTIVATION. TIMECLOCK END TRIM. INTELLIGENT CONTROL, NETWORKED ACUITY FRESCO LEVEL 2 CORRIDOR SKYLIGHT DAYLIGHT SENSOR WITHIN ROOM/SPACE. TIED TO TOUCHSCREEN OR Z17: F9 -COVER MOUNTED LINEAR MANUAL OVERRIDE CONTROLS TO BE PROVIDED IN COMPLIANCE JUNCTIONS WITH C405.2.3. BUILDING HEAD END. EQUIVALENT Z18: F7B -SURFACE MOUNTED LINEAR OCCUPANCY SENSOR Z19: F9 -COVER MOUNTED LINEAR DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LUMINAIRES Z20: F7B -SURFACE MOUNTED LINEAR IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) U w �� �o V CV �/ a� � LL �� wo z� V Qa s� +� � CV � a� � a� om o� •. HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LIGHTING SEQUENCE OF OPERATIONS E0.7 RESUB Apr 10 2023 CITY OF EDMONDS 1 DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U � LIGHTING CONTROL SEQUENCE OF OPERATIONS Cl� GENERAL NOTES 1. LIGHTING CONTROL SYSTEM TO BE BASED ON WEC2018. r 1 2. LUMINAIRES IN PRIMARY AND SECONDARY DAYLIGHT ZONES TO AUTOMATICALLY DIM FROM 100% POWER TO 15% POWER (MAXIMUM DIMMING THRESHOLD) WHEN PHOTOCELL DETECTS ADEQUATE DAYLIGHT AS DESCRIBED BELOW. BASELINE DESIGNED LIGHT LEVELS SHALL BE DETERMINED BY RECORDING ILLUMINANCE LEVELS WITH ALL LIGHTS ON AT 100% POWER, IN ANON -DAYLIGHT SETTING. AUTOMATIC DAYLIGHT DIMMING SHALL OCCUR WHEN LIGHT LEVELS SHALL MEET OR EXCEED BASELINE DESIGN LEVELS. 3. ELECTRICAL CONTRACTOR AND SELECTED LIGHTING CONTROL MANUFACTURER TO PROVIDE SHOP DRAWINGS AND WIRING DIAGRAMS BASED ON LIGHTING CONTROL SEQUENCE OF OPERATIONS (S00). SHOP DRAWINGS SHALL INCLUDE RECOMMENDED QUANTITIES AND LOCATIONS FOR SENSORS, RELAYS, PANELS, SWITCHES, AND OTHER EQUIPMENT REQUIRED TO ACHIEVE CONTROL FUNCTIONS DESCRIBED IN SEQUENCE SCHEDULE. MANUFACTURER RECOMMENDATIONS SHALL SUPERSEDE SENSOR QUANTITIES AND LOCATIONS ILLUSTRATED ON LIGHTING PLANS. 4. ALL INTELLIGENT CONTROLS SHALL BE DIGITAL AND MAY BE TIED TO A NETWORK BACKBONE AS NOTED IN SEQUENCE SCHEDULE. STANDALONE LIGHTING CONTROLS CAN BE LOW VOLTAGE OR LINE VOLTAGE (AS REQUIRED PER FUNCTIONS IN SCHEDULE) AND ARE NOT TIED TO A NETWORK BACKBONE. �o 5. ALL LIGHTING CONTROL DEVICES SHALL BE COMPATIBLE WITH TYPES OF DIMMING NOTED IN APPROVED LIGHTING PRODUCT SUBMITTAL PACKAGE. LIGHTING PRODUCT SUBMITTAL SHALL BE APPROVED BY LIGHTING DESIGNER AND ARCHITECT /INTERIOR DESIGNER. N V �/ a� 6. PROVIDE UL924 BYPASS RELAY DEVICES FOR ALL DESIGNATED EMERGENCY EGRESS LIGHTING TO ALLOW ILLUMINATION TO RAISE TO FULL OUTPUT DURING AN EVENT OF POWER LOSS. LL � � � 0 7. CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING TO REVIEW LIGHTING CONTROL SHOP DRAWINGS WITH THE MANUFACTURER AGENT (INCLUDING DESIGNER/ENGINEER - AS NEEDED) PRIOR TO PRODUCT RELEASE. Z 8. DIGITAL PLUG LOAD CONTROLLERS TO BE PROVIDED IN SPACES BELOW WHEN CONTROLLED RECEPTACLES ARE INDICATED ON ELECTRICAL PLANS. Q V 9. TIMECLOCK SCHEDULE TO BE ALTERABLE VIA ONLINE PORTAL AND TOUCHSCREEN. URGENT CARE LOBBY TO OPERATE ON A SEPARATE SCHEDULE FROM THE REST OF THE FACILITY. TIMECLOCK SCHEDULES TO BE DETERMINED BY OWNER AND FACILITY MANAGEMENT. s N � a� 10. LIGHTING CONTROL PROGRAMMING AND OWNER TRAINING FOR CONTROL SYSTEM SHOULD BE INCLUDED IN CONTRACTOR BASE BID AND NOT BE INCLUDED AS A CHANGE ORDER. � � om o� 11. PRICE AS ADD/ALTERNATE: REMOTE MONITORING, LOGGING, AND CONTROL OF NETWORKED LIGHTING SYSTEM TO BE ACCESSIBLE VIA ONLINE PORTAL. 12. EC TO DECOMISSION EXISITING SYSTEM AS NECESSARY. NEW WIRING AND LIGHTING CONTROLS TO BE PROVIDED AS REQUIRED TO MEET WSEC 2018 CODE REQUIREMENTS AND FUNCTIONS AS NOTED IN SEQUENCE BELOW. 13. EXISTING CONTROLS ARE NOT FIELD VERIFIED. EC TO CONFIRM AS NECESSARY. SPACE TYPE CONTROL TYPE NETWORK (TOPOLOGY) USER INTERFACE LIGHTING CONTROL ZONES FUNCTION LUMINAIRES TO REMAIN ON 24 HOURS FOR SAFETY AND ELEVATOR THRESHOLDS N/A N/A N/A N/A SECURITY AND TO COMPLY WITH ASME 171.1 CODE MINIMUM LIGHT LEVELS. NO AUTOMATIC OR MANUAL OVERRIDE CONTROLS PROVIDED. EXTERIORS I EXTERIOR LIGHTING CURRENTLY UNDER DEVELOPMENT IN SEPARATE SET. EXTERIOR LIGHTING OVERRIDE AND TIMECLOCK TO BE TIED INTO INTERIOR TOUCHSCREEN CONTROL. M CV O CV M N O CV V •. HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LIGHTING SEQUENCE OF OPERATIONS RESUB Apr 10 2023 CITY OF EDMONDS E 0 ■ � DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U N O N M N O N LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: �2033 NEEA, All rights reserved Project &Applicant Information Project Title Kruger Building Remodel (Interiors) - 2018 WSEC For Building Department Use: Date • Apr Oi), 2023 Project Address 21600 Highway 99 Floors 1 & 2 Edmonds, WA 98026 Applicant Name Rushing Lighting Applicant Phone 206-285-7100 Applicant Email lighting@rushingco.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Healthcare, Urgent Care Building Cond. Floor Area 43,173 General Project Types Alteration New Building or Addition Li htin Sco a g g P Alteration Lighting Scope Interior Lighting Project Cond. Floor Area 4,468 Floors Above Grade 2 Compliance Method Compliance Method 1 -General Lighting Project Description Lighting Compliance Scope Project Type Interior /Exterior (Interior iuctudes both interior & parking) Luminaire Replacement Scope Compliance Method LPA Calculation Adjustment Compliance VeriScation and Method Alteration Interior Lighting 50% or more replaced Space by space No Calculation Adjustments allowed COMPLIES Additional EfSciency Options Included Project Tltle Kruger Building Remodel (Interiors) - 2018 WSEC Lighting Power Calculation ALTERATION -INTERIOR LIGHTING (50% or more replaced) Compliance Verification COMPLIES Compliance Method Space by space LPA Calculation Adjustment none Interior Lighting Power Allowance -Space by Space General Space Type Specific Space Type Ceiling Height (Ft) Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts (LPD +Display LPD) Compliance Status Electrical/mechanical 44 0.43 19 Lobby General 1,368 0.84 1,149 Lobby Elevator 428 0.65 278 Stairwell General 126 0.49 62 Healthcare facility Corridor 450 0.71 320 Healthcare facility Corridor 2,884 0.71 2,048 Healthcare facility Lounge/breakroom 450 0.42 189 Proposed Total LPD 3796 Totals 4,064 3,796 COMPLIES Proposed Lighting Power Density Fixture Type Fixture ID Quantity of Fixtures (#F) Watts or Wattage Limit per Fixture (WpF) Total Linear Feet (LF) Watts per Linear Foot (WpLF) Total Watts Proposed (#F x WpF) or (LF x WpLF) Individual Fixtures Decorative F8 WITH 60W DRIVER 2 60 120 Direct /indirect pendant F6A 3 51 153 Direct /indirect pendant F6B 5 73 365 Direct /indirect pendant F6C 3 96 288 Horizontal surface -mount F2 12 47 564 Horizontal surface -mount F3 2 38 76 Horizontal surface -mount F7 47 4 188 Horizontal surface -mount F7X 42 0 0.0 Horizontal surface -mount F9 95 9 855 Troffer F 1 OX 1 30 30 Recessed downlight F1A 45 19 855 Recessed downlight F1B 3 26 78 Recessed downlight FS 5 10 50 Wall wash F4 29 6 174 Proposed Total LPD 3796 Project Title Kruger Building Remodel (Interiors) - 2018 WSEC ate Apr 06, 2023 Proposed Fixtures Details ALTERATION -INTERIOR LIGHTING (50% or more replaced) Fixture Type/Application Fixture ID Location iu Documents Lamp Type New or Existing-to-K em u i n Individual Fixtures Decorative F8 WITH 60W DRIVER E3.02 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Direct /indirect pendant F6A E3.03 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Direct /indirect pendant F6B E3.03 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Duect /indirect pendant F6C E3.02 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface -mount F2 E3.02 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface -mount F3 E3.02 LED New Fixture Description: nre