Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
APPROVED FIR BLD2023-0769+Architectural_Plan+6.16.2023_1.30.13_PM+3614402
FREIHEIT ARCHITECTURE Approved DFM akr'Us i�,u.rt South County Fire Date: 07/13/2023 07-13-2023 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A SEPARATE FIIRE ALARM PERMIT IS REQUIRED. 2. SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 3. SUITE NUMBER REQUIRED AT ENTRANCE TO SUITE. DFM BURT ATLAS COFFEE TENANT IMPROVEMENT 201 5TH AVE S, SUITE 201 EDMONDS WA 98020 ATLAS COFFEE FREIHEIT ARCHITECTURE 201 N 85th Street 505 106TH AVE SE SUITE 302 Seattle, WA 98103 U BELLEVUE, WA 98004 206.454.3461 H 425-827-2100 W CONTACT: JENNIFER ROBERTS CONTACT: RICKY KENNEDY O EMAIL: JENNIFER.ROBERTS@NKG.COFFEE a EMAIL: RKENNEDY@FREIHEITARCH.COM ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ......................: CONSTRUCTION TYPE: VA .......................: • B OCCUPANCY GROUP OCCUPANT LOAD ` 23 : Separate plumbing and mechanical permits required. Please apply for all applicable permits via MyBuildingPermit.Com City Of Edmonds Building Department Work ....................................................... NEW TI ............................................................ ....................................... Address .... 201 5TH AVE S ..................................... 201 GENERAL ..................................... ....................................... ....................................' A0.01 GENERAL NOTES Owner ATLAS COFFEE : A1.00 CODE PLAN ............................ _,.................... .......................................... ARCHITECTURAL Approved Date 07/26/2023 ...... A2.00 ARCHITECTURAL SITE PLAN ................................... A3.00 DEMOLITION PLAN Building Official ............................................ E�; ^ ' W A3.10 A3.30 A3.31 FLOOR PLAN FINISH PLAN FUNRITURE PLAN A3.40 ELECTRICAL REQUIREMENTS PLAN ...................•••••• A6.00 DETAILS Permit Number BLD2023-0769 A6.01 A7.00 DETAILS DEMOLITION REFLECTED CEILING PLAN A7.01 REFLECTED CEILING PLAN A8.00 ENLARGED CASEWORK PLANS A9.00 SCHEDULES A9.01 DOOR SCHEDULE DOOR HARDWARE *NOTE NO SITE OR EXTERIOR CONSTRUCTION PROPOSED IN THIS PROJECT. Z LU 75 LU ON ry n G Z Q ZIt- LU N � w w ~ CD N w LL Dc) 00 LL c) Q O w� U QU) Q 1--O J75 Q N �W 12738 REGISTERED ARCHITECT NNCHAEL J. L� . TON STATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COVER A0.00 GENERAL NOTES CONSTRUCTION PROJECT DATA 3. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE BIDDER DESIGN/BUILD. THE CONTRACTOR SHALL BE 3. PROVIDE APPROPRIATE TRANSITION MATERIAL AS REQUIRED WHERE DISSIMILAR FLOORING 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE AS ADOPTED BY THE RESPONSIBLE FOR OBTAINING THE CORRESPONDING PERMITS FOR WORK. THE PROPOSED SYSTEM DESIGN & MATERIALS INTERSECT. C/TYOF EDMONDS, STATE REGULATIONS FOR BARRIER FREE DESIGN, WA STATE ENERGY CODE, AND ALL METHOD OF OPERATION FOR ALL ROOMS SHALL BE REVIEWED AND APPROVED BY THE TENANT PRIOR TO THE APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. IN CASE OF ANY CONFLICT WHERE THE START OF ANY WORK. 2018 WA STATE ENERGY CODE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE 4. WHERE APPLICABLE, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION 1. INDICATE IDENTIFICATION MARK SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSULATION ARCHITECT OF ALL CONFLICTS. DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF INSTALLED FOR BUILDING INSPECTION. MARK SHALL BE READILY VISIBLE. ALL DISCREPANCIES BETWEEN THE CONSULTANTS' DRAWINGS WITH A WRITTEN REQUEST FOR 2. SECURE RELEVANT CITY AND STATE APPROVALS RELATING TO FIRE, CONSTRUCTION, LABOR, HEALTH AND CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE 2. VESTIBULES - PER SECTION C402.5.7 OF THE 2018 COMMERCIAL WA STATE ENERGY CODE, LICENSING. CONTRACTOR SHALL FURTHER POST ALL BONDS AND SECURE ALL INSURANCE REQUIRED BY LAW CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE BUILDING OWNER, TENANT, OR ARCHITECT. VESTIBULES ARE REQUIRED AT ALL BUILDING ENTRANCES. THIS PROJECT FALLS UNDER C402.5.7 OR CONTRACT, FORWARDING PROOF OF SUCH ACTIONS TO THE LANDLORD PRIOR TO COMMENCEMENT OF EXEMPTION 10, AND HAS LISTED THE REQUIRED NOMANCLATURE ON SHEET A3.01. CONSTRUCTION. 5. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND CABLE TRAYS SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DEVELOPMENT RANGE OF LESS THAN 50. 3. PROJECT CLOSE OUT DATA IS REQUIRED, INCLUDING BUT NOT LIMITED TO: WSEC ENVELOPE 3. WORK NOT INCLUDED IN THIS CONTRACT SHALL BE MARKED "N.I.C." OR SPECIFICALLY ASSIGNED TO COMPLIANT FORMS AND CALCULATIONS, AND FENESTRATION NFRC RATING CERTIFICATES. ANOTHER PARTY. 6. ALL EXPOSED MATERIAL & PIPING IN RETURN AIR PLENUM MUST MEET FS 25. 4. CONTRACTOR SHALL VISIT THE SITE, REVIEW THE DRAWINGS AS SUBMITTED BY THE ARCHITECT, AND 7. ALL PLUMBING AND HVAC PIPE AND DUCTWORK IN PLENUM SHALL HAVE A FLAME SPREAD RATING OF LESS BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. THAN 25 AND A SMOKE DEVELOPMENT RANGE OF LESS THAN 50 5. