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APPROVED BLD FIR RESUB 2-BLD2024-0285+Architectural_Plan+5.10.2024_5.54.21_AM+4248802VICINITY MAP PROJECT INFORMATION: PROJECT TEAM: INDEX TO DRAWING SET: APPLICABLE CODES: (INCLUDING STATE AND LOCAL AMENDMENTS OF FOLLOWING LISTED CODES) OWNER: STATE OF WASHINGTON: Virginia Mason 7315 212th St SW BUILDING CODE: Edmonds, WA 98026 INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION 21 filth St SW Cedar Creek Memory Care Community Q 9 Action Jackson # Drain Cleaning � 3 ` CL <' Rosenfeld Erin A (D 9 Best Friends Pet Retreat And Day Spa 7 Virginia Mason � l� © Edmonds Medical... �I Walk Iin �, �� u Clinic -Edmonds... o 21 Oth Porbug Repair Kozma s Fish Marks INTERNATIONAL CODE COUNCIL (ICC), A117.1-2009: WAC 51-50 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC), 2018 EDITION INTERNATIONAL FUEL GAS CODE (IFGC), 2018 EDITION NATIONAL FUEL GAS CODE NFGC , WAC 51-52, 2018 EDITION ( ) PLUMBING CODE: UNIFORM PLUMBING CODE (UPC): WAC 51-56, 2018 EDITION ENERGY CODE: WASHINGTON STATE ENERGY CODE: WAC 51-11, 2018 EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE (NEC), 2018 EDITION: WAC 296-46B LIFE SAFETY CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA-101), 2018 EDITION FIRE CODE: INTERNATIONAL FIRE CODE (IFC), 2018 EDITION: WAC 51-54 FACILITY CONTACTS: CommonSpirit Contact: Scott Strausbaugh Team Lead — Project Management (425) 209-9535 scott.strausbau h@commons irit.or 9 P 9 ARCHITECT: InSight Healthcare Architecture, LLC 12345 Lake City Way NE, #2108 Seattle, WA 98125 Contact: Karsea Langlois Principal Architect Karsea®InSightArch.Us (206) 601-6645 Tel. GENERAL CONTRACTOR: GENERAL: T0.0 PROJECT INFO, INDEX, SITE PLAN ARCHITECTURAL: A1.0 1st FLOOR PLAN — DEMOLITION A1.1 1st FLOOR PLAN — PROPOSED A2.0 2nd FLOOR PLAN — DEMOLITION A2.1 2nd FLOOR PLAN — PROPOSED A8.0 WALL TYPES AND DETAILS A8.1 DETAILS Ell 1 C Uhil - 212#h St SWCr th St PROJECT DATA: My —Way Construction 6855 176th AVE NE #B265 REDMOND, WA 98052 Ilnt Rejuvenation ametic Surgery CL AUTHORITY: CITY OF EDMONDS SEISMIC DESIGN CATEGORY: D-1 FROST LINE: 12 INCHES Contact: Mike Meyers (206) 579-8750 SNOW LOAD: 25 PSF WIND EXPOSURE: 85 MPH — EXPOSURE B Park 919 9% GooCgle Swickard Tovota I% CONSTRUCTION TYPE: 1—A OCCUPANCY: B, MEDICAL OFFICE BUILDING FIRE PROTECTION: AUTOMATIC FIRE ALARM AUTOMATIC FIRE SPRINKLER SYSTEM IiiL VICINITY MAP PROJECT SITE NOT TO SCALE GRAPHIC SYMBOLS: PROJECT DESCRIPTION: OBTAINELECTRICAL All spaces are all Type B occupancy, medical office building (non —DOH CRS reviewable). NORTH ARROW ANGLE 4O PERMIT FROM STATE LABOR & A tenant improvement to create a staff conference room and soiled holding room on the 1st floor, and modifications to the existing staff lounge on the 2nd floor. GRID LINE # DIAMETER / ROUND INDUSTRIES ................ CONSTRUCTION TYPE ,..... VB B OCCUPANCY GROUP L------------------ SECTION NO. 0 OCCUPANTLOAD BUILDING SECTION A00. SHEET N0. Approved APPROVED SECTION NO. CONCEALED OR OVERHEAD LINE ( NOT ON DEMOLITION PLAN ) DFM Ch&'guxt South County Fire WALL SECTION # SHEET NO. DETAIL No. GRADE POINT NEW T 0.00 o.00 GRADE Date:05/20/2024 05-20-2024 RESUB 2 PLAN REVIEW PLANS MUST E DETAIL 00 \EXISTING GRADE NOTES: APPROVED ON JO SITE - '-_-'-SHEET NO. 1 ROOM NAME / NUMBER RM. NAME RM. WITH CONDITIONS: 1. SEPARATE FIRE ALARM AND FIRE SPRINKLER eparate plumbing and mechanical permits required. INTERIOR ELEVATION A6.1 PERMITS REQUIRED. ALL WORK SUBJECT Please apply via MyBuildingPermit. Com PLAN KEYED NOTE DFM BURT ELEVATION MARK jELEV.11 FLOOR LOEVEOL' � N TO FIELD City Of Edmonds # NEW DOOR/FRAME (SEE DOOR SCHEDULE) INSPECTION FOR Building p De artment REVISION MARKc:: WALL TAG (SEE WALL TYPES) o-- CODE COMPLIANCE Work REMODEL PROPERTY CORNERS--- Address 7315 212TH ST SW ::::::::: EQUIPMENT KEYED NOTE j� Owner VIRGINIA MASON Approved Date 05 29 2024- CUT LINE Building Official Eire CV Hf r -------------------------------- CENTER LINE -�- Permit Number L......................................................... InSight HealthCare Architecture KLanglois@InsightDesignStudio.biz 12345 Lake City Way NE #2108 Seattle, WA 98125 206-601-6645 8466 REGISTERED ARCHITECT Karsea M. Langlois STATE OF WASHINGTON 16 as Virginia Mason Franciscan Health- VIRGINIA MASON CONF. ROOM/ STAFF SUPPORT 7315 212th St SW EDMONDS, WA 98026 RESUB May 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MARK DATE DESCRIPTION 2/29/24 PERMIT SUBMITTAL P 4/15/24 SUBMITTAL #2 DATE: 2-29-2024 TITLE: COVER SHEET, GENERAL NOTES, INDEX DRAWING NUMBER: TO.0 GENERAL NOTES 1. NEW FLOORING THROUGHOUT. 2. PATCH AND REPAIR ANY EXISTING PARTITIONS, WALL SURFACES, OR COLUMNS DAMAGED DURING CONSTRUCTION OR GENERAL WEAR AND TEAR. PREPARE SURFACES TO RECEIVE A SMOOTH LEVEL 4 FINISH. 3. ALL GYP. BOARD SURFACES TO RECEIVE TWO (2) COATS OF PAINT. PREPARE ALL SURFACES TO BE PAINTED PER MANUFACTURER RECOMMENDATIONS. 4. TEST FOR ASBESTOS IN EXISTING MATERIALS. ABATE AS NECESSARY. CEILING 1. EXISTING CEILING GRID AND TILE TO REMAIN THROUGHOUT. 2. REPLACE ANY DAMAGED CEILING TILES IF APPLICABLE. LIGHTING 1. EXISTING LIGHTING TO REMAIN THROUGHOUT. 2. MODIFY LIGHTING AS REQUIRED IN AREA OF WORK. MECHANICAL 1. PRICE TO ENGINEER TO CURRENT CODE. FIRE PROTECTION 1. MODIFY EXISTING SPRINKLERS IN AREA OF WORK (DEFERRED) 2. MODIFY EXISTING FIRE ALARM IN AREA OF WORK (DEFERRED) 3. KEYED NOTES O RELOCATE EXISTING CASEWORK TO WORKROOM O DEMOLISH EXISTING CASEWORK 3O DEMOLISH EXISTING CARPET ® REPLACE EXISTING LIGHT FIXTURES WITH NEW LED �■[11:1��131�1.�=.`�I�I_1.»_��]S�Ia���LK�I�I��.»