these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface -mount F7 E3.00 SERIES LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface -mount F7X E3.01, E3.02 LED New Fixture Description: EXEMPT C405.4.1.7 Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Horizontal surface -mount F9 E3.02 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Troffer F lOX E3.01 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Recessed downlight FIA E3.00 SERIES LED New Fixture Description: Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: Recessed downlight F1B E3.00 SERIES LEI) New Fixture Description: 1rc these fixtures located within a daylight zone?: U w �� VCV (/�) � Q LLJ � z� V Q s �--+ � CV � � � � � 0 D` m HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker Do these fixtures require specific application lighting controls?: NO.: 22-0302 Recessed downlight FS E3.00 SERIES LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: Wall wash F4 E3.02 LED New Fixture Description: Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls?: I I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LIGHTING SUMMARY FORMS RESUB Apr 10 2023 CITY OF EDMONDS E 0 ■ � ODEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U d N O N M N 0 N 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved The followin information is necessa to check a ermit a lication for com liance with the li htin s stems motors and electricals stem re uirements in the 9 rY p pp p 9 9 Y Y q Washin ton State Ener Code Commercial Provisions. 9 9Y For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Project: Kruger Building Remodel (Interiors) - 2018 WSEC 21600 Highway 99 Floors 1 & 2 Edmonds, WA 98026 Date: 2022-12-23 Applies Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes LIGHTING SCOPE NA C103.1 Construction For an alteration project, indicate if there is documents -General no lighting scope included in the project. LIGHTING CONTROLS YES C405.2 Lighting controls, For all lighting fixtures, indicate lighting E0.70, E3.00 SERIES general control method on plans for spaces and lighting zones) served, or exception taken YES C405.2.3 Manual controls Indicate on plans the method of manual E3.00 SERIES C405.2.3.1 lighting control, location of manual control C405.2.5 device and the area or specific application it serves YES C405.2.3.1 Manual interior light Indicate on plans which method of manual E0.70 C405.2.1.1 reduction controls 50% lighting load reduction is provided, or C405.2.4 indicate applicable exception YES C405.2. ] Method of automatic Indicate on plans the method of automatic E0.70 C405.2.2.1 shut-off control shut-off control during unoccupied periods C405.2.1, (occupancy sensor, time switch or digital Exception 3 timer switch) for all lighting zones YES C405.2.1 Occupant sensor Indicate on plans all luminaires that are E0.70 controls controlled by occupant sensor controls; indicate controls are configured to turn luminaires 100% off when the space is unoccupied YES C405.2.1 Occupant sensor Indicate if occupant sensor controls are E0.70 C405.2.1.1 controls configured to be manual on or automatic on to not more than 50% power; indicate spaces eligible for exception that allows automatic on to 100% power Page 1/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA Indicate method of manual lighting control and applicable automatic lighting control YES C405.2.5, Means of egress Identify on plans egress fixtures that function E3.00 SERIES Item 5 lighting as both normal and emergency means of egress illumination YES Provide calculation of lighting power density E0.80 SERIES of total egress lighting NA If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods NA Indicate method of automatic shut-off control YES C405.4.1 Lighting control of Indicate that exempt interior lighting E3.00 SERIES, E0.70 C405.4.2 exempt interior equipment and lighting located within spaces lighting that are eligible for a lighting power exemption are controlled independently from non-exempt and general area lighting YES C405.2.7 Area controls - Indicate locations) of master control E3.00 SERIES Master control switches) intended to control multiple switches and circuit independent switches; circuit breaker may not power limit be used as a master control switch YES Verify that no 20 amp circuit controlled by a E0.02 single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY CREDIT -ENHANCED INTERIOR LIGHTING CONTROLS Page 4/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved The followin information is necessa to check a ermit a lication for com liance with the li htin s stems motors and electricals stem re uirements in the 9 rY p pp p 9 9 Y Y q Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C405.2.1.2 Occupant sensor Indicate each aisleway and corridor within a controls -warehouses warehouse space are designated as separate spaces zones that are independently controlled NA Indicate occupant sensors are configured to automatically reduce lighting power by 50% when the zone is unoccupied and 100% off after the zone is unoccupied for over 20 minutes; indicate controls are configured to automatically restore lighting to full power when the zone or space is occupied NA C405.2.1.3 Occupant sensor For open plan office areas larger than 300 sf, controls -open plan indicate general lighting is provided with office areas vacancy controls that reduce lighting power by not less than 80% and are configured to turn luminaires ]00% off when the space is unoccupied; indicate that no individual control zone area exceeds 600 sf NA C405.2.1.5 Occupant sensor Indicate stairway lighting is provided with controls -enclosed vacancy controls that reduce lighting power by fire -rated stairwells not less than 50% when the stairway in unoccupied YES C405.2.2.1 Automatic time Indicate spaces on plans where time switch E0.70 switch controls controls turn luminaires 100% off during unoccupied hours YES Indicate spaces on plans where time switch E0.70 controls are configured to turn on lighting to full power versus 50% power YES Indicate locations of override switches on E3.00 SERIES plans and the lighting zones) served; indicate that the areas) served by each override switch does not exceeds 5,000 sf NA C405.2.1, Digital timer switch Indicate digital timer switch control includes: E3.00 SERIES Exception 3 manual on/off, time delay, audible and visual indication of impending time-out YES C405.2.4.2 Daylight zones - Indicate primary and secondary sidelit C405.2.4.3 Sidelit and toplit daylight zone floor areas on plans YES Indicate toplit daylight zone floor areas on E3.00 SERIES plans NA For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone floor area) where daylight responsive controls are not required, provide fenestration area to daylight zone floor area calculations) Page 2/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com INTERIOR LIGHTING POWER &EFFICACY YES C405.4.1 Total connected C405.4.2 interior lighting power YES YES Include all luminaires in interior lighting E0.60 SERIES fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's watts per fixture for the installed lamp Identify spaces eligible for lighting power E0.80 SERIES exemption on plans and in WSEC interior lighting compliance reports; indicate the exception applied Identify lighting equipment eligible for E0.80 SERIES lighting power exemption in fixture schedule and in WSEC interior lighting compliance reports; indicate the exception applied INTERIOR LIGHTING POWER CALCULATION -INDICATE COMPLIANCE PATH TAKEN NA C405.4.2.1 Building Area Demonstrate that total proposed wattage per Method building area does not exceed maximum allowed wattage per