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATIONS SUBMITTALS AND WARRANTY OR WRITTEN DIRECTIONS. 1. SUBMIT A LIST OF PROPOSED PRODUCT SUBMITTALS AND SHOP DRAWINGS TO THE OWNER FOR APPROVAL 6. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS PRIOR TO START OF CONSTRUCTION. SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. ALL PRODUCTS AND MATERIALS SPECIFIED IN THE DRAWINGS (WITH EXCEPTION TO SPECIFIC FINISH 7. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT COLORS AND FLOORING) ARE INTENDED TO BE ON AN "OR EQUAL" BASIS. ANY PROPOSED SUBSTITUTIONS SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY MUST BE SUBMITTED TO THE ARCHITECT IN WRITING FOR APPROVAL WITHOUT DELAY OF SCHEDULE. COMPLETE THE WORK. 3. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION, UNLESS 8. VERIFY ALL "BUILDING STANDARDS" WITH BUILDING OWNER PRIOR TO BEGINNING ANY WORK. HOWEVER, OTHERWISE SPECIFIED, AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE IS GIVEN. THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. FIRE PROTECTION 9. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER 1. FIRE PROTECTION DESIGN UNDER SEPARATE PERMIT. fp DRAWINGS TO INCLUDE REQUIRED FIRE HYDRANTS, PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. FIRE ACCESS, AND ANY OTHER REQUIRED FIRE FEATURES. fp DRAWINGS TO INCLUDE REQUIRED EXITS, PIV/FDC, KNOX BOX LOCATION, FIRE ALARM PANEL, ANNUNCIATOR, PULL STATIONS, STANDPIPE LOCATION, 10. VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN HOSE CONNECTIONS, AND RISER ROOM LOCATION AS WELL AS LOCATION AND LIST OF ANY HAZARDOUS THE PLANS OR SPECIFICATIONS. MATERIALS STORED ON SITE. 11. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) 2. IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RELATED ELEMENTS AS CONDITION AT ALL TIMES. REQUIRED BY CODE. 12. PROTECT ADJACENT WORK AND REPAIR ANY DAMAGE AT CONTRACTOR'S OWN EXPENSE. 3. FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHERS REQUIRED UNDER N.F.P.A. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL 10 MOST RECENT EDITION AND APPROVED BY THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION APPLICABLE SAFETY CODES. WITH FIRE MARSHAL PRIOR TO INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXPOSED LOCATIONS. 14. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE BUILDING OWNER/ARCHITECT/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE 4. FIRE EXTINGUISHERS AND CABINETS SHOULD BE LOCATED SO THAT THE TOP OF THE EXTINGUISHER OR CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. CABINET IS NO HIGHER THAN 48" AFF AND THE TOP OF THE EXTINGUISHER OR CABINET HANDLE IS AT LEAST 36" AFF. 15. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKERS. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA, AND 5. AT SEMI -RECESSED FIRE EXTINGUISHER CABINETS WRAP ADDITIONAL LAYER(S) OF TYPE'X' GYPSUM WALL CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF BOARD INTO THE CABINET CAVITY TO MAINTAIN SPECIFIED FIRE RATED REQUIREMENT. REFER TO WALL PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 6. PROVIDE AND INSTALL FIRE EXTINGUISHER SIGNAGE (5"X6") ABOVE EACH FIRE EXTINGUISHER OR CABINET 16. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. WITHIN THE SCOPE OF THE TENANT IMPROVEMENT. MOUNT AT 84" AFF UNLESS OTHERWISE REQUIRED. 17. APPROVED ACCESS MUST BE PROVIDED AND ALL HYDRANTS OPERATIONAL PRIOR TO THE START OF 7. EXIT SIGNS AND EXIT ILLUMINATION SHALL CONFORM TO THE 2018 IBC AND THE CITY OF EDMONDS FIRE COMBUSTIBLE DELIVERY OR CONSTRUCTION. TEMPORARY ACCESS IS ALLOWED TO BE 4" HMA/ATB OR FIRST MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE AND INSTALL EMERGENCY LIGHTING AND EXIT LIFT OF CLASS B ASPHALT. ACCESS SHALL SUPPORT THE WEIGHT OF THE FIRE APPARATUS (35 TONS) AND LIGHTING AS REQUIRED BY THE EDMONDS FIRE AND BUILDING DEPARTMENTS. CONFIRM ACCEPTABILITY OF POINT LOAD OF 75 PSI FOR AERIAL DOWNRIGGERS. HYDRANTS AND FDCS MUST BE CONTINUALLY ACCESSIBLE LOCATIONS WITH THE BUILDING OWNER BEFORE INSTALLATION. CONTRACTOR SHALL PROVIDE AND INSTALL TO FIRE DEPARTMENT, WITH ACCESS APPROVED BY FIRE MARSHAL. AUDIBLE ALARMS IN ACCORDANCE WITH IBC ARTICLE 9. CONTRACTOR SHALL PROVIDE AND INSTALL VISIBLE ALARM SIGNALS AS REQUIRED BY ADA GUIDELINES. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SMOKE 18. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING SPACE CLEAN, WASH ALL DETECTORS AND SMOKE DETECTION AS REQUIRED UNDER ARTICLE 9 OF THE IBC. THE INSTALLATION OF THE WINDOWS AND GLASS, POLISH ALL HARDWARE AND FIXTURES. REPLACE AND PATCH AREAS OF CEILING ABOVE NOTED SYSTEM SHALL INCLUDE THE CONNECTION TO AND/OR MODIFICATION OF THE EXISTING DAMAGED DUE TO LIGHTING INSTALLATION OR MECHANICAL ADJUSTMENT. BUILDING SYSTEMS, AS NECESSARY. 19. MINIMIZE DISRUPTIONS OF BUILDING OCCUPANTS DUE TO NOISE, ODOR, FUMES, OR VIBRATION. AT THE 8. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL END OF CONSTRUCTION THE CONTRACTOR SHALL COMPLETELY CLEAN ALL AREAS SOILED BY CONSTRUCTION KNOWLEDGE OR EFFORT. ACTIVITIES INCLUDING THOSE IN WHICH NO WORK WAS DONE. 9. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS OCCUPANCY EXCEPT AS 20. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER 25 OF THE 2018 PROVIDED IN NFPA STANDARD 30 AND THE 2018 INTERNATIONAL FIRE CODE. PERMIT MAY BE REQUIRED. I.B.C. 10. ALL DRAPES, HANGINGS, CURTAINS, AND ALL OTHER DECORATIVE MATERIAL, INCLUDING CHRISTMAS TREES 21. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 20181.B.C. AND THE U.S. PRODUCT THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE SAFETY COMMISSION: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1426: 16 CFR MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME PART 1201). RETARDANT SOLUTION OR PROCESS APPROVED BY THE FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR 22. VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW OBSTRUCTED BY ANY DECORATIVE MATERIAL. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR MANUFACTURERS. FINISHES SHALL BE PER TABLE 803.9, SECTION 803.1 OF THE 2018 IBC. 23. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONSTRUCTION DRAWING SHOULD BE CALLED TO 11. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC THE ATTENTION OF THE ARCHITECT. RATING. 24. CONSTRUCT WALLS PLUMB AND SQUARE WITH EXISTING STRUCTURE AND NEW CONSTRUCTION UNLESS 12. BUILDING ADDRESS IS TO BE CONSPICUOUSLY POSTED ON ALL DRIVABLE SIDES OF THE BUILDING AND BE A NOTED OTHERWISE. MINIMUM OF 18" IN HEIGHT AND 2" IN STROKE WIDTH AND INSTALLED ON THE TOP 1/3 OF THE BUILDING. 25. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND 13. OCCUPANCY KEYS MUST BE ADDED TO KNOX BOX PRIOR TO OCCUPANCY. COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS. 14. ALL FIRE HYDRANTS ON SITE SHALL BE UPGRADED WITH A STORZ ADAPTER IF NEEDED. 26. ANY DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. 15. ALL PORTIONS OF THE FIRST FLOOR OF OCCUPANCY MUST BE WITHIN 150, OF FIRE APPARATUS ACCESS, AS 27. TEMPORARY ADDRESSING TO BE POSTED PRIOR TO, AND DURING CONSTRUCTION. NOT PARKING RULES MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY. TO BE STRICTLY ADHERED TO DURING CONSTRUCTION 16. FIRE SPRINKLER SYSTEM, UNDER SEPARATE PERMIT, TO BE PER NFPA 13. DIMENSIONS 17. AN ADDRESSABLE FIRE ALARM SYSTEM SHALL BE REQUIRED AND MONITORED AT A UL LISTED CENTRAL 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST STATION. ALL ALARM SYSTEMS SHALL HAVE A 10" BELL / STROBE INSTALLED ON THE EXTERIOR OF THE PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL VERIFY EXISTING BUILDING IN A LOCATION ACCEPTABLE TO THE FIRE MARSHAL OFFICE, WITH A SING READING "WHEN ALARM CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS SOUNDS, CALL FIRE DEPARTMENT-911". ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 18. FIRE ALARM SYSTEM TO HAVE MANUAL PULL STATIONS AT ALL PUBLIC ENTRANCE, EXITS AND ALL EXITS 2. DIMENSIONS OF PLANS ARE TYPICAL TO THE CENTERLINE OF COLUMNS AND FINISHED GWB FACE OF FROM EACH FLOOR. PARTITIONS, UNLESS NOTED OTHERWISE. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR (4) INCHES FROM THE FACE OF THE ADJACENT PARTITION OR CENTERED BETWEEN 19. DUCT DETECTORS THAT ARE NOT VISIBLE FROM THE FLOOR SHALL BE EQUIPPED WITH A REMOTE PARTITIONS.3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE INDICATOR. DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 20. EMERGENCY RADIO COVERAGE ANALYSIS IS REQUIRED PRIOR TO CONSTRUCTION COMPLETION TO CONSTRUCTION DETERMINE THE POSSIBLE NEED FOR AN IN -BUILDING RADIO FREQUENCY AMPLIFICATION SYSTEM. TESTING REQUIRED FOR 2019 IFC, CHAP 5 DAS SYSTEM REQUIRED FOR ANY FAILED TESTING. 1. INVESTIGATE AND VERIFY LOCATIONS OF EXISTING STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 2. COORDINATE CONSTRUCTION SCHEDULING WITH THE BUILDING OWNER TO ALLOW ONGOING OPERATION OF THE FACILITY DURING CONSTRUCTION. 3. PROVIDE BLOCKING AS REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 4. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. 5. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIRED BY DEMOLITION AND NEW CONSTRUCTION TO RECEIVE NEW SCHEDULED FINISHES. ALL SURFACES ARE TO HAVE "LIKE -NEW" APPEARANCE. 7. STUD HEIGHT AND SPACING LIMITATION OF STEEL FRAMING COMPONENTS SHOULD BE IN COMPLIANCE WITH ASTM C 754 FOR MAXIMUM DEFLECTION AND MINIMUM LATERAL LOADING REQUIREMENTS. 8. ALL DEMOLISHED MATERIALS TO BE RECYCLED TO AN APPROVED RECYCLER. PLUMBING, MECHANICAL & ELECTRICAL 1. PLUMBING, MECHANICAL, & ELECTRICAL DRAWINGS ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. 2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. CEILING 1. REFLECTED CEILING PLAN IS FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. DOOR 1. ALL DOOR HARDWARE TO MEET REQUIREMENTS OF 2018 IBC AND OWNER'S BUILDING REQUIREMENTS. 2. COORDINATE ALL KEYING REQUIREMENTS WITH OWNER/TENANT. CONTRACTOR SHALL PROVIDE ALL LOCKSET CYLINDERS TO MATCH OWNER STANDARD. CONTRACTOR SHALL RE -KEY ALL DOORS TO MEET TENANT AND OWNER'S REQUIREMENTS. FINISH AND MATERIALS 1. SUBMIT FINISH SAMPLES TO TENANT AND OWNER FOR APPROVAL PRIOR TO ORDERING MATERIALS. 