►NISGAZ�l�1 5O DEMOLISH EXISTING WALL. REPLACE/REPAIR CEILING IN AREA OF WORK. © REPLACE EXISTING SPRINKLERS AND SMOKE DETECTORS IN AREA OF WORK (DEFERRED) 1ST FLOOR - DEMOLIT', NORTH InSight HealthCare Architecture KLanglois@InsightDesignStudio.biz 12345 Lake City Way NE #2108 Seattle, WA 98125 206-601-6645 8466 REGISTERED ARCHITECT/ Karsea M. Langlois TATE OF WASHINGTO 16 Virginia Mason Franciscan Health- VIRGINIA MASON CONF. ROOM/ STAFF SUPPORT 7315 212th St SW EDMONDS, WA 98026 RESUB May 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MARK DATE DESCRIPTION PERMIT 2/29/24 SUBMITTAL PERMIT 4/15/24 SUBMITTAL #2 DATE: 2-29-2024 TITLE: FIRST FLOOR PLAN - DEMOLITION SCALE: 1/8" = 1'-0" DRAWING NUMBER: A1.0 GENERAL NOTES 1. PATCH AND PAINT THROUGHOUT U.N.O. 2. NEW FLOORING THROUGHOUT. 3. PATCH AND REPAIR ANY EXISTING PARTITIONS, WALL SURFACES, OR COLUMNS DAMAGED DURING CONSTRUCTION OR GENERAL WEAR AND TEAR. PREPARE SURFACES TO RECEIVE A SMOOTH LEVEL 4 FINISH. 4. ALL GYP. BOARD SURFACES TO RECEIVE TWO (2) COATS OF PAINT. PREPARE ALL SURFACES TO BE PAINTED PER MANUFACTURER RECOMMENDATIONS. 5. REPAIR DAMAGED CABINET LAMINATED SURFACES WHERE POSSIBLE. 6. NEW P—LAM COUNTERTOPS WHERE CASEWORK IS TO BE MAINTAINED. 7. REUSE EXISTING PLUMBING FIXTURES OBTAINED FROM DEMOLITION WHERE APPLICABLE. 8. TEST FOR ASBESTOS IN EXISTING MATERIALS (IN AREAS OF LVT FLOORING, AT PLUMBING, ETC.). ABATE AS NECESSARY. 9. FURNITURE TO BE PROVIDED BY TENANT. CEILING 1. EXISTING CEILING GRID AND TILE TO REMAIN THROUGHOUT. 2. REPLACE ANY DAMAGED CEILING TILES IF APPLICABLE. GHTING 1. EXISTING LIGHTING LAYOUT TO REMAIN THROUGHOUT. 2 MECHANICAL 1. PRICE TO ENGINEER TO CURRENT CODE. FIRE PROTECTION 1. MODIFY EXISTING SPRINKLERS IN AREA OF WORK (DEFERRED) 2. MODIFY EXISTING FIRE ALARM IN AREA OF WORK (DEFERRED) 3. PROVIDE NEW FIRE STROBE ON SOUTH WALL OF NEW CONFERENCE ROOM. FINISHES: SV MANUFACTURER: MANNINGTON SERIES: PARADIGM COLOR: PRECEDENT #PD217 LOCATION: SOILED HOLDING ROOM CARPET MANUFACTURER: MOHAWK GROUP SERIES: EXPEDITION PATTERN: LITHOSPHERE COLOR 739 GLACIER LOCATION: TYPICAL THROUGHOUT, U.N.O. TYPE: 24"x24" CARPET TILES, BRICK ASHLAR BASE MANUFACTURER: ROPPE 700 SERIES: 4" COVE; 8' RUBBER COLOR: BLACK BROWN #193 LOCATION: TYPICAL THROUGHOUT U.N.O. NOTES: CONTINUOUS PIECES PAINT 1 MANUFACTURER: SHERWIN WILLIAMS SERIES: WHITE & PASTEL COLOR: MEDICI IVORY / SW7558 LOCATION: FIELD THROUGHOUT U.N.O. KEYED NOTES 0 RELOCATED CASEWORK, PROVIDE BACKING. PROVIDE NEW FIRE STROBE ON SOUTH WALL OF NEW CONFERENCE ROOM. 3.1 NEW NON —RATED WALLS TO 6" ABOVE CEILING GRID — SEE WALL TYPE 1, DETAIL 4/A8.0 3.2 NEW 1 —HOUR WALLS TO DECK ABOVE (5/8" GWB EACH SIDE, FIRE CAULK ALL PENETRATIONS SEE WALL TYPE 2, DETAIL 4/A8.0 4.1 NEW 36"X72" NON —RATED DOOR W CLOSER N n;w 42"v'z_" Nq_N onto