building area; identify locations of building areas on plans; provide WSEC exterior lighting compliance reports Page 5/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved The followin information is necessar to check a ermit a lication for com liance with the li htin s stems motors and electricals stem re uirements in the 9 Y p pp p 9 9 Y � Y q Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C405.2.4 Daylight responsive Indicate on plans lighting zones) served by E3.00 SERIES controls daylight responsive controls; indicate that the area served by each control device does not exceeds 2,500 sf NA Identify sidelit and toplit daylight zones that are not provided with daylight sensing controls and the exceptions) that apply YES C405.2.4.1.1 Daylight responsive Indicate on plans the lighting load reduction E0.70 controls method (continuous dimming, or stepped dimming that provides at least two even steps between 0%a-100% of rated power) YES C405.2.4.1 Daylight responsive Indicate that daylight sensing controls are E0.70 controls configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls - Identify spaces and lighting fixtures on plans Specific application that require specific application lighting lighting controls controls per this section YES C405.2.5, Display and accent Indicate on plans that manual controls are E3.00 SERIES Item 1 lighting provided that control display, accent lighting and display case lighting independently from both general area lighting and other lighting applications within the same space YES Indicate manual and automatic (occupant E0.70 sensor or time switch) lighting control methods NA C405.2.5, Supplemental task Indicate method and location of manual and Item 1 lighting automatic shut-off control (occupant sensor or time switch) for supplemental task lighting, including under -shelf or under -cabinet lighting NA C405.2.5, Lighting equipment Indicate on plans that lighting equipment for Item 1 for sale or sale or demonstration are controlled demonstration independently from both general area lighting and other lighting applications within the same space NA Indicate manual and automatic (occupant sensor or time switch) lighting control methods NA C405.2.5, Lighting for non- Identify all eligible non -visual lighting Item 4 visual applications applications on plans; indicate that the area served by each control device does not exceeds 4,000 sf NA Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space Page 3/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com YES C405.4.2.2 Space -By -Space Demonstrate that total proposed wattage does E3.00 SERIES, E0.80 Method not exceed maximum allowed wattage; SERIES identify locations of space types on plans, including retail display areas and areas with display, highlight and decorative lighting; provide WSEC exterior lighting compliance reports ADDITIONAL EFFICIENCY CREDITS -REDUCED INTERIOR LIGHTING POWER DENSITY NA C406.3.1 Reduced interior To comply with additional efficiency credit, C406.3.2 lighting power demonstrate that total connected interior density lighting wattage is 10% or 20% less than the total maximum allowed lighting wattage for the area the reduced lighting power credit is being applied to; indicate whether lighting power allowance is based on the building area method or space -by -space method; provide WSEC exterior lighting compliance reports D1:II Y� t?I [fa] tR w [!I I Y Y 1►tf'J IY1rir/ M tZ.7 M y y [��fYl EXTERIOR LIGHTING POWER CALCULATION Page 6/10 V I U W VCV Q (Ji � LJJ O z� V Q s � � CV � � � N � 0) O m O� �ercianfM r�rrW1W�� HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 04.06.23 Permit / DD Set Construction Documents JURISDICTION STAMP LIGHTING SUMMARY FORMS RESUB Apr 10 2023 CITY OF EDMONDS E 0 � � DEVELOPMENT SERVICES DEPARTMENT ■ © 2018, JPC ARCHITECTS, LLC i .. - -.. - - .. � . - -.. - - .. .. � . - -.. - - .. r ^ 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved �J J The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com U YES C503.6.3 Lighting panel Where a new interior and/or exterior lighting E0.70 SERIES alterations panel is installed or an existing panel is moved (all new raceway and conductor wiring), indicate all applicable lighting controls requirements apply YES C405. ] 1 Feeders and branch Provide documentation that demonstrates E0.01 circuits maximum voltage drop across feeders and branch circuits does not exceed 5% LIGHTING ALTERATIONS YES C503.6.1 Interior and parking Where ? 50% of existing luminaires in an E0.80 SERIES �O garage lighting interior space or parking gazage are replaced; NA C504.2 Lighting repairs Identify existing luminaires being upgraded r 1 O fixture alterations indicate compliance path (building azea or with bulb and / or ballast replacement; \v/ space -by -space method); include all new and indicate fixture alteration does not increase � +-+ existing -to -remain luminaires in WSEC existing fixture wattage � ' � interior lighting compliance reports; indicate (� � proposed lighting wattage does not exceed NA C505.1 Change of interior space use Identify spaces on plans where the building area type or space use type is being changed W maximum allowed per compliance path � O from one type to another per Tables z DD NA Where < 50% of existing luminaires in an C405.4.2(1) or (2) � � interior space or parking gazage are replaced; indicate total existing lighting wattage in each NA Indicate compliance method (building area or � Q Q space prior to alteration; include all new and space -by -space); include all new and existing- � s existing -to -remain luminaires in WSEC to -remain luminaires in WSEC interior N Qj interior lighting compliance reports; indicate lighting compliance reports; indicate proposed � � � proposed total lighting wattage in alteration lighting wattage does not exceed maximum � � area does not exceed total existing lighting allowed per compliance path wattage prior to alteration RECEPTACLES � � m Where >_ 50% of existing exterior lighting NA C405.10 Controlled Identify all controlled and uncontrolled wattage is replaced; include all new and receptacles receptacles on electrical plans in each space in existing -to -remain luminaires in WSEC which they are required; include receptacle exterior lighting compliance reports; indicate configuration such as spacing between proposed total exterior lighting wattage does controlled and uncontrolled, duplex devices, not exceed maximum allowed etc • � Where < 50% of existing exterior lighting NA Provide schedule that lists the number of wattage is replaced; indicate total existing controlled and uncontrolled receptacles in HEALTH COMMIS 5 I O N SERVING SOUTH SNOHOMISH COUNTV lighting wattage prior to alteration; include all each space where controlled receptacles are new and existing -to -remain luminaires in WSEC interior exterior compliance reports; required -classrooms, private offices, open DOCUMENTATION AND SYSTEM REQUHiEMENTS TO SUPPORT COMMISSIONING (CX) Kruger B u i I d i n g R e m o d e l office areas, conference rooms, co rooms, py NA C408.4 Scope of electrical Indicate that all electrical systems indicate proposed total exterior lighting does break rooms and modular power and lighting (receptacles, transformers, motors, vertical F I o o rs 1 & 2 wattage not exceed total existing wattage p artitions/workstations systems and horizontal transportation) for which the prior to alteration commissioning WSEC requires control functions and / or 216 0 0 Highway 9 9 YES C503.6.2 Interior lighting Where new wiring is installed to serve new E0.70 SERIES, E3.00 NA Indicate on plans the method of automatic contropl for