2. INTERSECTION OF SCHEDULED FLOORING MATERIALS ARE TO OCCUR AT CENTERLINE OF DOOR WHEN IN A FULLY CLOSED POSITION UNLESS NOTED OTHERWISE. PROJECT LOCATION PROJECT ADDRESS: JURISDICTION: PARCEL NUMBER: ZONING: OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION: SPRINKLERED: NUMBER OF STORIES: SQ. FT. OF BUILDING: SQ. FT. OF IMPROVEMENT: LEGAL DESCRIPTION OLD MILL TOWN 201 5TH AVE SOUTH EDMONDS WA, 98020 CITY OF EDMONDS 00434212100100 BC / DOWNTOWN BUSINESS B (BUSINESS) V-A FULLY SPRINKLERED PER NFPA-13 2 24,386 SQ FT 3,357 SQ FT CITY OF EDMONDS BLK 121 D-00 - LOTS 1-2-3-4-5-6 TGW N1/2 PTN VAC ALLEY ADJ TO LOTS 1-2-3-4 DESCRIPTION OF WORK PROJECT WILL INCLUDE AN INTERIOR REMODEL OF EXISTING SPACE TO INCLUDE REMOVAL AND REPLACEMENT OF EXISTING FLOOR FINISH, NEW NON STRUCTURAL INTERIOR PARTITIONS AND NEW CASEWORK. DEFERRED SUBMITTALS THE FOLLOWING PORTIONS OF THE PROJECT WILL BE APPLIED FOR UNDER SEPARATE PERMITS 1. HVAC SYSTEM. (DUCTING, DISTRIBUTION, CONTROLS, AND ASSOCIATED STRUCTURAL) 2. LINE VOLTAGE ELECTRICAL SYSTEM WORK. 3. LIFE SAFETY SYSTEMS. (HORNS, STROBES & FIRE ALARM/SPRINKLER IMPROVEMENTS) 4. LOW VOLTAGE ELECTRICAL SYSTEMS. (TELEPHONE/DATA/SECURITY/INTERCOM) 5. PLUMBING (WATER, SANITARY, NATURAL GAS) APPLICABLE CODES NATIONAL: 2018 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS (51-50 WAC) 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2018 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS (51-56 WAC) 2017 NATIONAL ELECTRICAL CODE REGIONAL: 2018 WASHINGTON STATE ENERGY CODE (51-11 WAC) 2018 WASHINGTON STATE ADMINSTRATIVE CODE (WAC) LOCAL: EDMONDS MUNICIPAL CODE VICINITY MAP �jPF �at"n► • .d M FREIHEIT ARCHITECTURE Z W 2 W 0 0^ n Z ZIt- LLJ N W W ~ N W � LL � q C7 LL U) Q O W� U QU) W _ Z Q �O � C) Q N WW 12738 REGISTERED ARCHITECT tMICHAEL I L� . TON TATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES AO.01 GENERAL NOTES - CODE PLAN 1. MODIFICATIONS TO FIRE ALARM AND SPRINKLER SYSTEMS UNDER SEPARATE PERMIT FREIHEIT ARCHITECTURE A B C T E F T CODE PLAN LEVEL 2 Scale: 1/8" = V-0" 0 2. DOORS IN PATH OF EGRESS CANNOT BE LOCKED FROM SIDE OF TRAVEL OF EMERGENCYEGRESS 3. PROVIDE ONE (1) FIRE EXTINGUISHER (MINIMUM 2A10-B) EVERY 3000 SF (TYP) WITH MAXIMUM 75 LINEAR FEET TRAVEL DISTANCE TO EXTINGUISHER; VERIFY LOCATIONS ARE ACCEPTABLE WITH FIRE MARSHAL KEYNOTES - CODE PLAN CN-01 VERIFY ALL LOCATIONS OF FIRE ALARMS, DETECTION DEVICES AND HORNS/STROBES ARE ACCEPTABLE W/ FIRE MARSHAL CN-02 EXISTING/NEW MOUNTED FIRE EXTINGUISHER (MINIMUM 2A10-BC) AS REQUIRED. VERIFY LOCATION AND QUANTITY WITH FIRE MARSHAL CN-03 PROVIDE SIGN ABOVE DOOR THAT STATES "THIS DOOR IS NOT AN EXIT" CODE SUMMARY OCCUPANCY. (B) BUSINESS OCCUPANCY COUNT: PER PLAN SPRINKLERED: YES COMMON PATH OF EGRESS (IBC TABLE 1006.2.1): 100' MAX EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2): DEAD END CORRIDOR (IBC 1020.4): 300' MAX NUMBER OF EXITS (IBC 1006): 50' MAX 1 REQUIRED FROM EACH SUITE PLUMBING SUMMARY OCCUPANCY B OCCUPANT LOAD FACTOR (IBC TABLE 1004.1.2): 150 TOTAL AREA (PER PLAN): 3,357 SF NUMBER OF OCCUPANTS: 22 OCCUPANCY: PER CODE SUMMARY NUMBER OF OCCUPANTS: PER CODE SUMMARY MALE OCCUPANTS: 11 FEMALE OCCUPANTS: 11 WATER CLOSETS - MALE (PER IBC TABLE 2902.1): WATER CLOSETS - FEMALE (PER IBC TABLE 2902.1): LAVATORIES - MALE (PER IBC TABLE 2902.1): LAVATORIES - FEMALE (PER IBC TABLE 2902.1): NOTE: NO CHANGE IN COMMON AREA RESTROOMS OR REQUIRED NUMBER OF FIXTURES WITHIN THIS PROJECT LEGEND - CODE PLAN REQUIRED: 1/1 1/1 PROVIDED: 3 3 r NO WORK THIS AREA LONGEST COMMON PATH OF EGRESS TRAVEL EXISTING CONSTRUCTION LONGEST EXIT ACCESS TO REMAIN TRAVEL DISTANCE NEW WALL CONSTRUCTION DEAD END CORRIDOR ® NEW PARTIAL HEIGHT WALL DIAGONAL DISTANCE CONSTRUCTION ® 1-HOUR RATED WALL — — — — - EXIT SEPARATION ® 2-HOUR RATED WALL * OCCUPANCY COUNT AT EXIT 0 OCC ® 3-HOUR RATED WALL FE FIRE EXTINGUISHER 4' 8' 16' N Off]INTERNALLY ILLUMINATED EXIT SIGN OR INTERNALLY ILLUMINATED EXIT F� SIGN WITH HORN/STROBE ROOM NAME ROOM NA OCCUPANCY A- 00 SF SQUARE FOOTAGE 15 �� OCCUPANT COUNT LOAD FACTOR Z W 75 \W O/ 0^ n Z Z W oN w W ~ N LLJ � o LL rn LL cn Q O Lu U Q cn U =o Q O Q N �LLJ 12738 REGISTERED ARCHITECT t ECHAEL J. L� . TONTATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CODE PLAN A1.00 ARCHITECTURAL SITE PLAN Scale: 1" = 20'-0" 0 10' 20' 40' N GENERAL NOTES - ARCHITECTURAL SITE PLAN 1. SITE PLAN FOR REFERENCE ONLY NO SITE OR EXTERIOR BUILDING WORK WITHIN THIS PROJECT. FREIHEIT ARCHITECTURE Z LU 75 LU ON ry n 2 Z Q Z L LJ oN w W ~ N LLJ LL � o rn LL cn Q O w� U Q cn U =o Q ;O Q N �LIJ 12738 REGISTERED ARCHITECT NUCIIAEL J. L� . TON STATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL SITE PLAN A2.00 GENERAL NOTES - DEMOLITION PLAN 1. PRIOR TO DEMOLITION, GENERAL CONTRACTOR TO VISIT THE SITE AND VERIFY EXTENT OF DEMOLITION ACTIVITIES REQUIRED FOR NEW CONSTRUCTION FREIHEIT ARCHITECTURE AC i; T E T T DEMOLITION PLAN ATLAS T.I. 0 4' 8' 2. REMOVE ALL DEBRIS AND GARBAGE PRIOR TO START OF CONSTRUCTION. REPAIR SUBSTRATES AS RQUIRED FOR NEW FINISHES 3. COORDINATE CONSTRUCTION SCHEDULE WITH ARCHITECT AND BUILDING OWNER TO MINIMIZE DISRUPTIONS TO BUSINESS HOUR OPERATIONS 4. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT AND ALL CONSTRUCTION ACTIVITIES RELATED THERETO CONFORM WITH ALL LOCAL, REGIONAL, STATE AND/OR FEDERAL REGULATIONS PERTAINING TO DISTURBING, DISPLACING, AND/OR REMOVAL OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS. NOTE SPECIFICALLY THAT FOR PROJECTS IN WASHINGTON STATE, THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE PUGET SOUND AIR POLLUTION CONTROL AGENCY REGARDING INSPECTION, CERTIFICATION, AND NOTIFICATION 5. ALL SALVAGED ITEMS SHALL BE RETURNED TO BUILDING OWNER AT OWNER'S OPTION. ALL UNWANTED MATERIAL SHALL BE DISPOSED OF PROPERLY 6. PROTECT ALL AREAS OF BUIDLING AND HVAC SYSTEM FROM DUST AND DEBRIS AT ALL TIMES; PROTECT ANY ITEMS TO REMAIN AGAINST DAMAGE DURING CONSTRUCTION 7. ALL ABANDONED FASTENERS AND ANCHORS SHALL BE REMOVED FROM ALL WALL SURFACES, AND WALLS TO BE PATCHED/REPAIRED AS NECESSARY 8. ALL DEMOLISHED AND UNUSED CABLE AND WIRING TO BE DEMOLISHED BACK TO SOURCE 9. REWOK ALL ELECTRICAL WITHIN DEMOLISHED WALLS. REROUTE UTILITIES IN NEW OR REMAINING WALLS PER FLOOR PLAN 10. EXISTING WINDOW TREATMENTS TO REMAIN. CONTRACTOR TO REMOVE PRIOR TO DEMOLITION, CLEAN, AND REINSTALL AFTER ALL WORK IS COMPLTED, UNLESS NOTED OTHERWISE KEYNOTES - DEMOLITION PLAN DP-01 DEMOLISH EXISTING NON STRUCTURAL PARTITIONS TO EXTENT SHOWN, PULL ELECTRICAL WIRING AT SOURCE DP-02 EXISTING COLUMN TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION TYP. THROUGHOUT DP-03 REMOVE SALVAGE AND STORE EXISTING DOORS AND FRAMES, RELITES AND HARDWARE, STOCKPILE FOR POSSIBLE RE -USE WITHIN THIS PROJECT DP-04 DEMOLISH EXISTING FLOOR FINISHES, AND WALL BASE THROUGHOUT AREA OF NEW WORK, PREP SUBSTRATE FOR NEW FINISHES UNLESS OTHERWISE NOTED DP-05 EXISTING FLOOR FINISHES, AND WALL BASE WITHIN THE ROOMS NOTED TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION LEGEND - DEMOLITION PLAN NO WORK THIS AREA 0 EXISTING CONSTRUCTION / ELEMENT TO REMAIN EXISTING CONSTRUCTION / ELEMENT TO BE REMOVED z W 75 W 0 ry n 2 z z W oN LLJ W ~ N W LL :D C) CF) LL c Q O Lu U Q cn U =o Q ;O Q N ILI..I 12738 REGISTERED ARCHITECT t UCHAEL J. L� . TONTATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale: 1/8" = 1'-0" DEMOLITION PLAN A3.00 GENERAL NOTES - FLOOR PLAN Roasting room to be used for training and employee use only. Room not intended or reviewed for public service. Fuel fired roasting machines are to be installed in the roasting room as part of this project. Separate mechanical permit shall be obtained from the City of Edmonds. T FLOOR PLAN - LEVEL 01 T G 0 4' 8' Fixtures that are removed, shall be meet standards for new in order to be reinstalled 1. PATCH AND REPAIR EXISTING GWB AS REQUIRED AND PREPARE SURFACE TO ACCEPT NEW FINISH 2. REPAIR FLOOR SUBSTRATE AS REQUIRED FOR NEW FINISHES 3. PATCH AND REPAIR EXISTING TO REMAIN RELITE FRAMES THROUGHOUT 4. WATER RESISTANT GWB TO BE USED AT ALL WET AREAS 5. ALL DIMENSIONS ARE FROM FINISH FACE UNLESS NOTED OTHERWISE 6. PRIOR TO COMPLETION OF CONSTRUCTION, CLEAN ALL SURFACES INCLUDING, BUT NOT LIMITED TO, WINDOWS, STOREFRONTS, SWITCH & OUTLET PLATES, HVAC GRILLES, CEILING GRID. RESTORE ANY OF THE ABOVE TO LIKE -NEW GOOD WORKING CONDITION AS REQUIRED 7. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS TO BE BIDDER -DESIGNED. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF DESIGN PLANS, ENGINEERING, AND PERMITS 8. REFERENCE SHEET A9.00 FOR DOOR AND WINDOW INFORMATION KEYNOTES - FLOOR PLAN RIOR NON STRUCTURAL PARTITIONS SEE WALL SCHEDULE FOR ADDITIONAL INFORMA FP-02 PROVIDE AND INSTALL NEW STANDARD DOORS AND HAIR A DEMOLITION STOCKPILE BUILDING R SCHEDULE FOR ADDITIONAL INFORMATION FP-03 INSTALL RELITES TO MATCH EXISTING BUILDING STANDARD; SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION FP-04 PATCH AND REPAIR EXISTING FLOORING IN AREA OF NEW WALL CONSTRUCTION, PROVIDE BUILDING STANDARD FLOORING AND WALL BASE THROUGHOUT AREA OF WORK FP-05 PROVIDE AND INSTALL NEW CASEWORK SEE ENLARGED CASEWORK PLANS ON SHEET A8.00 FOR ADDITIONAL INFORMATION FP-07 INSTALL NEW WASHER DRYER COMBO PROVIDED BY THE TENANT, GC TO COORDINATE POWER AND PLUMBING REQUIREMENTS, VENTING PER DESIGN BUILD MECHANICAL FP-08 PROVIDE AND INSTALL PLUMBING AND POWER. GC TO VERIFY ALL REQUIREMENTS WITH EQUIPMENT SCHEDULE FP-09 PROVIDE BUILDING STANDARD BLACKOUT SHADES IN INTERIOR GLAZING WITHIN THE TASTING LAB FP-10 OWNER PROVIDED OWNER INSTALLED RACKING FP-11 PROVIDE AND INSTALL NEW HOT WATER HEATER, GC TO VERIFY SIZE AND FINAL PLACEMENT PER DESIGN BUILD PLUMBING FP-12 GC TO PROVIDE PLUMBING, POWER AND INSTALL OWNER PROVIDED FREE STANDING SINK AND DISHWAHER WALL SCHEDULE (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE 1 ON 3-5/8" METAL STUDS @ 24" O.C. SOUND BATT INSULATION IN CAVITY 2 5/8" GWB - 6" MTL STUD LEGEND - FLOOR PLAN NO WORK THIS AREA 0 EXISTING CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION ® NEW PARTIAL HEIGHT WALL CONSTRUCTION 01.1 WALL TAG - SEE SCHEDULE 100A DOOR TAG - SEE SCHEDULE OA WINDOW TAG - SEE SCHEDULE 6" ABOVE CEILING NON -RATED FREIHEIT ARCHITECTURE I— z W 75 \W O/ 0^ n 2 z Q z w ON w W ~ N LLJ LL � o rn LL cn Q O w� U Q cn U =o Q ;O Q N ILIJ 12738 