Gp: DG@ps 4.3 NEW 36"X72" 20MINUTE DOOR W/ CLOSER AND TRILOGY CIPHER LOCK 05 NEW 200 CFM EXHAUST, TIED TO RESTROOM FAN DUCTING TO THE SOUTH 0= AREA OF WORK © PROVIDE BACKING FOR NEW WHITEBOARD AND TELEVISION 70 NEW FLOORING ® REPAIR / REPLACE EXISTING CEILING IN AREA OF WORK 1ST FLOOR - PROPOSE NORTH Insight HealthCare Architecture KLanglois@InsightDesignStudio.biz 12345 Lake City Way NE #2108 Seattle, WA 98125 206-601-6645 8466 REGISTERED ARCHITECT LTAT Karsea M. LangloisE OF WASHINGTO Virginia Mason Franciscan Health VIRGINIA MASON CONE ROOM/ STAFF SUPPORT 7315 212th St SW EDMONDS, WA 98026 RESUB May 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ATE IDESCRIPTION 1 \ 15/10/24 DATE: 5-10-2024 TITLE: FIRST FLOOR PLAN - PROPOSED SCALE: 1 /8" = 1'-0" DRAWING NUMBER: A1.1 InSight HealthCare Architecture KLanglois@InsightDesignStudio.biz 12345 Lake City Way NE #2108 Seattle, WA 98125 206-601-6645 8466 REGISTERED ARCHITECT/ Karsea M. Langlois TATE OF WASHINGTO 16 Virginia Mason Franciscan Health- VIRGINIA MASON CONF. ROOM/ STAFF SUPPORT 7315 212th St SW EDMONDS, WA 98026 RESUB May 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MARK DATE DESCRIPTION PERMIT 2/29/24 SUBMITTAL PERMIT 4/15/24 SUBMITTAL #2 DATE: 2-29-2024 TITLE: SECOND FLOOR PLAN - DEMOLITION SCALE: 1/8" = 1'-0" DRAWING NUMBER: A2.0 InSight HealthCare Architecture KLanglois@InsightDesignStudio.biz 12345 Lake City Way NE #2108 Seattle, WA 98125 206-601-6645 8466 REGISTERED ARCHITECT/ Karsea M. Langlois TATE OF WASHINGTO 16 Virginia Mason Franciscan Health- VIRGINIA MASON CONF. ROOM/ STAFF SUPPORT 7315 212th St SW EDMONDS, WA 98026 RESUB May 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MARK DATE DESCRIPTION PERMIT 2/29/24 SUBMITTAL PERMIT 4/15/24 SUBMITTAL #2 DATE: 2-29-2024 TITLE: SECOND FLOOR PLAN - DEMOLITION SCALE: 1/8" = 1'-0" DRAWING NUMBER: A2.1 LATERAL FORCE BRACING: HANGER (SUSPENSION) WIRES: ol 8" 6 MAXIMUM OUT OF PLUMB 1.6 - IF GREATER 1. Provide lateral force bracing at 12'-0" o.c. (maximum) and begin no 1. Hanger and perimeter wires must be plumb within 1 in 6 unless MAXIMUM MINIMUM 12 GA WIRE PROVIDE COUNTER -SLOPING WIRES farther than 6 feet from walls counter sloping wires are provided. 4'-0" OC, MAXIMUM 2. Seismic splay wires are to be four 12-gage wires attached to the main 2. Hanger wires shall be 12 gage and spaced 4 feet on center or 10 HEAVY DUTY SYSTEM J beam. Wires are arrayed 90 degrees from each other and at an angle gage and spaced 5 feet on center. SPREADER BAR not exceeding 45 degrees from the plane of the ceiling. 3. Any connection device at the supporting construction shall be MAIN RUNNER 3. Seismic splay wires shall be attached to the grid and to the structure capable of carrying not less than 100 pounds. 