each contprol�d receptacle zone confi ration to erform s ecific functions � P P wiring and circuiting interior luminaires and /or luminaires are SERIES (occu ant sensor or ro ammable time -of - are re aired to be commissioned q Edmonds , W A 9 8 0 2 6 alterations relocated to a new circuit; indicate manual day control); indicate that each zone served by NA Where total building lighting load is > 20 kW, and automatic lighting controls are provided a single controller does not exceed 5,000 sf or where total lighting load of luminaires (as applicable) -manual (C405.2.3); occupancy sensor (C405.2.1); light reduction requiring daylight sensing and / or occupancy (C405.2.3); daylight responsive (C405.2.4); control > 10 kW, indicate that all automatic specific application (C405.2.5) lighting control systems are required to be commissioned; or provide building lighting Where new wiring is installed to serve new NA C503.6.6 Electrical receptacle Where new receptacles are added or replaced power calculation demonstrating eligibility for DESIGN D es ig n e r exterior luminaires and /or luminaires are alerations within an alteration project that is 5,000 sf or exception DRAWN Autho r relocated to a new circuit; indicate automatic lighting larger, indicate receptacles are provided with YES C405.13 Commissioning Indicate Cx requirements in plans and E0.70 SERIES CHECKED C h ec ke r controls are provided (C405.2.6) automatic controls per C405.10, or exception C408.1.1 requirements in specifications for all applicable electrical and taken C408.1.2 construction lighting control systems per C408 NO.: 22-0302 MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION C408.1.4.2 documents C 103.6.3 Page 7/10 2018 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories &all R1 -- Administered by ©2022 NEEA, All rights reserved The following information is necessary to check a permit application for compliance with the lighting systems, motors and electrical system requirements in the Washington State Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com NA C408.1.2 Commissioning C408.1.2.1 requirements in C408.1.4 construction C 103.6.3 documents NA C408.1.2 C408.1.4 C 103.6.3 Commissioning requirements in construction documents YES C408.4.1 Functional performance testing criteria PROJECT CLOSE OUT DOCUMENTATION YES C103.6.3 Project close out documentation requirements If "no" is selected for any question, provide explanation. N O N M N 0 N Include general summary of Cx plan per C408.1.2 including: 1) Narrative description of activities; 2) Responsibilities of the Cx team; 3) Schedule of activities including verification of project close out documentation per C103.6; 4) Conflict of interest plan (if required) Include in general summary that a Cx project report and Compliance Checklist (Figure C408.1.4.1) shall be completed by the Certified Cx Professional and provided to the owner prior to the final electrical inspection Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems E0.60 SERIES, E0.70 SERIES, E3.00 SERIES Indicate in plans that project close out E0.80 series documentation is required including WSEC lighting compliance reports that document all interior and exterior lighting area and / or surface types, lighting power allowances and installed densities Page 10/10 Page 8/10 Page 9/10 I I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LIGHTING SUMMARY FORMS RESUB Apr 10 2023 CITY OF EDMONDS E 0 ■ � DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC O -- V - -_ w ,� - �.� _ i I � _ NEW EMERGENCY ELECTRICAL ROOM SHALL BE ON OTHER SIDE OF THIS WALL. IRT' - „��`- ' � ( � _ r � CONDUITS TO EXTERIOR GENERATOR APPROXIMATELY BEHIND '-�� � �.-'� THIS WALL. CONTRACTOR TO COORDINATE EXACT LOCATION-�"�',.� _ '�� _ i\ OF J-BOX ON OTHER SIDE OF WALL PRIOR TOINSTALLATION. - - � � '/Arv' N �_ •� BLOCKOUT AND SLEEVES FOR 1.5"C AND 2.5"C FOR PANELS LS1 1� AND OS1, RESPECTIVELY. ROUTE CONDUITS TIGHT TO CEILING AND INTO NEW EMERGENCY ELECTRICAL ROOM. � �'� Q GENERAL SHEET NOTES _ � , '� � z � _� � _ A. COORDINATE WITH ARCHITECT ON SURFACE -MOUNTED WORK PRIOR �- `� �`--' TO ROUGH -IN. �„ � �-: j Q Q ?� V - .! s .-� � � � � 1 � // � m ELECTRICAL SITE PLAN SCALE: 1" = 20'-0" " CV a7 L!j M N O CV V verc�antM ��.����. HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering -Essentials -Delivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 04.06.23 Permit / DD Set Construction Documents JURISDICTION STAMP ELECTRICAL SITE PLAN RESUB Apr 10 2023 CITY OF EDMONDS E 1 � 0 ODEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U SHEET NOTES 0 Ln CV O CV M N O CV V 1 CIRCUIT TRACE INDICATED RECEPTACLE FROM TENANT PANEL. RE-ROUTE WIRING FROM INDICATED RECEPTACLE TO NEW OPTIONAL STANDBY PANEL (OS1), AS SHOWN ON DETAIL 3, SHEET E2.01. CONCEAL NEW BRANCH CIRCUITS IN ACCESSIBLE CEILING WHERE POSSIBLE. 2 REPLACE EXISTING OUTLET WITH WHITE -COLORED OUTLET AND MATCHING WHITE PLATE. 3 REPLACE EXIST DRINKING FOUNTAIN IN PLACE WITH NEW (120V, 5 FULL LOAD AMPS). BOD: ELKAY LZSTL8WSLP. 4 PROVIDE CARD READER COMPATIBLE WITH BUILDING ACCESS CONTROL SYSTEM. COORDINATE MOUNTING AND WIRING REQUIREMENTS FOR CARD READER WITH PANIC HARDWARE AND BUILDING SYSTEMS. 5 PROVIDE ELECTRIC LOCKING HARDWARE ON PULL SIDE OF STAIRWELL DOORS. DURING FIRE ALARM EVENT, DOORS TO FAIL OPEN. COORDINATE WITH FIRE ALARM AND SECURITY SYSTEM CONTRACTORS FOR PROPER INTEGRATION. 6 DOORS EQUIPPED WITH PANIC HARDWARE AND MAGNETIC HOLD -OPENS. GENERAL SHEET NOTES A. COORDINATE WITH ARCHITECT ON SURFACE -MOUNTED WORK PRIOR TO ROUGH -IN. NEW ATS LS1— NEW PANEL LS1 NEW PANEL OS1 NEW ATS OS1� DEDICATED RECEPTACLE: HYPERBARIC CHAMBER (E) TIMECLOCK� (E) METERS CENTER #2 (E) METERS CENTER #1 NEW EMERGENCY ELECTRICAL ROOM -LEVEL 1 � EXIST MAIN ELECTRICAL ROOM -LEVEL 1 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" E) SPARE FUSE CABINET U w �� �O V CV N C/') � LLJ O z� V Qa s� +� � CV � � � N � N O O� m � � HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LEVEL 1 - P&LV PLAN E2.0 RESUB Apr 10 2023 CITY OF EDMONDS 1 DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U SHEET NOTES Ln CV O CV M N O CV V 1 CIRCUIT TRACE INDICATED RECEPTACLE FROM TENANT PANEL. RE-ROUTE WIRING FROM INDICATED RECEPTACLE TO NEW OPTIONAL STANDBY PANEL (OS1), AS SHOWN ON DETAIL 3, SHEET E2.01. CONCEAL NEW BRANCH CIRCUITS IN ACCESSIBLE CEILING WHERE POSSIBLE. 2 REPLACE EXISTING OUTLET WITH WHITE -COLORED OUTLET AND MATCHING WHITE PLATE. 3 PROVIDE ELECTRIC LOCKING HARDWARE ON PULL SIDE OF STAIRWELL DOORS. DOORS FAIL OPEN DURING FIRE ALARM EVENTS. COORDINATE WITH FIRE ALARM AND SECURITY SYSTEM CONTRACTORS FOR PROPER INTEGRATION. U w J �O o __ U CV � — � III � � .� � — C/') � 0 GENERAL SHEET NOTES z� A. COORDINATE WITH ARCHITECT ON SURFACE -MOUNTED WORK PRIOR TO ROUGH -IN. PARTIAL SUITE 270 � � � Q Q ?� NOT IN SCOPE OF WORK � s CV � �� �� � � > � N SUITE 280 � � m SUITE 280 PANED � � OS1/23 2 E OS1/9 SUITE 290 P, IL� I C DEDICATED RECEPTACLE: �1 MEDS REFRIGERATOR DEDICATED RECEPTACLE: MEDS REFRIGERATOR oslnl LEA 2 EAST - P&LV PLAN SCALE: 1/8" = 1'-0" „ � � HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LEVEL 2 EAST - P&LV PLAN RESUB Apr 10 2023 CITY OF EDMONDS DEVELOPMENT SERVICES E 2 � O 2 DEPARTMENT © 2018, JPC ARCHITECTS, LLC U SHEET NOTES Ln CV O CV M N O CV V 1 CIRCUIT TRACE INDICATED RECEPTACLE FROM TENANT PANEL. RE-ROUTE WIRING FROM INDICATED RECEPTACLE TO NEW OPTIONAL STANDBY PANEL (OS1), AS SHOWN ON DETAIL 3, SHEET E2.01. CONCEAL NEW BRANCH CIRCUITS IN ACCESSIBLE CEILING WHERE POSSIBLE. 2 REPLACE EXISTING OUTLET WITH WHITE -COLORED OUTLET AND MATCHING WHITE PLATE. 