REGISTERED ARCHITECT t UCHAEL J. L� . TONTATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale: 1/8" = V-0" FLOOR PLAN A3.1 0 ROOM IDENTIFICATION SIGN: SIGN BODY: ACRYLIC PANEL, RED SIGN SIZE: 3" TALL x X" WIDE (WIDTH = ROOM NAME + 1/2" EACH SIDE) SIGN TEXT: WHITE, 2" TALL SPECIALTY ROOM SIGNAGE 1.)U01U. VG - I -V STRUCTURAL DECK LONG LEG, HEAVY - GAUGE, DEFLECTION TRACK, PAINT TO MATCH CEILING CEILING PER PLAN CONT. L-METAL TRIM EXPANSION MATERIAL STEEL STUD PER WALL SCHEDULE @ 24" O.0 MAX. WALL CONSTRUCTION PER SCHEDULE CONT. STEEL RUNNEF CHANNEL, ANCHOR TO SLAB W/0.146" DIA. POWDER ACTUATED FASTENER @ 36" O.0 WALL BASE PER BUILDING STANDARD FLOORING PER BUILDING STANDARD TYPICAL PARTITION TO STRUCTURE Scale: 3" = V-0" LUt/_110»:»W_\01I METAL JAMB SHIM AS REQUIRED 1/4" SAFETY GLASS APPLIED STOP WINDOW JAMB INTERIOR ALUM. DOOR HEADER Scale: 3" = V-0" INTERIOR ALUM. DOORJAMB Scale: 3" = V-0" ELEVATION PLAN RECESSED FIRE EXSTINGUISHER 1Scale: 1" = 1'-0" ROOM SIGNAGE MOUNTING WALL PER PLAN BOX HEADER WOOD BLOCKING STUD ANCHOR B.S. ALUM. DOOR FRAME DOOR PER SCHEDULE )TUDS AT DOOR FRAMES WOOD BLOCKING STUD ANCHOR DOOR PER SCHEDULE B.S. ALUM. DOOR FRAME CABINET DOOR W/ VISION PANEL 5/8" TYPE'X' G.W.B. WALL PER SCHEDULE SEMI -RECESSED FIRE EXTINGUISHER CABINET ALTERNATE LOCATION PER PLAN ROOM SIGNAGE, SEE INTERIOR DESIGN DRAWINGS AND LOCATIONS FREIHEIT ARCHITECTURE z W 75 W 0 ry a_ z z W oF__ N w W ~ C:) N W LL :D C) CF) LL c Q O w� U Q cn � ) = 0 Q O Q N ILLI 12738 REGISTERED ARCHITECT t ECIIAEL J. L� . TONTATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale: 1/2" = 1'-0" DETAILS A6.00 4" HIGH SOLID SURFACE BACKSPLASH PROVIDE CONT. CLEAR SEALANT FREIHEIT ARCHITECTURE COMPOSITE DESIGN FOR NON-STRUCTURAL STEEL PARTITIONS 30 MILS STUDS @ 5PSF (25 GA NOMINAL) 33 MILS STUDS @ 5PSF (20 GA NOMINAL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT STUD SIZE STUD SPACING LIMITING WALL HEIGHT 162S125 (1-5/8") 12" 9'-11" 250S125 (2-1/2") 12" 13'-11" 16" 9'-2" 16" 12'-10" 24" 8'-3" 24" 11'-7" 250S125 (2-1/2") 12" 13'-2" 350S125 (3-5/8") 12" 17'-10" 16" 12'-1" 16" 16'-5" 24" 10'-9" 24" 14'-9" 350S125 (3-5/8") 12" 17'-1" 40OS125 (4") 12" 19'-11" 16" 15'-8" 16" 18'-4" 24" 14'-0" 24" 16'-5" 40OS125 (4") 12" 19'-0" 60OS125 (6") 12" 26'-9" 16" 17'-6" 16" 24'-6" 24" 15'-7" 24" 21'-7" 60OS 125 (6") 12" 25'-6" 16" 23'-2" 24" 20'-3" GENERAL NOTES: • FOR INTERIOR WALLS ONLY (5 PSF) • ASSUMED ALLOWABLE DEFLECTION = L/240 • PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS TABLE NOTES: • ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012 • NO FASTENERS ARE REQUIRED FOR ATTACHING THE STUD TO THE TRACK • STUD END BEARING MUST BE A MINIMUM OF 1 INCH • COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MIN. NO. 6 TYPE S DRYWALL SCREWS SPACED AT A MAXIMUM OF 12" OC FOR STUDS A 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING BASED ON 2015 IBC - SSMA PRODUCT TECHNICAL GUIDE HIGHEST OPERATING CONTROL 00 N TAMPON DISPENSER 00 - URINAL Q x 00 F_ N PAPER TOWEL DISPENSER / WASTE CONTAINER d 2 A6.01 SINGLE BOWL STAINLESS STEEL ADA SINK. 36" W x 24" D x 5" H; (SEE PLUMBING SHEETS) 3/4" SLAB COUNTERTOP OVER 3/4" SUBTOP WITH 1.5" MITERED EASED EDGE DETAIL. FULL HEIGHT TILED BACKSPLASH AT FOH AREAS AND 4" HIGH N 00 SPLASH AT BOH AREAS. REFER TO FINISH SCHEDULE FOR MORE INFORMATION. SINK REFER TO FINISH SCHEDULE in PLASTIC LAMINATE OVER 3/4" SUBSTRATE. EUROPEAN CONSTRUCTION. (2) ADJUSTABLE SHELVES WITH COORDINATING EDGE BAND. ALLOW 3/8" CLEARANCE AT FRONT AND BACK J - r M FOR SHELF ``i WHITE MELAMINE INTERIOR, TYP. METAL ATTACHMENT PIECE PER CONTRACTOR. FINISH TO MATCH CABINET. CONCEAL FASTENERS FINISH FLOOR 21" 3" VINYL BASE PER PLAN TO CONTNUE UNDER TOE KICK SINK BASE CABINET SECTION W/ INTEGRAL BASE Scale: 3/4" = V-0" BASE CABINET SECTION Scale: 3/4" = 1'-0" HIGHEST OPERATING CONTROL z 0 �C < ¢ TO REFLECTIVE 00 CID v SURFACE 0 N PAPER TOWEL DISPENSER 36" MIN 24" 12" MMIN MIN `� LL Oz0 cm Cf)oLU _ Q W � M O �(�Dco WATER CLOSET & GRAB BARS FRONT VIEW SOAP DISPENSER MIRROR FOLD DOWN BABY CHANGING STATION 54" M I N 39"-41" 42" MAX 12" 42" 36" MAX 4 MIN 24" MIN U O CD W aQ m �zQ W _ W �_ 9= il� Co TZ �o O� Co O0�z00 — O CD c/) WATER CLOSET & GRAB BARS RECESSED DISPENSER SIDE VIEW 4 � x Z V o o 00 o o CD S.M. TOILET SEAT SHELF MOP AND BROOM COAT HOOK COVER DISPENSER HOLDER TYPICAL FIXTURE MOUNTING HEIGHTS HIGHEST OPERATING� CONTROL Do I x 00 N HAND DRYER 42" MAX 36" MAX 24" M I N 3/4" SLAB COUNTERTOP OVER 3/4" SUBTOP WITH 1.5" MITERED EASED EDGE DETAIL. FULL HEIGHT TILED BACKSPLASH AT FOH AREAS AND 4" HIGH SPLASH AT BOH AREAS. REFER TO FINISH SCHEDULE FOR MORE INFORMATION. PLASTIC LAMINATE OVER 3/4" SUBSTRATE. EUROPEAN CONSTRUCTION, FRAMELESS WITH FULL OVERLAY. DRAWER GLIDES TO BE HEAVY DUTY SIDE MOUNTS, SOFT CLOSE. REFER TO FINISH SCHEDULE PLASTIC LAMINATE OVER 3/4" SUBSTRATE. EUROPEAN CONSTRUCTION. (2) ADJUSTABLE SHELVES WITH COORDINATING EDGE BAND. ALLOW 3/8" CLEARANCE AT FRONT AND BACK FOR SHELF WHITE MELAMINE INTERIOR, TYP. PLASTIC LAMINATE OVER 3/4" SUBSTRATE. EUROPEAN CONSTRUCTION, FRAMELESS WITH FULL