3/4" MIN co MINIMUM (3) TURNS IN 1-1/2" M AT 4'-0" OC, MAX in such a manner that they can support a design load of not less than 4. Powder -driven shot -in anchors (PAFs) are an approved method of NV V 200 pounds or the actual design load, with a safety factor of 2, attachment for hanger wires. whichever is greater 5. Terminal ends at each main beam and cross tee must be supported HANGER WIRE 4. "Powder -driven shot-in-anchors"PAF's), when used for seismic within 8 inches of each wall with a perimeter wire. application as part of the prescriptive path in seismic design 6. Wires shall not attach or bend around interfering material or ACOUSTIC CEILING TILE = categories D, E and F, shall have an ICC-ES approval for the seismic equipment. A trapeze or equivalent device shall be used where LAY -IN BOARD, SEE c� CROSS TEE POP RIVET 1" MAX applications and shall require "special inspection" irrespective of the obstructions preclude direct suspension. Trapeze suspensions shall ROOM FINISH SCHEDULE = NOTE: type of occupancy category the structure is in. PAF anchors for kicker wires (splayed wires installed for purposes other than seismic be a minimum of back-to-back 1% inch cold -rolled channels for spans exceeding 48 inches. ARMSTRONG J BERC2 CLIP CEILING MEMBERS MAY BE ATTACHED restraint) are exempt from this requirement. ELECTRICAL FIXTURES: 01 TO NO MORE THAN (2) ADJACENT WALLS 5. Splay wires are to be within 2 inches of the connection of the vertical 1. Light fixtures weighing less than 10 pounds shall have one 12 gage 1 1 2" MAIN TEE / 6. strut to suspend ceiling. Rigid bracing may be used in lieu of splay wires. hanger wire connected from the fixture to the structure above. This DIMENSION POINT 7. Vertical struts must be positively attached to the suspension systems wire may be slack. MAIN TEE OA UNATTACHED WALL (B)MAIN RUNNERS & CROSS TEES @ATTACHED WALL 8. and the structure above. The vertical strut may be EMT conduit, metal studs or a proprietary 2. Light fixtures weighing more than 10 pounds and less than 56 pounds shall have two 12 gage wires attached at opposing corners of the A light fixture to the structure above. These wires must be taut. compression post. 3. Pendant mounted fixtures shall be directly attached from the WALL MOLDINGS: structure above using a 9 gage wire or an approved alternate support 1. Wall moldings (perimeter closure angles) are required to have a without using the ceiling suspension system for direct support. horizontal flange 2 inches wide. One end of the ceiling grid shall be 4. Tandem fixtures may utilize common wires. attached to the wall molding, the other end shall have a % inch PARALLEL TO MAIN RUNNER, MIN ( TURNS PARALLEL TO 2. clearance from the wall and free to the side. Where substantiating documentation has been provided to the local MECHANICAL