3 DOORS EQUIPPED WITH PANIC HARDWARE AND MAGNETIC HOLD -OPENS. DOORS REMAIN OPEN DURING BUSINESS HOURS AND CLOSED OUTSIDE REGULAR HOURS. OPENING DOOR FROM CARD READER SIDE DURING NON -BUSINESS HOURS WITHOUT USING CARD READER TRIGGERS FIRE ALARM. 4 PROVIDE CARD READER COMPATIBLE WITH BUILDING ACCESS CONTROL SYSTEM. COORDINATE MOUNTING AND WIRING REQUIREMENTS FOR CARD READER WITH PANIC HARDWARE AND BUILDING SYSTEMS. 5 PROVIDE ADA DOOR OPENER FOR EXISTING RESTROOM: COORDINATE POWER AND CONNECTION REQUIREMENTS WITH ARCHITECTURAL DETAILS AND DOOR HARDWARE SUPPLIER PRIOR TO ROUGH -IN. GENERAL SHEET NOTES A. COORDINATE WITH ARCHITECT ON SURFACE -MOUNTED WORK PRIOR TO ROUGH -IN. U w U Q u a /23 _ � � HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV �O 0 CV N C/') � W � z� Q� s +� � CV � � � N O � p. m Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 04.06.23 Permit / DD Set Construction Documents JURISDICTION STAMP LEVEL 2 W EST - P&LV PLAN RESUB Apr 10 2023 ^l CITY OF EDMONDS E 2 � O JDEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U GENERAL NOTES 0 0 M O N M N O N A. LIGHTING DRAWINGS AND SCHEDULES TO BE REVIEWED IN CONJUNCTION WITH LUMINAIRE CUT SHEET PACKAGE ADDENDUM / DIVISION 26 SPECIFICATIONS. B. REFER TO SHEET E0.60 SERIES FOR LUMINAIRE SCHEDULE. C. REFER TO SHEET E0.70 SERIES FOR LIGHTING CONTROL SEQUENCE OF OPERATIONS. D. EGRESS LIGHTING, INDICATED BY "X" DESIGNATION, TO BE CIRCUITED TO GENERATOR. PROVIDE UL924 BYPASS RELAYS TO ALLOW NORMAL AND EMERGENCY POWER LIGHTING TO BE CONTROLLED TOGETHER AND RAISE TO FULL OUTPUT DURING POWER LOSS EVENT. E. REFER TO ARCHITECTURAL AND INTERIOR DRAWINGS FOR LUMINAIRE MOUNTING DETAILS. INQUIRIES REGARDING LUMINAIRE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE LIGHTING DESIGNER AND ARCHITECT PRIOR TO PROCUREMENT. F. MOUNTING HEIGHTS ARE GIVEN TO BOTTOM OF LUMINAIRE, U.N.O. G. EXIT SIGN DISTANCES NOT TO EXCEED 100LF PER IBC REQUIREMENTS. SHEET NOTES 1 OCCUPANCY/VACANCY SENSOR MOUNTING DETAILS, PLACEMENT, AND QUANTITY TO BE COORDINATED WITH MANUFACTURER. SENSOR TO BE CENTERED WITHIN 24" GRID TILE WHERE APPLICABLE. TYP. 2 PROVIDE TOUCHSCREEN FOR MANUAL OVERRIDE AND DIMMING CONTROL OF FACILITY INTERIOR AND EXTERIOR LIGHTING. TOUCHSCREEN TO BE PASSWORD PROTECTED. TOUCHSCREEN TO BE LOCATED IN THE EXISTING LEVEL 1 ELECTRICAL ROOM AS DETERMINED BY ARCHITECT AND OWNERSHIP. 3 FIXTURE F7BX TO BE PROVIDED AS SINGLE CONTINUOUS FIXTURE WITH NO MANUAL OR AUTOMATIC OVERRIDE IN COMPLIANCE WITH ASME 171.1 CODE MINIMUM LIGHT LEVELS. REFER TO LIGHTING CONTROL SEQUENCE ON SHEET 0.70 SERIES. 4 CONTRACTOR TO PROVIDE, AND TO COORDINATE WITH ELEVATOR SUB -CONTRACTOR FOR ELEVATOR CAB LIGHTING DETAILS AND ELEVATOR SCOPE OF WORK. ELEVATOR CAB LIGHTING TO BE PROVIDED AT 3500K IF POSSIBLE. U w �� �O V CV C/') � Q LLJ O z� V Q� s +� � CV � � � N � N O O� m � � � HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 04.06.23 Permit / DD Set Construction Documents JURISDICTION STAMP LEVEL 1 -LIGHTING PLAN RESUB Apr 10 2023 CITY OF EDMONDS E 3 � 0 � DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U GENERAL NOTES M 0 ri O N M N O N A. LIGHTING DRAWINGS AND SCHEDULES TO BE REVIEWED IN CONJUNCTION WITH LUMINAIRE CUT SHEET PACKAGE ADDENDUM / DIVISION 26 SPECIFICATIONS. B. REFER TO SHEET E0.60 SERIES FOR LUMINAIRE SCHEDULE. C. REFER TO SHEET E0.70 SERIES FOR LIGHTING CONTROL SEQUENCE OF OPERATIONS. D. EGRESS LIGHTING, INDICATED BY "X" DESIGNATION, TO BE CIRCUITED TO GENERATOR. PROVIDE UL924 BYPASS RELAYS TO ALLOW NORMAL AND EMERGENCY POWER LIGHTING TO BE CONTROLLED TOGETHER AND RAISE TO FULL OUTPUT DURING POWER LOSS EVENT. E. REFER TO ARCHITECTURAL AND INTERIOR DRAWINGS FOR LUMINAIRE MOUNTING DETAILS. INQUIRIES REGARDING LUMINAIRE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE LIGHTING DESIGNER AND ARCHITECT PRIOR TO PROCUREMENT. F. MOUNTING HEIGHTS ARE GIVEN TO BOTTOM OF LUMINAIRE, U.N.O. G. EXIT SIGN DISTANCES NOT TO EXCEED 100LF PER IBC REQUIREMENTS. SHEET NOTES 1 PRIMARY DAYLIGHT ZONE 2 SECONDARY DAYLIGHT ZONE 3 OCCUPANCY/VACANCY SENSOR MOUNTING DETAILS, PLACEMENT, AND QUANTITY TO BE COORDINATED WITH MANUFACTURER. SENSOR TO BE CENTERED WITHIN 24" GRID TILE WHERE APPLICABLE. TYP. 4 DAYLIGHT SENSOR MOUNTING DETAILS, PLACEMENT, AND QUANTITY TO BE COORDINATED WITH MANUFACTURER. TYP. 5 FIXTURE F7BX TO BE PROVIDED AS SINGLE CONTINUOUS FIXTURE WITH NO MANUAL OR AUTOMATIC OVERRIDE IN COMPLIANCE WITH ASME 171.1 CODE MINIMUM LIGHT LEVELS. REFER TO LIGHTING CONTROL SEQUENCE ON SHEET 0.70 SERIES. U w �� �O V CV C/') � Q LLJ O z� V Q� s +� � CV � � � N � N O O� m � � � HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 Permit / DD Set 04.06.23 Construction Documents JURISDICTION STAMP LEVEL 2 EAST -LIGHTING PLAN RESUB Apr 10 2023 CITY OF EDMONDS E 3 � O DEVELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC U GENERAL NOTES 0 M O N M N O N A. LIGHTING DRAWINGS AND SCHEDULES TO BE REVIEWED IN CONJUNCTION WITH LUMINAIRE CUT SHEET PACKAGE ADDENDUM / DIVISION 26 SPECIFICATIONS. B. REFER TO SHEET E0.60 SERIES FOR LUMINAIRE SCHEDULE. C. REFER TO SHEET E0.70 SERIES FOR LIGHTING CONTROL SEQUENCE OF OPERATIONS. D. EGRESS LIGHTING, INDICATED BY "X" DESIGNATION, TO BE CIRCUITED TO GENERATOR. PROVIDE UL924 BYPASS RELAYS TO ALLOW NORMAL AND EMERGENCY POWER LIGHTING TO BE CONTROLLED TOGETHER AND RAISE TO FULL OUTPUT DURING POWER LOSS EVENT. E. REFER TO ARCHITECTURAL AND INTERIOR DRAWINGS FOR LUMINAIRE MOUNTING DETAILS. INQUIRIES REGARDING LUMINAIRE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE LIGHTING DESIGNER AND ARCHITECT PRIOR TO PROCUREMENT. F. MOUNTING HEIGHTS ARE GIVEN TO BOTTOM OF LUMINAIRE, U.N.O. G. EXIT SIGN DISTANCES NOT TO EXCEED 100LF PER IBC REQUIREMENTS. SHEET NOTES 1 FIXTURE F9 TO BE MOUNTED IN EXISTING GWB SOFFIT AND AIMED UPWARDS. REFERENCE ARCHITECTURAL DRAWINGS FOR DETAILS. 2 SKYLIT ZONE 3 PRIMARY DAYLIGHT ZONE 4 DAYLIGHT SENSOR MOUNTING DETAILS, PLACEMENT, AND QUANTITY TO BE COORDINATED WITH MANUFACTURER. TYP. 5 OCCUPANCY/VACANCY SENSOR MOUNTING DETAILS, PLACEMENT, AND QUANTITY TO BE COORDINATED WITH MANUFACTURER. SENSOR TO BE CENTERED WITHIN 24" GRID TILE WHERE APPLICABLE. TYP. 6 REFER TO SHEET I-8.3 INTERIOR ELEVATION FOR F6 FAMILY LUMINAIRE MOUNTING DETAILS. TYP. 7 REFER TO ARCHITECTURAL DRAWING SET FOR TENTING REQUIREMENTS AT RATED CEILINGS AS NECESSARY. U w �� �O V CV C/') � Q LLJ O z� V Q� s +� � CV � � � N � N O O� m � � � HEALTH COMMISSION SERVING SOUTH SNOHOMISH COUNTV Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN Designer DRAWN Author CHECKED Checker NO.: 22-0302 I Engineering - Essentia I s - De I ivery 1725 WESTLAKE AVE N, SUITE 300 SEATTLE, WA 98109 P: (206) 285-7100 F: (206) 285-7111 11.21.22 Schematic Design 12.23.22 04.06.23 Permit / DD Set Construction Documents JURISDICTION STAMP LEVEL 2 WEST -LIGHTING PLAN RESUB Apr 10 2023 I/�' CITY OF EDMONDS E 3 � O _ )DEVELOPMENT SERVICES \/ DEPARTMENT © 2018, JPC ARCHITECTS, LLC N Lri M N O N CO GENERAL ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AMP AMPERE ARCH ARCHITECT; ARCHITECTURAL AUTO AUTOMATIC AUX AUXILIARY BHP BRAKE HORSE POWER BOD BASIS OF DESIGN BS BIRD SCREEN BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR CD CONDENSATE DRAIN CHW CHILLED WATER CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY COND CONDENSATE C/L CENTERLINE CLG CEILING CO CARBON MONOXIDE CO2 CARBON DIOXIDE DET DETAIL DIA DIAMETER DISCH DISCHARGE DN DOWN DWG DRAWING (E) EXISTING EA EACH EC ELECTRICAL CONTRACTOR; END CAP EL ELEVATION ELEC ELECTRICAL ELEV ELEVATION EFF EFFICIENCY EWT ENTERING WATER TEMPERATURE EXIST EXISTING EXH EXHAUST F FAHRENHEIT (F) FUTURE FLEX FLEXIBLE FLG FLANGE FLR FLOOR FDIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FP FIRE PROTECTION