OVERLAY. o'-o" FINISH FLOOR VINYL BASE PER PLAN TO CONTNUE UNDER TOE KICK PROTRUSION BEYOND 4" MUST HAVE PORTION OF ACCESSORY BELOW 27" 10, i� N in WARM -AIR DRYER N G xx �z2 00 z� PROTRUDING DISPENSER ACCESSORY z p:I 48" 4" Q CLEAR MIN d J PATH OF o Q TRAVEL W �: FROM FO z_ [r ACCESSORY N =O TOILET ACCESSORY MOUNTING DETAIL 00 z_ Z o- Co N WALL MOUNTED LAVATORY STANDING PERSONS -WHEELCHAIR ACCESSIBLE SIGN LU x F �Q O LU _j m = XX Q XX Q 45'MA> g g w z_ o 00 CO a O a0 't cwn in Zo "t ®_ fn - MIN Q0 _ Co m � Q — M M =IRE EXTINGUISHER SWITCHES RECEPTACLE THERMOSTAT DRINKING FOUNTAIN CABINET z W 75 \W 0 ry a_ z z W oN LLJ C:) W ~ N w :D O LL CF) LL c Q O w� U Q cn U) = 0 Q O Q N ILLI 12738 REGISTERED ARCHITECT tNNCHAEL J. L� . TON TATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Scale: 1/4" = V-0" DETAILS A6.01 GENERAL NOTES - DEMOLITION REFLECTED CEILING PLAN A B C T E F G DEMOLITION REFLECTED CEILING PLAN - LEVEL 02 Scale: 1/8" = V-0" 0 4' 9 1. CEILING TO REMAIN EXCEPT NOTED OTHERWISE. PROTECT AGAINST DAMAGE DURING CONSTRUCTION. 2. ALL SALVAGED ITEMS SHALL BE RETURNED TO BUILDING OWNER OR TENANT. ALL UNWANTED MATERIAL SHALL BE DISPOSED OF. 3. PROTECT ANY ITEMS TO REMAIN AGAINST DAMAGE DURING CONSTRUCTION. 4. EXISTING EXPOSED BEAMS TO REMAIN PROTECT THROUGHOUT CONSTRCUTION. KEYNOTES - DEMOLITION REFLECTED CEILING PLAN DC-01 EXISTING GYPSUM CEILING TO REMAIN, PATCH AND REPAIR WHERE DEMOLITION OCCURS DC-02 REMOVE, SALVAGE, AND STORE LIGHT FIXTURES, STOCKPILE FOR RE -USE WITHIN THIS PROJECT DC-03 EXISTING MECHANICAL SUPPLY AND RETURN REGISTERS TO REMAIN, G.C. TO COORDINATE WITH MECHANICAL SUB CONTRACTOR HVAC REQUIREMENTS DC-04 EXISTING SPRINKLERS TO REMAIN, G.C. TO COORDINATE WITH SPRINKLER SUB CONTRACTOR FOR COORDINATION WITH NEW FLOOR PLAN LAYOUT DC-05 EXISTING CABLE TRAY TO REMAIN MODIFY FOR NEW CEILING PLAN LAYOUT PROTECT THROUGHOUT CONSTRUCTION LEGEND - DEMOLITION PLAN NO WORK THIS AREA 0 EXISTING CONSTRUCTION / ELEMENT TO REMAIN EXISTING CONSTRUCTION / ELEMENT TO BE REMOVED FREIHEIT ARCHITECTURE Z W 75 \W O ry n 2 Z Z W oN w W ~ N LLJ LL. � o rn LL. cn Q O w� U Q cn U =o Q ;O Q N ILIJ 12738 REGISTERED ARCHITECT t UCHAEL J. L� . TONTATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DEMOLITION REFLECTED CEILING PLAN A7.00 GENERAL NOTES - REFLECTED CEILING PLAN A DEMOLITION REFLECTED CEILING PLAN - LEVEL 02 Scale: 1/8" = 1'-0" F T G 0 4' 8' 16' N 1. ALL NEW SWITCHES SHALL BE AT 48" A.F.F. UNLESS NOTED OTHERWISE. 2. MODIFY SPRINKLERS AS REQUIRED FOR NEW CEILINGS; SPRINKLER SYSTEM TO BE BIDDER - DESIGNED AND UNDER A SEPARATE PERMIT. 3. ALL SWITCH PLATES, TOGGLES, AND DIMMERS SHALL MATCH BUILDING STANDARD. 4. CONTRACTOR TO PROVIDE AND INSTALL ALL FIRE ALARMS, DETECTION DEVICES & HORN/STROBES. PROVIDE EMERGENCY LIGHTING THROUGHOUT. 5. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS TO BE BIDDER -DESIGNED. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF DESIGN PLANS AND ENGINEERING AND PERMITS. 6. PROVIDE TRAPEZE PIPE HANGERS FOR SUSPENDED PLUMBING PIPE. 7. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL, DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS NOT TO CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. 8. LIGHT FIXTURES NOT LOCATED ON PLAN ARE TO BE CENTERED IN CEILING OF ROOM. 9. ALL LAMPS TO HAVE 3500K COLOR TEMPERATURE. 10. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND COVERED FINISHED WITH ONE COVER PLATE UNO. 11. PROVIDE ADDITIONAL SWITCHING CONTROL REQUIRED BY NREC. 12. LIMIT SWITCH CONTROL TO 80% LOAD OF A 20 AMP CIRCUIT. PER NREC 1513.2 13. WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE INTERIOR LIGHTING SUMMARY WILL BE SUBMITTED SEPARATELY. 14. REPAIR ALL DAMAGED OR DISCOLORED GWB CEILING. 15. SUBMIT HVAC PLAN SHOWING DIFFUSERS, RETURNS, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO ARCHITECT AND TENANT FOR REVIEW PRIOR TO PERMITTING. 16. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, SPRINKLERS, HVAC, AND/OR EXISTING CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS PROPOSED CEILING GRID/PANEL LOCATIONS AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 17. ALL EMERGENCY EXIT SIGNS PER WASHINGTON STATE ENERGY CODE, PER BIDDER DEISGN KEYNOTES - REFLECTED CEILING PLAN CP-01 PROVIDE AND INSTALL NEW BUILDING STANDARD EXIT SIGNAGE AS REQUIRED, VERIFY EXISTING EXIT SIGNAGE IS IN GOOD WORKING CONDITION VERIFY WITH FIRE MARSHAL FINAL QUANTITY AND PLACEMENT CP-02 PROVIDE AND INSTALL NEW REUSED LIGHT FIXTURES FROM DEMOLITION STOCKPILE CP-03 TENANT PROVIDED AND INSTALLED CEILING MOUNTED TRACK SYSTEM FOR NEW RACKING CP-04 EXTEND EXISTING CABLE TRAY AS SHOWN, GC TO VERIFY EXTENTS OF NEW CABLE TRAY REQUIRED GENERAL NOTES - DAYLIGHT ZONES ALL DAYLIGHTED ZONES AND DAYLIGHT ZONE CONTROLS SHALL COMPLY WITH THE 2018 WASHINGTON STATE ENERGY CODE. PRIMARY DAYLIGHT ZONE: EXTERIOR WINDOW HEAD HEIGHT x WINDOW WIDTH + 2' ON EITHER SIDE. SECONDARY DAYLIGHT ZONE: AREA EQUAL IN SIZE TO THE PRIMARY ZONE. AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL BE CAPABLE OF REDUCING THE LIGHT OUTPUT OF THE CONTROLLED LUMINAIRES WHILE MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE BY CONTINUOUS DIMMING TO AT LEAST 20% LIGHT OUTPUT. DAYLIGHT SENSING CONTROLS SHALL CONTROL ONLY LUMINAIRES WITHIN THE DAYLIGHTED AREA. AUTOMATIC DAYLIGHT SENSING CONTROLS SHALL INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN THREE MINUTES. DAYLIGHT RESPONSIVE CONTROLS SHALL BE CONFIGURED TO COMPLETELY SHUT OFF ALL CONTROLLED LIGHTS IN THAT ZONE. LEGEND - REFLECTED CEILING PLAN NO WORK THIS AREA °a SMALL PENDANT LIGHT FIXTURE © LARGE PENDANT LIGHT FIXTURE 0 EXISTING CONSTRUCTION / ELEMENT TO REMAIN n n nxx TRACK LIGHTING EXISTING ACOUSTICAL CEILING TILE GRID TO REMAIN EXISTING 2'x4' LIGHT FIXTURE EXISTING GWB CEILING � EXISTING DOWNLIGHT EXISTING WALL SWITCH (+48") { EXISTING WALL SCONCE ® NEW INTERNALLY ILLUMINATED EXIT SIGN EXISTING LINEAR FIXTURE EXISTING INTERNALLY ILLUMINATED ® EXIT SIGN a RELOCATED LINEAR FIXTURE EXISTING MECHANICAL SUPPLY R REGISTER _@_xx EXHAUST FAN EXISTING MECHANICAL RETURN REGISTER FREIHEIT ARCHITECTURE z W 2 W 0 ry a_ z Q zIt- LU N W C:) W ~ N W Dq LL � C00 LL U) Q O w U QU) U _ Z Q �O C:) Q N ILLI 12738 REGISTERED ARCHITECT t tUCIIAEL I Lt . TONTATE OF ivASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REFLECTED CEILING PLAN A7.01 T c FREIHEIT ARCHITECTURE 9'-1 1/2" 8 EQ. CUBBIES U) W Co m U W ENLARGED ELEVATION - OFFICE CUBBIES Scale: 1/2" = V-0" 2'_0" ENLARGED PLAN - STAFF LOUNGE Scale: 1/2" = V-0" Cl) 9'-4 1/2" V.I.F. ENLARGED ELEVATION - STAFF LOUNGE Scale: 1/2" = 1'-0" ENLARGED PLAN OFFICE CUBBIES DA8OO z W 2 W ONr 0i a_ 2 z z W oN w W ~ N LLJ LL � o rn LL cn Q O Lu U Q cn U =o Q ;O Q N �LIJ 12738 REGISTERED ARCHITECT t ECHAEL J. L� . TONTATE OF WASHINGTON ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENLARGED CASEWORK PLANS Scale: 1/2" = 1'-0" A8.00 DOOR SCHEDULE GENERAL NOTES - DOOR HARDWARE GENERAL NOTES - DOORS DOOR LEAF QUAYNTIT WIDTH HEIGHT THK. DOOR DOOR FRAME FRAME FIRE HARDWARE NOTES REVISIONS TYPE MATERIAL FINISH MATERIAL FINISH RATING GROUP 200A FG 1 T-0" T-0" 13/4" EX. EX. EX. EX. -- HW-1 201A FG 1 T-0" T-0" 13/4" EX. EX. EX. EX. -- HW-1 202A FG 1 T-0" T-0" 13/4" EX. EX. EX. EX. -- HW-1 203A FG 1 T-0" T-0" 13/4" EX. EX. EX. EX. -- HW-1 204A FG 1 T-0" T-0" 13/4" WOOD HW-1 W/GLASS 206A FG 1 T-0" T-0" 13/4" EX. EX. EX. EX. -- HW-1 206E FG 1 T-0" T-0" 13/4" WOOD MTL -- HW-1 W/GLASS 207A FG 1 T-0" T-0" 13/4" EX. EX. EX. EX. -- HW-1 208A FG 1 T-0" T-0" 13/4" EX. EX. EX. EX. -- HW-1 210A FG 1 T-0" T-0" 13/4" WOOD HW-1 W/GLASS RE -USED FROM DEMOLTION STOCKPILE, 211A SLID 4'-0" T-0" 2" WOOD -- PROVIDE BLOCKING AS REQUIRED FOR RAIL SUPPORT 211 B FG 1 T-0" T-0" 1 3/4" WOOD HW-1 W/GLASS 212A FG 1 T-0" T-0" 1 3/4" WOOD MTL -- HW-1 PROVIDE KEYPAD LOCKING DEVICE FROM W/GLASS TENANTS SIDE 212E FG 1 T-0" 7'-0" 13/4" WOOD MTL -- HW-1 W/GLASS 1. PROVIDE STANDARD WEIGHT COMMERCIAL DOOR HINGES. 2. ALL DOORS WITH CLOSERS TO HAVE BALL BEARING HINGES. 3. PROVIDE ALL NECESSARY ITEMS FOR DOORS, INCLUDING: BUTTS, LATCH & LOCKSETS, CLOSERS, DOOR STOPS AND HOLDERS, KICK PLATES, DOOR SILENCERS, THRESHOLDS, SMOKE GASKET AND WEATHER STRIPPING. REFER TO DOOR SCHEDULE. 4. VERIFY ALL HARDWARE MEETS CODE REQUIREMENTS PER JURISDICTION. DOOR HARDWARE HW-1 (OFFICE) HW-2 (OFFICE STORAGE) 1 1/2 PAIR BUTT HINGES 1 1/2 PAIR BUTT HINGES 1 SURFACE MOUNTED CLOSER 1 SURFACE MOUNTED CLOSER 1 LEVER LATCHSET 1 LEVER LOCKSET 1 SET SILENCES 1 SET SILENCES 1 DOOR STOP 1 DOOR STOP DOOR TYPES ALL DOOR AND FRAME MATERIALS TO BE DESIGNATED WITHIN THE DOOR SCHEDULE ALL DOOR WIDTHS AND HEIGHTS TO BE DESIGNATED WITHIN THE DOOR SCHEDULE FG FULL GLASS INTERIOR GLAZING SCHEDULE AE 6'-0" O M 1. ALL DOOR HARDWARE TO MEET REQUIREMENTS OF 2018 IBC WITH WASHINGTON STATE AMENDMENTS AND OWNER'S BUILDING REQUIREMENTS. 2. ALL FIRE -RATED DOORS AND FRAMES SHALL COMPLY WITH THE 2018 IBC WITH WASHINGTON STATE AMENDMENTS. 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL LOCKING DOORS TO HAVE SINGLE-ACTION LEVER RELEASE / SELF -RELEASING DEAD BOLTS. 4. DOOR THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT. 5. HARDWARE TO MATCH BUILDING STANDARD TYPE AND FINISH. 6. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED TO 8.5 LBS AT EXTERIOR DOORS AND 5.0 LBS AT INTERIOR DOORS. 7. VERIFY ALL DOOR SWINGS, HARDWARE, AND KEYING REQUIREMENTS. SUBMIT KEYING SCHEDULE AND HARDWARE SPECS FOR DESIGNER APPROVAL. 8. ALL GLAZING IN DOORS AND RELITES TO BE TEMPERED GLASS AND SHALL MEET THE SAFETY GLAZING REQUIREMENT OF THE 2018 IBC WITH WASHINGTON STATE AMENDMENTS AND OWNER'S BUILDING REQUIREMENTS. 9. PROVIDE 1/4" MAXIMUM CLEARANCE BETWEEN DOOR AND FLOOR FINISH MATERIAL. 10. NEW WOOD DOORS AND TRIM TO BE STAINED TO MATCH BUILDING STANDARD 11. NEW METAL DOORS AND TRIM TO MATCH BUILDING STANDARD 12. EXISTING WOOD DOORS AND TRIM TO BE CLEANED AND TOUCHED UP TO LIKE NEW CONDITION. FREIHEIT ARCHITECTURE Z CW G W 0 ry n Z ZIt- LU N � w W ~ N W LL Dq U) LL c)rn Q O w� U QU) � =o Q J O Q N WW 12738 REGISTERED ARCHITECT t ECHAEL I W . TONTATE OF WASHINGTON a ISSUE LIST PERMIT SET 06.16.2023 RECEIVED Jun 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DOOR SCHEDULE V DOOR HARDWARE A9.01