SERVICES: 1. Terminals or services weighing 20 pounds, but not more than 56 12 GA SPLAYED BRACE IN 1 1/1 2" ^� CROSS TEE (�w, jurisdiction, perimeter clips may be used to satisfy the requirements pounds, must have two 12 gage wires connecting them to the ceiling PLUMB 1/6 �� 6 WIRES, TYPICAL 450 MAX 46' 3. for the 2-inch closure angle. The be two 2. system hangers or the structure above. These wires may be slack. Terminals 8" MAX. grid shall attached at adjacent walls (pop rivets or or services weighing more than 56 pounds must be 10 approve method). Soffits extending to a point at least level with the independently supported directly to the structure above. These wires SUSPENDED ACOUSTICAL bottom plane of the grid and independently supported and laterally must be taut. CEILING TILE - CUT AND PARALLEL TO braced to the structure above are deemed to be equivalent to walls. RABBET AS REQUIRED MAIN RUNNER SPREADER BARS: SEISMIC SEPARATION JOINTS: Not Applicable IN FIELD 45o MAX 1. Spreader (spacer) bars shall be used to prevent the ends of the main PARALLEL TO CROSS TEE o �AX AIN RUNNE beams and cross tees at perimeter walls from spreading open during SPRINKLERS: 45 EE R a seismic event. Perimeter wires shall not be in lieu of spreader bars. ceilin s without rigid bracing, 9 g g, sprinkler head penetrations shall VERTICAL STRUT COMPRESSION POST TO ROSS � 2 NOTE: 2. Spreader bars are not required at perimeters where runners are have a 2 inch oversize ring, sleeve or adapter through the ceiling tile 9, P 9 9 PERIMETER ANGLE STRUCTURE ABOVE 12'-0" OC EACH WAY, SEISMIC BRACING ONLY attached directly to closure angles. to allow free movement of at least 1 inch in all horizontal directions. � START 6'-0" MAXIMUM FROM EDGE OF CEILING REQUIRED IN SEISMIC 3. Wire tying is an acceptable alternative to spreader bars. Flexible head design that can accommodate 1 inch free movement FINISH WALL AROUND PERIMETER SEE STRUCTURAL O SEISMIC BRACING CATEGORIES D, E & F 4. Spreader bars are not required if a 90 degree intersecting cross or P q g g shall be permitted as an alternate. CEILING TI LE AT WALL main is within 8 inches of a perimeter wall. B 5. Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars. ACOUSTICAL CEILING - TYPICAL AIL AT CEILING TEE 8DET 14 SCALE: 1-1 /2 = 1 -0 SCALE: 1-1 /2 = 1 -0 INTERIOR PARTITION TYPE 1: NR GENERAL WALL TYPE NOTES 5/8" Type 'X' GWB to 6" Above finished ceiling WALL, AS SCHEDULED 3-5/8" metal studs @ 16" o.c. to 6" 1. ALL WALL SUBSTRATES AND SHEATHINGS EXTEND above finished ceiling TO DECK ABOVE LINO. GYP BOARD Sound attenuation batts to fill call cavity 2. PROVIDE FLOOR OR ROOF ACOUSTICAL �5" TYPE "X" GWB, TYP., WALL PROTECTION 5/8" Type 'X' GWB to 6" above finished INSULATION IN ALL INTERIOR FRAMED WALLS EACH SIDE C ceiling