FPM FEET PER MINUTE FS FIRE SERVICE (MAIN) FT FOOT; FEET FURN FURNISH G NATURAL GAS (LOW PRESSURE) GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GWB GYPSUM WALL BOARD HL HIGH LOOP HP HORSE POWER HPDCW HIGH PRESSURE DOMESTIC COLD WATER HVAC HEATING, VENTILATION, AND AIR CONDITIONING ID INSIDE DIAMETER/DIMENSION IE INVERT ELEVATION IRR IRRIGATION IW INDIRECT WASTE LAT LEAVING AIR TEMPERATURE LF LINEAR FOOT LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS M/N MODEL NUMBER MPG NATURAL GAS (MEDIUM PRESSURE) MTD MOUNTED N/A NOT APPLICABLE NC NORMALLY CLOSED NEG NEGATIVE NIC NOT IN CONTRACT NO NORMALLY OPEN; NUMBER NOM NOMINAL NPCW NON POTABLE COLD WATER NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER PC PLUMBING CONTRACTOR PD PRESSURE DROP PLBG PLUMBING POC POINT OF CONNECTION PRELIM PRELIMINARY PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANTITY RAT RETURN AIR TEMPERATURE RET RETURN REQD REQUIRED RPM REVOLUTIONS PER MINUTE RWT RETURN WATER TEMPERATURE SAT SUPPLY AIR TEMPERATURE SD STORM DRAIN SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE SUPP SUPPLY SWT SUPPLY WATER TEMPERATURE TBD TO BE DETERMINED TI TENANT IMPROVEMENTS TOC TOP OF CONCRETE TOP TOP OF PIPE TOS TOP OF STEEL TYP TYPICAL GENERAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE PLUMBING CD CONDENSATE DRAIN CO CLEANOUT COND CONDENSATE DCVA DOUBLE CHECK VALVE ASSEMBLY DF DRINKING FOUNTAIN DS DOWNSPOUT DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRCULATION DWV DRAIN, WASTE, VENT EWC ELECTRICAL WATER COOLER FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK GD GARAGE DRAIN; GARAGE DRAINAGE GW GREASE WASTE GI GREASE INTERCEPTOR HB HOSE BIBB IE INVERT ELEVATION IN HC INCHES WATER COLUMN JS JANITOR SINK LV, LAV LAVATORY NFHB NON -FREEZE HOSE BIBB ORD OVERFLOW ROOF DRAIN ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PRV PRESSURE REDUCING VALVE RD ROOF DRAIN RL RAIN WATER LEADER RPBP REDUCED PRESSURE BACKFLOW PREVENTER SK SINK SD STORM DRAIN SS SANITARY SEWER ST STORM TMV THERMOSTATIC MIXING VALVE V VENT VTR VENT THROUGH ROOF UR URINAL W WASTE WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER WSP WET STANDPIPE PIPING AAV AUTOMATIC AIR VENT AGA AMERICAN GAS ASSOCIATION AS AIR SEPARATOR BP BACKFLOW PREVENTER CDWR CONDENSER WATER RETURN CDWS CONDENSER WATER SUPPLY CT CONICAL TEE FHV FIRE HOSE VALVE FO FUEL OIL FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT HRR HEAT RECOVERY RETURN HRS HEAT RECOVERY SUPPLY HWR HOT WATER RETURN HWS HOT WATER SUPPLY MAV MANUAL AIR VENT RLL REFRIGERANT LIQUID LINE RSL REFRIGERANT SUCTION LINE FIRE PROTECTION BP BACKFLOW PREVENTER DCVA DOUBLE CHECK VALVE ASSEMBLY DOCVA DOUBLE DECTOR CHECK VALVE ASSEMBLY EWC ELECTRICAL WATER COOLER FA FIRE ALARM FDC FIRE DEPARTMENT CONNECTION FHV FIRE HOSE VALVE FP FIRE PROTECTION FSP FIRE STANDPIPE PIV POST INDICATING VALVE PRV PRESSURE REDUCING VALVE RD ROOF DRAIN RL RAIN WATER LEADER RPBP REDUCED PRESSURE BACKFLOW PREVENTER SCF SOUTH COUNTY FIRE SS SANITARY SEWER WSP WET STANDPIPE LINETYPE LEGEND � � � XXXS �- � XXXR SCHEDULE LEGEND SCHEDULE LINEWEIGHT LEGEND NEW DEMO (E) EXISTING (E) FUTURE (F) SUPPLY (EX. CHWS) RETURN (EX. CHWR) TAG # TAG-X-X TAG-X-X TAG-X-X PROJECT EXISTING PROJECT FUTURE NEW PROJECT SAMPLE SAMPLE EXISTING EQUIPMENT FUTURE EQUIPMENT NEW EQUIPMENT TAGS LEGEND EQUIP. TYPE LOCATION EQUIPMENT DESIGNATION FN-01-01 FIXTURE TYPE FIXTURE DESIGNATION X-# SYSTEM TYPE # SYSTEM DESIGNATION SIZE TYPE XxX XX/X XXX (TYP-X) AIRFLOW (CFM) INST. TYPE INSTRUMENT DESIGNATION NOTES LEGEND O � KEYED/FLAG NOTE REFER TO SHEET NOTES GENERAL VALVES EQUIPMENT TAG (SEE SCHEDULES) FIXTURE TAG (SEE PLUMBING FIXTURE SCHEDULE) RISER TAG (SEE RISER DIAGRAMS) AIR TERMINAL TAG (SEE GRD SCHEDULE) INSTRUMENTATION TAG tV/I N/I I� IUI I(1� 3-WAY CONTROL 2-WAY CONTROL BALL VALVE BUTTERFLY VALVE BUTTERFLY VALVE VALVE MANUAL LEVER MANUAL LEVER GEAR VALVE PIPING SYSTEMS � — DCW — � DOMESTIC COLD WATER � DHW � DOMESTIC HOT WATER � DHWR � DOMESTIC HOT WATER RECIRC CONDENSATE DRAIN � CD � FOUNDATION DRAINAGE � FD � GARAGE DRAIN � GD � GREASE WASTE � GW � � IRR � IRRIGATION � NPW � NON -POTABLE WATER � ORL � OVERFLOW RAIN LEADER PUMPED STORM � PD � PUMPED WASTE � PW � RAIN LEADER � RL � � SANITARY W � � VENT V � � OTHER O � FPD � FIRE PROTECTION DRY � FPO � FIRE PROTECTION OTHER FIRE PROTECTION PRE -ACTION � FPP � � FPW � FIRE PROTECTION WET PIPE FITTINGS TEE UP TEE DOWN WYE /DOUBLE WYE (SAN TEE/WYE) c�,T c�,T 90° ELBOW 45° ELBOW CROSS � TEE o ELBOW DOWN o ELBOW UP PLUMBING FIXTURES �1 HOSE BIB Q DRAIN, GARAGE DRAIN 01�� WALL CLEANOUT ® FLOOR CLEANOUT � ROOF DRAIN � ROOF DRAIN OVERFLOW ® FLOOR SINK V I f�l t�l fu'I GLOBE VALVE PLUG VALVE DIAPHRAGM BALANCE VALVE BALANCE VALVE MANUAL LEVER TEE LEVER VALVE (CIRCUIT SETTER) (PRESSURE INDEPENDENT) GENERAL PLUMBING INSTRUMENTATION PRESSURE PRESSURE CHECK PIPE TO PRESSURE SAFETY PRESSURE PRESSURE GAUGE PRESSURE GAUGE REGULATOR VALVE VALVE DRAIN VALVE GAUGE WITH SNUBBER WITH PIGTAIL AAV AV Vg P/T T In l❑� �' I � AUTOMATIC MANUAL VACUUM SUCTION PRESSURE TEMPERATURE TEMPERATURE AIR VENT AIR VENT BREAKER PUMP DIFFUSER TEMPERATURE INDICATOR SENSOR PORT 1�/O r � CONCENTRIC WYE STRAINER WYE TRANSITION WITH VALVE STRAINER AND HOSE END CAP �� I �_ V ECCENTRIC TRANSITION (FOT) I I i HEAT TRACED HOSE END UNION FLOW ARROW PIPING AND CAP SPRINKLER HEADS: SIDEWALL SPRINKLER HEADS � UPRIGHT SPRINKLER HEADS • PENDENT SPRINKLER HEADS ECCENTRIC TRANSITION (FOB) ��,� ���� �N� 1 I I � VVI°I VVI°I rl°I I BMS WATER METER FLOW METER FLOW SWITCH ORIFICE PLATE WATER METER (NOT BMS) (BMS) ��� EXPANSION COMPENSATION END CAP EXPANSION ALIGNMENT EXPANSION JOINT GUIDE LOOP ANCHOR FLEX CONNECTION DOUBLE BELLOWS SINGLE BELLOWS POINT (METAL BRAIDED) CONNECTION CONNECTION PROJECT ADDRESS 21600 Highway 99 Edmonds, WA 98026 _- 212th st sw 212th st sw J v � N D a A t t � 2131h PI SW 215ih St SW 216th St SW v o� 3 D m �1 21 sth s< sw 220th � PROJECT SITE J W a v_ 216ih St SIY VICINITY MAP NOT TO SCALE v N 7 a D m �� //,2th St SW / P w } G A 21 tith St SW a m a 2201h St SY/ V S c � L �� Co C a Q� W 7 D GENERAL FIRE PROTECTION NOTES: 1) THIS PROJECT INCLUDES NEW SPRINKLER SYSTEMS IN ALL COMMON AREAS OF THE BUILDING BUT NOT WITHIN TENANT SPACES EXCEPT AS NOTED ON THE FLOOR PLANS. ONLY SUITE 140 IS CURRENTLY SPRINKLERED. AS EACH TENANT SPACEIS SUBJECT TO RENOVATIONS REQUIRING A BUILDING PERMIT IN THE FUTURE, EDMONDS CITY CODE WILL REQUIRE SPRINKLER PROTECTION WITHIN THAT SPACE. THE BUILDING IS ANTICIPATED TO EVENTUALLY BE FULLY SPRINKLERED PER NFPA-13. 2) THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED AS SHOP DRAWINGS. SPRINKLER HEADS, PIPING ROUTING &SIZES AND EQUIPMENT SHOW GENERAL INTENT ONLY. CONTRACTOR IS TO DESIGN AND INSTALL ALL SYSTEMS IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NFPA-13 & SCF FIRE SPRINKLER STANDARDS. COORDINATE W/ARCHITECT, OWNER &SCF AND ACHIEVE SCF FIRE DEPARTMENT APPROVAL FOR ALL SYSTEMS. FIRLD-CONFIRM ALL ROUTING. 3) CONTRACTOR TO RUN ALL WET PIPING TO PROTECT FROM FREEZING TEMPERATURES. FIELD -CONFIRM ABILITY TO ROUTE ALL WET PIPING WITHIN HEATED SPACES. 4) CONTRACTOR SHALL PAY FOR AND PROCURE OR PERFORM NEW HYDRANT FLOW TEST TO BE USED FOR THE DESIGN OF NEW SYSTEMS. OLD HYDRANT FLOW TEST FROM 2014 SHOWS 104 PSI STATIC, 96 RESIDUAL AT A FLOW OF 2,251 GPM. THE CONTRACTOR WHO PROVIDES SYSTEM INSTALLATION SHALL PROVIDE COMPLETE SHOP DRAWINGS, WHICH 5) INCLUDE COMPLETE PIPING LAYOUT, HYDRAULIC CALCULATIONS, HANGER DETAILS, SEISMIC BRACING, AND OTHER REQUIREMENTS OF NFPA-13 CHAPTER 23 AND SYSTEM NARRATIVE. THE CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND OTHER DISCIPLINES TO ENSURE INSTALLATION IN ACCORDANCE WITH BUILDING DESIGN, USE AND INTENT. 6) PROVIDE QUALIFICATIONS OF THE SYSTEM DESIGNER ON THE DRAWINGS. 7) FOR HYDRAULIC CALCULATION PURPOSES, THE WATER SUPPLY INFORMATION SHALL BE REDUCED BY AT 10% OR 10 PSI SAFETY FACTOR, WHICHEVER IS GREATER. 8) SPRINKLER LOCATIONS SHALL BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHT FIXTURES, AND CEILING SYSTEMS. 9) ALL CONTROL VALVES (WHETHER SHOWN IN THESE DRAWINGS OR NOT) SHALL BE EQUIPPED WITH TAMPER SWITCHES AND BE SUPERVISED WITH ELECTRICAL CONTACTS FOR FIRE ALARM TIE-IN. ELECTRICAL CONDUIT, WIRING, ETC. IS THE RESPONSIBILITY OF THE ELECTRICAL AND/OR FIRE ALARM CONTRACTOR. 10) PROVIDE UL LISTED FIRE STOPPING SYSTEMS WHERE PIPING PASSES THROUGH RATED WALLS AND FLOOR/CEILING ASSEMBLIES. CORRIDOR/TENANT SEPARATION WALLS AND GWB CEILINGS ARE ANTICIPATED TO BE FIRE RATED. FIELD -CONFIRM. 11) ALL PIPE SHALL BE HYDROSTATICALLY TESTED FOR 2 HOURS AT 200 PSI, OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, PER NFPA 13. 12) PROVIDE QUICK RESPONSE RECESSED SPRINKLERS WITH ORDINARY TEMPERATURE RATINGS IN AREAS WITH FINISHED CEILINGS. PROVIDE MATCHING SPRINKLER ESCUTCHEONS. COORDINATE FINISHES W/ARCHITECT. PROVIDE QUICK RESPONSE BRASS UPRIGHT SPRINKLERS WITH ORDINARY TEMPERATURE RATINGS IN AREAS WITHOUT CIELINGS. PROVIDE QUICK RESPONSE INTERMEDIATE TEMPERATURE SPRINKLERS WITHIN ATTIC SPACES, UNDERNEATH SKYLIGHTS OR WHERE OTHERWISE EXPOSED TO THE ENVIRONMENT. FOLLOW NFPA-13 FOR ALL TEMPERATURE RATINGS IN UNIQUE SPACES. 13) UPON COMPLETION OF THE INSTALLATION OF THE FIRE SUPPRESSION SYSTEM, CONTRACTOR SHALL PERFORM ALL SYSTEM ACCEPTANCE PROCEDURES OF NFPA-13 AND SHALL ACHIEVE THE APPROVAL OF THE FIRE DEPARTMENT. 14) PROVIDE SEISMIC BRACING FOR ALL SYSTEMS IN ACCORDANCE WITH NFPA-13. 15) PROVIDE DRAIN VALVES FOR ALL TRAPPED PIPING PER NFPA-13. INCLUDE LOCATIONS ON SYSTEM LAMINATED MAP TO BE PROVIDED AND INSTALLED IN THE SPRINKLER RISER ROOM. 16) PROVIDE SIGNAGE AT FDC AND WITHIN SPRINKLER RISER ROOM. SEE REQUIREMENTS SHOWN ON FLOOR PLANS. 17) MINIMUM PIPE SLOPE FOR DRY MANUAL STANDPIPES OF 1/4 INCH PER 10 FEET IN ACCORDANCE WITH NFPA-14 6.1.3. 18) MINIMUM PIPE SLOPE FOR DRY SPRINKLER PIPING OF 1/4 INCH PER 10 FEET FOR MAINS AND 1/2 INCH PER 10 FEET FOR BRANCH LINES IN ACCORDANCE WITH NFPA-13 8.16.2.3.1. 19) PROVIDE DRY SYSTEM INSPECTOR'S TEST VALVE AT AN ACCESSIBLE LOCAITON. COORDINATE W/ARCHITECT. 20) ALL CONTROL VALVES ARE TO BE NORMALLY OPEN UNLESS NOTED OTHERWISE. ALL DRAIN VALVES ARE TO BE NORMALLY CLOSED. FIRE PROTECTION DRAWING INDEX: FP0.00 FIRE PROTECTION LEGEND &ABBREVIATIONS FP1.00 FIRE PROTECTION SITE PLAN FP2.01 LEVEL 1 EAST —FIRE PROTECTION PLAN FP2.02 LEVEL 1 WEST —FIRE PROTECTION PLAN FP2.03 LEVEL 2 EAST —FIRE PROTECTION PLAN FP2.04 LEVEL 2 WEST —FIRE PROTECTION PLAN FP2.05 ROOF EAST —FIRE PROTECTION PLAN FP2.06 ROOF WEST —FIRE PROTECTION PLAN U W �O V CV N LLI � z� V Q s N � N � N O m O� Verc��n�M r���iW�ll� HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN CLS DRAWN CLS CHECKED SH NO.: 22-0302 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP FIRE PROTECTION LEGEND & ABBREVIATIONS RESUB Apr 10 2023 CITY OF EDMONDS F P 0 � 0 OELOPMENT SERVICES DEPARTMENT © 2018, JPC ARCHITECTS, LLC —� EXISTING SITE EXISTING SITE FIRE HYDRANT FIRE HYDRANT LO N LO M N O N CO EXISTING 6" PIV LOCKED &MONITORED �•/ ,.�-- _ �� _ .� U __ - � w _ p, EXISTING 4" STORZ CONNECTION - � - �-- --�- WORK REQUIRED PER FIRE MARSHAL: � � __:- '.- �. � ., - RE -PAINT RED -REPLACE CAP W/KNOX LOCKING CAP 'y � �=_ ��.,, Q "� - -REPLACE SIGNAGE WITH NEW SIGN "PARTIAL -4� . w`'_' "' " SPRINKLER SYSTEM, SEE RISER ROOM" '�` o ^� r 1 N � k�,. „� v _� �:. � � ,�;� � - f� � P 1F �� " �" w 0 Q z� �� EXISTING PIV/FDC Q >Q SCALE: NONE � s N � � � N � N � m EXISTING 6" BACKFLOW � PREVENTOR VAULT FIRE PROTECTION SITE PLAN SCALE: 1" = 20'-0" " � � HEALTH C O M M I S S I O N SERVING SOUTH $NOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN CLS DRAWN CLS CHECKED SH NO.: 22-0302 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP FIRE PROTECTION SITE PLAN RESUB Apr 10 2023 CITY OF EDMONDS F P 1 � 0 �E DEPARTMENRVICES © 2018, JPC ARCHITECTS, LLC KEY NOTES MAIN &BRANCH LINE PIPE ROUTING/ELEVATION AND SPRINKLER HE, LOCATIONS WILL REQUIRE COORDINATION WITH HVAC DUCTS, PIPNI AND OTHER ELEMENTS ABOVE CEILINGS (TYPICAL). ENSURE FIELD -COORDINATION &PROVIDE ANY LOW POINT DRAINS REQUIREI PER NFPA-13. 4" CAPPED L1 FPW MAIN FOR FUTURE SYSTEM EXPANSION. TIE NEW 4" L1 FPW MAIN INTO EXISTING 4" CAPPED CONNECTION ABOVE CORRIDOR CEILING. FIELD -COORDINATE EXACT ELEVATOR PIT SPRINKLER HEAD & PIPING LOCATION, PROVIDE NORMALLY OPEN SUPERVISED SUPERVISED CONTROL VALVE AND INCLUDE ANY OTHER ADDITIONAL SCF REQUIREMENTS. VALVE SUPERVISORY SWITCH TO BE TIED INTO EXISTING FACP BY F ALARM CONTRACTOR. INCLUDE SPRINKLER PROTECTION WITHIN COMBUSTIBLE CAVITY BELOW STAIR ACCESSIBLE THROUGH HATCH. FIELD -CONFIRM. NEW AIR PRESSURE SUPERVISORY SWITCH, PRESSURE ALARM SWI- AND WATERFLOW ALARM SWITCHES TO BE TIED INTO EXISTING FAC BY FIRE ALARM CONTRACTOR. AREAS ABOVE CEILINGS WITHIN THE SCOPE OF WORK SHOWN ON TI SHEET ARE ANTICIPATED TO BE NON-COMBUSTIBLE. ANY EXPOSED WOOD FRAMING FOUND ABOVE CEILINGS IS ANTICIPATED TO BE COVERED IN GWB BY GC SUCH THAT NO SPRINKLER PROTECTION ABOVE CEILINGS WILL BE REQUIRED. FIELD -COORDINATE NEW SPRINKLER RISER ROOM EQUIPMENT AND RE -CONFIGURATION OF EXISTING RISER. N O M Ln M N O N CO ISTING SPRINKLER RISER ROOM E DETAIL AND KEYNOTES FOR OPE OF WORK. ' FPD UP/DN WITHIN FALSE COLUMN. ELD-CONFIRM EXACT ROUTING. ADDITIONAL SCOPE OF WORK: •PROVIDE SIGN STATING "PARTIAL SPRINKLER � EXISTING 6" SYSTEM" FOR EACH RISER. SERVICE ENTRANCE •PROVIDE LEVEL 1/LEVEL 2 SIGNS FOR EACH RISER. •PROVIDE LAMINATED MAP ON WALL SHOWING EXTENT OF SPRINKLER SYSTEM TO BE UPDATED WITH EACH TENANT SPRINKLER RETROFIT. I LEVEL 1 EAST -FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" „ I] /� K 5 �` �r � �i � 7 Fi IJ G n SPRINKLER RISER ROOM U SCALE: NONE SPRINKLER RISER ROOM KEY NOTES NEW 6" TEE FOR NEW 6" DRY PIPE VALVE. NEW 4" TEE FOR NEW 4" LEVEL 2 WET SYSTEM RISER. RAISE EXISTING 4" RISER AND RE -CONFIGURE AS A LEVEL 1 WET SYSTEM RISER W/NEW CHECK VALVE PF NRPA-13. RE -CONFIGURE 2" INSPECTOR'S TEST &DRAIN ASSEMBLY AND 4" SYSTEM SUPPLY. NEW 6" SUPERVISED BUTTERFLY VALVE. NEW 6" LOW PRESSURE DRY PIPE VALVE W/2" DRAIN, PRESSURE GAUGES, PRESSURE ALARM SWITCH &LOW PRESSURE SWITCH. 6" FPD TO ROOF CAVITY DRY PIPE SYSTEM. NEW 4" SUPERVISED BUTTERFLY VALVE. NEW 4" WATERFLOW ALARM SWITCH. NEW 4" LEVEL 2 WET SYSTEM RISER UP TO LEVEL 2. INCLUDE CHECK VALVE PER NFPA-13. NEW 2" INSPECTOR'S TEST &DRAIN ASSEMBLY W/RELIEF VALVE. TIE INTO EXISTING 2" DRAIN PIPING OUT THRU WALL. EXISTING SPRINKLER HEAD BOX. REPLACE AND/OR RELOCATE AS NECESSARY &STOCK WITH ADDITIONAL SPRINKLER HEADS. RE -CONFIGURE EXISTING 2" DRAIN AS NECESSARY. TIE INTO EXISTING 2" DRAIN PIPING OUT THRU WALL. NEW 2" DRAIN FOR 6" DRY PIPE VALVE. TIE INTO EXISTING 2" DRAIN PIPING OUT THRU WALL. EXISTING 6" FIRE SERVICE ENTRANCE FROM BACKFLOW PREVENTOR VAULT. NEW TANK -MOUNTED AIR COMPRESSOR. RISER MOUNT NOT ALLOWED IN ORDER TO MINIMIZE COMPRESSOR RUN FREQUENCY. CONTRACTOR SHALL WORK WITH OWNER ON SOUND MITIGATION. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER REQUIREMENTS. FIELD -COORDINATE EXACT COMPRESSOR LOCATION. U w U Q U a � � HEALTH C O M M I S S I O N SERVING SOUTH $NOHOMISH COUNTY �o O CV N t� � W � z� Q� s N � a� O � p. m Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN CLS DRAWN CLS CHECKED SH NO.: 22-0302 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP LEVEL 1 EAST -FIRE PROTECTION PLAN RESUB Apr 10 2023 CITY OF EDMONDS F P 2 � 0 �E DEPARTMENRVICES © 2018, JPC ARCHITECTS, LLC KEY NOTES MAIN &BRANCH LINE PIPE ROUTING/ELEVATION AND SPRINKLER HEAD LOCATIONS WILL REQUIRE COORDINATION WITH HVAC DUCTS, PIPNG AND OTHER ELEMENTS ABOVE CEILINGS (TYPICAL). ENSURE FIELD -COORDINATION &PROVIDE ANY LOW POINT DRAINS REQUIRED PER NFPA-13. 