AND FLOOR/CEILING ASSEMBLIES UNO. CONTINUOUS CLEAR CAULK Brace walls to deck above OUTLET BOX OR OTHER SOUND BATT INSULATION 3. ACOUSTICAL INSULATION NOT REQUIRED AT PENETRATION, INSULATE AROUND - 3/8" PARTIAL HEIGHT AND PARTIAL LENGTH STUB ( SEALANT AROUND CONTINUOUS ACOUSTIC SEALANT �2 INTERIOR PARTITION TYPE 2 1-Hour WALLS, WALLS BETWEEN STORAGE ROOMS, PENETRATION FRAMING AS SCHEDULED EA. SIDE ( FIRE CAULKING AT /. STAINLESS STEEL TOP CAP 5/8" Type 'X' GWB to deck above WALLS BETWEEN STORAGE ROOMS AND HALLWAYS, ELECTRICAL ROOMS, OR OTHER FIRE RATED PARTITIONS 'V STORAGE ROOM - CONTINUOUS CLEAR CAULK 3-5/8" metal studs @ 16" o.c. to deck NOTE: DO NOT LOCATE NOTE: SEALANT/CAULKING � above 4. ANY PENETRATION THROUGH A RATED WALL, OUTLETS/BOXES BACK-TO-BACK USED FOR ACOUSTIC PURPOSES CANT STRIP Sound attenuation batts to fill call cavity INCLUDING THOSE FOR PIPES, CONDUITS, AND MUST BE RATED FOR SUCH DUCTS SHALL BE FIRE CAULKED. SEE USE. INTEGRAL COVED BASE FLOORING, 5/8" Type 'X' GWB to deck above MECH./ELEC. DRAWINGS FOR ITEMS THAT HEAT WELD ALL SEAMS PENETRATE. 1 5. TYPICAL INTERIOR WALL TYPE IS TYPE '1 % UNO. TYPICAL INTERIOR WALL IS NOT FLAGGED, EXCEPT FOR CLARITY. INTEGRAL COVED BASE PARTITION - TYPICAL PENETRATIONS PARTITION - TYPICAL SILL 1 0 6. ALL STUD FRAMING AND FURRING 16" O.C. UNO. 6 7 SCALE: 1-1 /2" - 1'-O" - SCALE: 1-112" = 1'-0" SCALE: 1-1/2" = 1'-0" 7. A WALL TYPE CONTINUES THE FULL ROOM GENERAL NOTES. LENGTH, INCLUDING ANY JOGS, ANGLES, RECESSES, OR STUB WALLS, UNO. ANY WALL DEFLECTION SPACE WITH LINE OF STRUCTURAL DECK OR „ SEGMENT NOT FLAGGED IS TO BE CONSTRUCTED ACOUSTIC SEALANT, CONT. BOTTOM OF BEAM - TO BE �/- - - - - - - PER THE ADJACENT WALL OR NEAREST FLAGGED EA. SIDE (FIRE CAULKING AT FIREPROOFED EQUIVALENT TO PLAN GRAPHICS 1. FOR ADDITIONAL INFORMATION WALL, UNLESS SHOWN OTHERWISE. FIRE RATED PARTITIONS 1-HOUR RATING i REFER TO ANSI A117.1-2003 I 8. WHERE DIFFERENT STUD SIZES / LAYERS OF SUBSTRATE: Z I 4 KEYED NOTES. SHTHG OCCUR ALONG A CORRIDOR/ HALLWAY 3-5/8" METAL STUDS @ 16" O.C. WALL, IT IS INTENDED THAT THE CORRIDOR TYP., LINO O DOOR SHALL HAVE A MINIMUM 18" MIN. I1.4 SIDES ALIGN UNO. _ ACOUSTICAL BATT INSUL, TYP. CLEAR i CLEAR OPENING WIDTH OF 32 9. ALL GWB SURFACES AND MASONRY TO BE SOUND BATT INSULATION J 1 (MEASURED FROM FACE OF PREPARED FOR PAINT GRADE FINISH LINO. 5/8" GYP BD DOOR TO OPPOSITE JAMB 2 WHEN DOOR IS IN OPEN 10. SEE INTERIOR ELEVATIONS FOR LOCATIONS OF-Fr-7 NOTE: POSITION) P-LAM MDF, ACOUSTICAL PANELS OR OTHER = 1-HOUR CONSTRUCTION WHERE O2 60" DIAMETER TURNING SPACE APPLIED WALL FINISHES. FRAMING SHOWN RATED ON CODE PLANS 12" MIN. 11. USE WATER RESISTANT GYP. BD IN X 51, » TYPE X GWB, TYP., Z CLEAR O3 MANEUVERING SPACE: FRONT MOISTURE PRONE AREAS EACH SIDE � I I APPROACH, PULL SIDE 00 4 MANEUVERING SPACE: FRONT O APPROACH, PUSH SIDE LINE OF FIN. CEILING, SEE SEE SHEATHING / FURRING TYPE MODIFIERS FOR ALTERNATE OR 4 REFLECTED CEILING PLAN. ADDITIONAL SHEATHING DESCRIPTIONS L ADA DOOR - MANEUVERING SPACE WALL TYPES FULL HEIGHT C2 PARTITION (DISCALE. YPICAL INTERIOR WALLSCALE: 5 4 :) "=,_ SCALE: 1-1 /2 - 1 0 3/8" = 1'-0" SCALE: 112" = 1'-0" 1" = 1'-0" Insight HealthCare Architecture KLanglois@lnsightDesignStudio.biz 12345 Lake City Way NE #2108 Seattle, WA 98125 206-601-6645 8466 REGISTERED ARCHITECT Karsea M. Langlois STATE OF WASHINGTON 6 a. Virginia Mason Franciscan Health- VIRGINIA MASON CONF. ROOM/ STAFF SUPPORT 7315 212th St SW EDMONDS, WA 98026 RESUB May 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MARK DATE DESCRIPTION 2/29/24 PERMIT SUBMITTAL P 4/15/24 SUBMITTAL #2 DATE: 2-29-2024 TITLE: DETAILS, WALL TYPES DRAWING NUMBER: A8.0 WALL, AS SCHEDULED GYP BOARD WALL PROTECTION JI I /-- CONTINUOUS CLEAR CAULK CORIAN COUNTER AND 4" CORIAN COUNTER AND 4" 2'-1" CORIAN BACKSPLASH 2'-1" CORIAN BACKSPLASH 3/4» 3/4» 3/4„ 3/4„ N WIRE PULLS - N I WIRE PULLS - zo MATCH EXISTING o MATCH EXISTING tz PARTICLEBOARD W 3/4" PARTICLEBOARD DOOR WITH P-LAM ON DOOR WITH P-LAM ON EL EXPOSED SURFACES EL EXPOSED SURFACES MELAMINE SEMI- MELAMINE SEMI - EXPOSED CABINET & EXPOSED CABINET & DRAWER SURFACES DRAWER SURFACES f I IVI 1 1'Ik 3»I, BASE AS SCHEDULED 13"1"— BASE AS SCHEDULED BASE CABINET _SINK BASE CABINET SCALE: 1' = 1'-0" P-LAM SOFFIT AT ALL CEILING HEIGHTS NO GAPS AT INTERSECTION WITH FINISHED CEILING P-LAM SOFFIT 3/8" STAINLESS STEEL TOP CAP z 0 Q w ADJUSTABLE SHELF CONTINUOUS CLEAR CAULK W 3/4" (2) SIDES w/ CANT STRIP w P.V.C. EDGES BACKING 3/4" TYPICAL INTEGRAL COVED BASE FLOORING, HEAT WELD ALL SEAMS 7 1 _» 2 INTEGRAL COVED BASE 1 z P. LAM FACE w/ P.V.C. SCALE: 1-1 /2" = 1'-0" IL o EDGES 3/4" TYPICAL o_ CD z t 2' -1 e. J LijL`' J 3/4» CAULK Lij -4 BACKSPLASH, 3/4" x 4" � TYPICAL 3/4„ z 0 Q DRAWERS w J W D_ I NAILER, 3/4" x 3" TYPICAL SECTION TYPICAL CABINETS SCALE: 1' = 1'-0" BACKSPLASH, 3/4" x 4" TYPICAL SCALE: 1' = 1'-0" ----------------- i i i ELEVATION - CEILING AS SCHEDULED 1 " SCRIBE NOTE: COORDINATE UPPER CABINETS TO AVOID VERTICAL FRAME EXCEPT AT HINGE POINTS ADJUSTABLE SHELVING FAUCET / SINK (SEE MECHANICAL) BACKSPLASH RETURN SCRIBE SPACE (1" MAX.) BASE AS SCHEDULED NOTE: TYPICAL TOE KICK HEIGHT SHALL BE 4" U.N.O. ON CASEWORK InSight HealthCare Architecture KLanglois@InsightDesignStudio.biz 12345 Lake City Way NE #2108 Seattle, WA 98125 206-601-6645 8466 REGISTERED ARCHITECT Karsea M. Langlois STATE OF WASHINGTON Virginia Mason Franciscan Health- VIRGINIA MASON CONF. ROOM/ STAFF SUPPORT 7315 212th St SW EDMONDS, WA 98026 RESUB May 10 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 2-29-2024 TITLE: DETAILS DRAWING NUMBER: A8.1