4" CAPPED L1 FPW MAIN FOR FUTURE SYSTEM EXPANSION. PROVIDE NORMALLY OPEN SUPERVISED SUPERVISED CONTROL VALVE FOR ELEVATOR MACHINE ROOM AND INCLUDE ANY OTHER ADDITIONAL SCF REQUIREMENTS. U w VALVE SUPERVISORY SWITCH TO BE TIED INTO EXISTING FACP BY FIRE ELEVATOR MACHINE ROOM �o r 1 ALARM CONTRACTOR. ORDINARY HAZARD \ 1 � GROUPI OWNER TO MAINTAIN REQUIRED 18" CLEARANCE FROM SPRINKLER SPRINKLER PER NFPA-13 & ���••/// a� � � HEAD DEFELCTORS TO TOP OF ANY STORAGE. SCF FIRE MARSHAL � � AREA ABOVE SUSPENDED CEILINGS CONTAINS EXPOSED WOOD REQUIREMENTS SUITE 120 W o Q FRAMING. PROVIDE UPRIGHT SPRINKLER COVERAGE ABOVE NOT IN SCOPE OF WORK Z � SUSPENDED CEILINGS WITHIN THIS ENTIRE AREA. 3 4 6 EXCEPT AS SHOWN � Q V Q� MECHANICAL ROOM s +� ORDINARY HAZARD N � GROUPI � � � ELECTRICAL ROOM � Q` � ORDINARY HAZARD GENERAL SPACES m GROUP I � I � ��- LIGHT HAZARD ELECTRICAL ROOM ORDINARY HAZARD GROUP I SPRINKLERS MAY BE OMITTED FOR 2-HR DEDICATED ELECTRICAL ROOM PER NFPA-13. CONFIRM CRAWL SPACE BELOW GROUND FLOOR NO SPRINKLER PROTECTION REQUIRED PER NFPA-13 8.15.E &FIRE MARSHAL OWNER TO REMOVE ALL STORAGE FROM WITHIN CRAWL SPACE. N O M LO M N O N CO 5 STORAGE ORDINARY HAZARD GROUP II 4" L1 FPW LIGHTI HAZARD I ' I STAIR MECHANICAL ROOM ORDINARY HAZARD GROUPI PROVIDE NEW SIGN ON DOOR: "NO STORAGE PERMITTED, PER FIRE MARSHAL" OWNER TO REMOVE ALL STORAGE FROM WITHIN CRAWL SPACE. !lr�i■��►��l �: 4" L1 FPW \\ � HVAC UNIT FILLS ENTIRE � SPACE ABOVE CEILING CIRCULATION & MISCELLANEOUS STORAGE ORDINARY HAZARD GROUP II OR OWNER TO REMOVE ALL STORAGE AND LIGHT HAZARD DESIGN WILL BE ACCEPTABLE. SUITE 110 NOT IN SCOPE OF WORK EXCEPT AS SHOWN SUITE 100 NOT IN SCOPE OF WORK EXCEPT AS SHOWN LEVEL 1 WEST -FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" „ 4" L1 FPW SEE FP2.01 FOR CONTINUATION •. HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN CLS DRAWN CLS CHECKED SH NO.: 22-0302 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP LEVEL 1 WEST -FIRE PROTECTION PLAN RESUB Apr 10 2023 p �CITY OF EDMONDS F P 2 � 0 `E DEPARTMENRVICES © 2018, JPC ARCHITECTS, LLC KEY NOTES MAIN &BRANCH LINE PIPE ROUTING/ELEVATION AND SPRINKLER HEAD LOCATIONS WILL REQUIRE COORDINATION WITH HVAC DUCTS, PIPNG AND OTHER ELEMENTS ABOVE CEILINGS (TYPICAL). ENSU FIELD -COORDINATION &PROVIDE ANY LOW POINT DRAIN PER NFPA-13. 4" CAPPED L2 FPW MAIN FOR FUTURE SYSTEM EXPANSIOI AREAS ABOVE CEILINGS WITHIN THE SCOPE OF WORK SH SHEET ARE ANTICIPATED TO BE NON-COMBUSTIBLE. ANY WOOD FRAMING FOUND ABOVE CEILINGS IS ANTICIPATED COVERED IN GWB BY GC SUCH THAT NO SPRINKLER PRO - ABOVE CEILINGS WILL BE REQUIRED. FIELD -COORDINATE EXACT ELEVATOR SHAFT SPRINKLER PIPING LOCATION, PROVIDE NORMALLY OPEN SUPERVISE SUPERVISED CONTROL VALVE AND INCLUDE ANY OTHER , SCF REQUIREMENTS. VALVE SUPERVISORY SWITCH TO BE TIED INTO EXISTING ALARM CONTRACTOR. 0 N LO M N O N CO PD UP/DN WITHIN FALSE COLUMN. _D-CONFIRM EXACT ROUTING. LEVEL 2 EAST - FEE PROTECTION PLAN SCALE: 1/8" = 1'-0" „ U w �O U N N N � W O O Z� V a� N � � � � � N � N O m •. HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN CLS DRAWN CLS CHECKED SH NO.: 22-0302 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP LEVEL 2 EAST -FIRE PROTECTION PLAN RESUB Apr 10 2023 CITY OF EDMONDS F P 2 � 0 �E DEPARTMENRVICES © 2018, JPC ARCHITECTS, LLC KEY NOTES MAIN &BRANCH LINE PIPE ROUTING/ELEVATION AND SPRINKLER HEAD LOCATIONS WILL REQUIRE COORDINATION WITH HVAC DUCTS, PIPNG AND OTHER ELEMENTS ABOVE CEILINGS (TYPICAL). ENSURE FIELD -COORDINATION &PROVIDE ANY LOW POINT DRAINS REQUIRED PER NFPA-13. 4" CAPPED L2 FPW MAIN FOR FUTURE SYSTEM EXPANSION. ROUTE NEW MAIN PIPING ABOVE EXISTING GWB CEILINGS. FIELD -COORDINATE PROTECT HIGH CEILING AREAS WITH SIDEWALL SPRINKLERS FROM ADJACENT SPACES. UTILIZE EXTENDED COVERAGE SIDEWALL SPRINKLERS IF REQUIRED. FIELD -CONFIRM HEATED SPACE TO ROUTE PIPING. COMPLY WITH NFPA-13 OBSTRUCTION RULES INCLUDING 8.7.5.2.1.3 "THREE TIMES RULE" OR 8.9.5.2.1.3 "FOUR TIMES RULE" FOR LINEAR LIGHTING OBSTRUCTIONS. (TYPICAL) DRY SIDEWALL FOR SKYLIGHTS WITHIN THE SCOPE OF WORK SHOWN ON THIS PLAN THE AREA ABOVE SUSPENDED CEILINGS CONTAINS EXPOSED WOOD FRAMING WITH BATT INSULATION BETWEEN FRAMING MEMBERS. PROVIDE UPRIGHT SPRINKLER COVERAGE ABOVE SUSPENDED CEILINGS WITHIN THIS ENTIRE AREA. CONFIRM ABILITY TO RUN WET PIPING TO REACH SIDEWALL SPRINKLERS (TYPICAL). UNHEATED SPACES MAY REQUIRE TENTED INSULATION BY GC IN ORDER TO PROTECT PIPING FROM FREEZING. 6 ELECTRICAL ORDINARY HAZARD GROUP I C ►° � 6 DS i I 0 ®� 0 GENERAL SPACES LIGHT HAZARD EXISTING GWB i 7 0 N LO M N O N CO 1 SUITE 230 NOT IN SCOPE OF WORK EXCEPT AS SHOWN SUITE 260 NOT IN SCOPE OF WORK EXCEPT AS SHOWN C II REST ROOM 2 REST ROOM ,__ � �I IITF �7n 3\ SUITE 270 NOT IN SCOPE OF WORK EXCEPT AS SHOWN REST ROOM EXISTING SKYLIGHT 3 EXISTING GWB �.: o � N J DESIGN CLS DRAWN CLS � SUITE 200 CHECKED SH NOT IN SCOPE OF WORK EXCEPT AS SHOWN NO.: 22-0302 s 4" L2 FPW SEE FP2.03 FOR CONTINUATION V I U U �O N N N � W O Z� V a� N � � � N � N O m •. HEALTH C O M M I S S I O N SERVING SOUTH SNOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 N J SUITE 210A NOT IN SCOPE OF WORK EXCEPT AS SHOWN LEVEL 2 WEST -FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" „ 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP LEVEL 2 WEST -FIRE PROTECTION PLAN FP2.0 © 2018, JPC ARCHITECTS, LLC RESUB Apr 10 2023 CITY OF EDMONDS DF�ELOPMENT SERVICES DEPARTMENT KEY NOTES MAIN &BRANCH LINE PIPE ROUTING/ELEVATION AND SPRINKLER HEAD LOCATIONS WILL REQUIRE COORDINATION WITH HVAC DUCTS, PIPNG AND OTHER ELEMENTS ABOVE CEILINGS (TYPICAL). ENSURE FIELD -COORDINATION &PROVIDE ANY LOW POINT DRAINS REQUIRED PER NFPA-13. COORDINATE DESIGN W/SCF. FIELD -CONFIRM EXTENT OF UNHEATED ROOF CAVITY SPACES. INTENT IS FOR FPD SYSTEM TO PROTECT ALL UNHEATED SPACES (TYPICAL FOR ENTIRE ROOF). 6" ROOF FPD SEE FP2.06 FOR — CONTINUATION N LO M N O N CO ROOF EAST -FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" " PD DN WITHIN FALSE COLUMN. ZTIALLY EXPOSED ABOVE TOP OF COLUMN. _D-CONFIRM EXACT ROUTING. U w .� �o V CV N t� � W O z� V Q� s N � � � N � N O O� m � � HEALTH C O M M I S S I O N SERVING SOUTH $NOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN CLS DRAWN CLS CHECKED SH NO.: 22-0302 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP ROOF EAST -FIRE PROTECTION PLAN RESUB Apr 10 2023 CITY OF EDMONDS F P 2 � 0 � DEPARTMENRVICES © 2018, JPC ARCHITECTS, LLC KEY NOTES MAIN &BRANCH LINE PIPE LOCATIONS WILL REQUIRE AND OTHER ELEMENTS AE FIELD -COORDINATION & P PER NFPA-13. COORDINAl FIELD -CONFIRM EXTENT C IS FOR FPD SYSTEM TO PI FOR ENTIRE ROOF). N LO M N O N CO ROOF WEST -FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" „ 6" ROOF FPD SEE FP2.05 FOR CONTINUATION 6" ROOF FPD SEE FP2.05 FOR CONTINUATION U w �O V CV N t� � W O z� V Q� s N � � � N � N O O� m � � HEALTH C O M M I S S I O N SERVING SOUTH $NOHOMISH COUNTY Kruger Building Remodel Floors 1 & 2 21600 Highway 99 Edmonds, WA 98026 DESIGN CLS DRAWN CLS CHECKED SH NO.: 22-0302 1725 Westlake Ave N, Suite 300 Seattle, WA 98109 P: (206) 285-7100 � F: (206) 285-7111 https://rushingco.com RUSHING IS NOT THE ENGINEER OF RECORD FOR THIS PROJECT. DESIGN -BUILD CONTRACTOR TO SEAL PERMIT SUBMITTAL DOCUMENTS. 04.06.23 Schematic Design JURISDICTION STAMP ROOF WEST -FIRE PROTECTION PLAN RESUB Apr 10 2023 CITY OF EDMONDS F P 2 � 0 �E DEPARTMENRVICES © 2018, JPC ARCHITECTS, LLC