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Home My WebLink About17020 SMOKEY POINT BLVD_PA25-0055_2026 (3) COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents.See ASSISTANCE BULLETIN#30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING;Incomplete applications will not be accepted. REQUIRED DOCUMENTS ✓ City of Arlington Commercial Tenant Improvement Permit Application ✓ Site Plan ✓ Architectural Plans Structural Plans Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com/ Special Inspection and Testing Agreement ✓ Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and Welding ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ❑■ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑■ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ■❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: New Space ❑ Addition ✓ Alteration Property Address. 17020 SMOKEY POINT BLVD. #200 Project Valuation: $70,000 Lot#: 4 Parcel ID No.: 00482800000104 Subdivision: 14,353 SF TENANT IMPROVEMENT FOR YOUTH SPORTS TRAINING INCLUDING DEMOLITION OF NON-STRUCTURAL WALLS,STAIR,DOORS, Project Scope of Work; RELITES,CASEWORK&LIGHTING AND CONSTRUCTION OF NON-STRUCTURAL INTERIOR PARTITIONS NEW STAIR,DOORS AND RELITES CHAIN LINK FENCING AND DOORS,NET PARTITIONS,CASEWORK,CEILINGS AND LIGHTING. Description of New Tenant Business O erations: YOUTH SPORTS TRAINING FACILITY IBC Construction Type: V-A IBC Occupancy Type: A3 Building/Space Square Footage: 14,353 Number of Stories: 1 +Mezzanine floor Square Footage Per Floor: 1st 13,389 SF 2nd 964 SF 3rd 4th Sth 6th Primary Contact: ❑ Owner 0 Architect ❑ Engineer ❑ Contractor Owner Name: Danna Gibson Office No.: Email Address: danna.j.gibson@gmail.com Cell No.: 425-232-8234 Mailing Address: City: State: Zip: Architect Name: Michael Stevens, Dykeman Architects Office No.: 425-259-3161 Email Address: michaels@dykeman.net Cell No.: Mailing Address: 1716 West Marine View Drive,Floor 2 City: Everett State: WA Zip: 98201 Professional License Number: 9552 Expiration Date: 01/07/2027 Engineer Name: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit: O New Installation O Addition O Alteration O Replaced O Gas Piping Mechanical Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4 O Not Applicable Proposed Piping Material: O CSST O Brass O Black Steel O Galvanized Steel O Other Proposed Piping Size: 0 1/2" O S/s" 03/4 O 1" O 11/2 O 2" Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No.of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond.Unit<_100Btu h x $ 15.00 = $ Air Cond.Unit>100Btu h x $ 25.00 = $ Air Cond.Unit>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu h>3h x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>100Btu/h 3-15hp x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x 1 $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat<_100 Btu h x $ 15.00 = $ Forced Air Heat>100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC 15100 Btu h x $ 15.00 = $ REV03.2022 Page 3 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL PERMIT FEES (per unit) Gas Fired AC >100 Btu h x $ 25.00 = $ Gas Fired AC > 500 Btu h x $ 50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ Gas Piping> 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance-regulated by x $ 15.00 = $ mechanical code,not otherwise specified Pkg.Units <-100btu x $ 25.00 = $ Pkg.Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit 5100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu/h x $ 25.00 = $ Refrigeration Unit>500Btu/h x $ 50.00 = $ Re-inspection fee all x $ 75.00 = $ Unit Heaters <_ 100 Btu h x $ 15.00 = $ Unit Heaters >100 Btu h x $ 25.00 = $ VAV Boxes (Variable Air Volume,part of air x $ 10.00 = $ conditioning system) Wall Heaters- Gas Fired x $ 25.00 = $ Water Heater- Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY— USE A SEPARATE SHEET, IF NECESSARY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV03.2022 Page 4 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit: O New Installation O Addition O Alteration O Replaced O Industrial Plumbing Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: The following items need to be specified on the plans: O Fixture specifications and equipment with locations. O Location and type of all backflow assemblies for each fixture. O Calculations for Grease Interceptor. O Pipe size and location of sanitary and potable water systems. O Riser diagram of waste,vent,and rain water systems,including sizes. O Medical gas piping riser diagram,type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings.A plan review fee of 65%per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Tvve of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = REV03.2022 Page 5 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING PERMIT FEES (per fixture) Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker Refri erator x $ 15.00 = Irrigation-per meter x $ 25.00 = Kitchen Sink&Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Pi in <- 5 inlets outlets x $ 60.00 = Med Gas Piping> 5 inlets/outlets (plus :5 5 x $ 5.00 = inlets outlets Miscellaneous -regulated by plumbing x $ 15.00 = code,not otherwise specified Pretreatment Interceptor x $ 15.00 = Re-inspection Fee all x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink bar,service,etc. IXE $ 15.00 = Toilets $ 15.00 = Urinal $ 15.00 = Vacuum Breakers $ 25.00 = Water Heater x $ 25.00 = Water Heater-Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE ❑ New ❑ Addition/Alteration ❑ Medical ❑ Automotive Based ❑ Industrial ❑ Office ❑ Restaurant ❑ Machine Shop ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ❑ Yes ❑ No ❑ Don't Know Does the plumbing system currently have an oil/water ❑ Yes ❑ No ❑ Don't Know separator? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing,rinsing, ❑ Yes ❑ No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No ❑ Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Aw;_� Michael Stevens 11/17/2025 Signature Print Name Date REV03.2022 Page 7 of 7 i DEFERRED SUBMITTAL REQUEST Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The undersigned has been issued a permit for construction prior to final approval of the following. The following items shall be considered deferred submittals and shall be submitted AND approved prior to installation. Property Address. 17020 SMOKEY POINT BLVD. Parcel ID No.: 00482800000104 Project Name: D-BAT ACADEMY Project Description: 14,353 SF T.I. FOR YOUTH SPORTS TRAINING FACILITY Primary Contact: ❑ Owner 0 Owner's Agent Owner Name: Danna Gibson Office No.: Email Address: danna.j.gibson@gmail.com Cell No.: 425-232-8234 Mailing Address: City: State: Zip: Owner's Agent: Kate Stein Office No.: 425-259-3161 Email Address: kates@dykeman.net Cell No.: 1716 West Marine View Drive,Floor Everett WA 98201 MailingAddress: 2 City: State: Zi . LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL ITEM: Structural Drawings/Calculations - New Stair DATE: 12/19/25 ITEM: Mechanical Submittal DATE: 12/19/25 ITEM: Plumbing Submittal DATE: 12/19/25 ITEM: Electrical Submittal DATE: 12/19/25 ITEM: Fire Sprinkler Submittal DATE: 12/19/25 ITEM: Slgnage Submittal DATE: 12/19/25 1, ❑ Owner/E] Owner's Agent, hereby assumes all risk,financially and otherwise,for any construction performed that may need to be removed if the deferred submittals listed above are not appropriate. 1 understand that certain inspections will NOT be performed until the submissions are accepted, reviewed and issued.I understand additional fees will be required based on the additional time spent for plan review. All deferred submittals must be submitted to the City of Arlington Community and Economic Development Department for review. 2�� Kate Stein 11/17/2025 Signature Print Name Date SAVE PRINT REV03.2022 i COMMERCIAL BUILDING DESIGN REQUIREMENTS • Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 THIS BROCHURE IS INTENDED TO PROVIDE DETAILED INFORMATION REGARDING PLAN PREPARATION FOR COMMERCIAL BUILDINGS. 1. Check each box to designate that the information has been provided. 2. Please submit this checklist as part of your submittal documents. A. ® THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: Al. ❑X International Codes 1. 2021 International Building Code (IBC) 2. 2021 International Residential Code(IRC) 3. 2021 International Mechanical Code(IMC) 4. 2021 International Fuel Gas Code (IFGC) 5. 2021 International Fire Code (IFC) 6. 2021 Uniform Plumbing Code (UPC) 7. 2021 International Property Maintenance Code (IPMC) 8. 2021 International Existing Property Code(IEBC) 9. 2021 Washington State Energy Code(WSEC) 10. 2017 Accessible&Usable Buildings and Facilities (ICC/A117.1) A2. ❑X Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation B. ❑ STRUCTURAL REQUIREMENTS NA Design Wind Speed: Exposure C-Ultimate Design-85-110 miles per hour Roof Snow Load: 25 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1-Seismic category: D,E,or F,subject to soil,location,risk category and building characteristics Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches minimum Soil Bearing Capacity: 1,500 psf.unless a Geo-Technical Report is provided. (IBC Table 1803 &IRC R401) C. ® PLAN DIMENSIONS AND DETAIL 1. Minimum plan size is 18"x 24"and maximum plan size is 30"x 42". 2. Plans shall be on standard drafting paper. 3. All Plan Sheets shall be the same size and sequentially labeled. 4. Plans are required to be legible with scaled dimensions,indelible ink,blue line,or other professional media. 5. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. D. ® SITE PLAN-REQUIRED WITH ALL SUBMITTALS *May be included as part of the Architectural Drawing Cover Sheet 1. Drawing shall be prepared at scale,not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. COMMERCIAL BUILDING DESIGN REQUIREMENTS 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners or two identifiable locations for irregular plan shapes. S. Show building setbacks,easements,and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five(5) feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Show existing structures to remain on site. 11. Flood hazard areas,floodways,and design flood elevations as applicable. E. ® ARCHITECTURAL DRAWINGS 1. All construction,erection,enlargement,alteration,or repairs of or to a building of any occupancy more than four thousand square feet,requires an Architect or Engineers stamp in accordance with RCW 18.08 and/or WAC 308-12. 2. The combined square footage of simultaneous projects in a building greater than four thousand square feet,shall not exceed four thousand square feet or requires an Architect or Engineers stamp in accordance with RCW 18.08 and/or WAC 308-12. El. ❑X Cover Sheet 1. Building Information a. Specify model code information b. Construction Type c. Number of stories and total height in feet d. Building square footage(per floor and total) e. IBC Occupancy Type(show all types by floor and total) f. Mixed-Use ratio of commercial versus residential dwelling units,(if applicable) g. Occupant load calculation(show by occupancy type and total) h. List work to be performed under this permit 2. Design Team Information a. Design Professional in Responsible Charge b. Architects c. Structural Engineers d. Owner e. Developer f. Any other Design Team Members E2. ❑X Floor Plan 1. Plan view 1/8-inch minimum scale.Details a minimum 1/4-inch scale. 2. Plans must show the entire building and/or tenant space. 3. Specify the occupancy type of each room/area. 4. Provide an occupant load calculation on the floor plan. (on every floor,in all rooms and spaces) 5. Show ALL exits on the plans;include new,existing or eliminated. 6. Show Barrier-Free information on the drawings. 7. Show the location of all permanent rooms,walls and shafts. 8. Note the uses in the adjacent tenant spaces,if applicable. 9. Provide a door and door hardware schedule. 10. Show the location of all new walls,doors,windows,etc. 11. Provide details and assembly numbers for any fire resistive assemblies. 12. Indicate on the plans all rated walls,doors,windows and penetrations. 13. Provide a legend that distinguishes existing walls,walls to be removed and new walls. E3. ® Reflected Ceiling Plan 1. Plan view 1/8-inch minimum scale.Details a minimum 1/4-inch scale. 2. Provide ceiling construction details. 3. Provide suspended ceiling details complying with IBC 808.Show seismic bracing details. 4. Show the location of all emergency lighting and exit signage. Page 2 of 3 COMMERCIAL BULDING DESIGN REQUIREMENTS REV 06/2024 COMMERCIAL BUILDING DESIGN REQUIREMENTS S. Detail the seismic bracing of the fixtures. 6. Include a lighting fixture schedule. E4. X❑ Framing Plan 1. Specify the size,spacing,span and wood species or metal gage for all stud walls. 2. Indicate all wall,beam and floor connections. 3. Detail the seismic bracing for all walls. 4. Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. ES. ❑ Storage Racks NA 1. Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. 2. Eight feet or less,show a positive connection to floor or walls. 3. High pile storage shall meet the requirements of current International Building and Fire Codes. 4. Special Inspection and Testing Agreement required. F. ❑ WASHINGTON STATE ENERGY CODE D E F E RRE D 1. Required by WAC 51-11. 2. Complete Non-Residential Energy Code Envelope Summary Form(NREC). G. ❑ OCCUPANT'S STATEMENT OF INTENDED USE NA 1. If the building occupancy contains Hazardous Material,submit a narrative describing how the materials are used. 2. May require the submittal of a Hazardous Material Inventory Statement(HMIS). H. ❑ SPECIAL INSPECTION -See SPECIAL INSPECTION AND TESTING AGREEMENT NA I. ❑ FOOD HANDLING NA I1. ❑ Snohomish Health District a. Any work that involves food handling or preparation it will require Snohomish Health District approval before the permit can be issued. b. You must provide the Permit Center a copy of the approval letter or the approved plans. C. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. J. ❑ SEPARATE PERMIT SUBMITTALS DEFERRED 1. Installation,modification,or removal of the following requires a separate permit submittal. a.. Automatic fire extinguishing systems b. Fire pumps C. Standpipe systems d. Private fire hydrants e. Fire alarm and detection systems f. High piled/rack storage g. Compressed gas systems h. Flammable and combustible liquids (tanks,piping etc.) i. Hazardous materials j. Industrial ovens/furnace k. Spraying or dipping operations 1. Temporary membrane structure,tents (>200 sq.ft.) or canopies(>400 sq.ft.) Page 3 of 3 COMMERCIAL BULDING DESIGN REQUIREMENTS REV 06/2024 2 3 4 5 6 DYKEMAN ARCHITECTURE + DESIGN DfiBAT E E • - PROJECT DEVELOPED FOR - D � BAT ACADEMIES , INC . 9552 REGISTERED ARCHITECT A L AA ON STEVENS STATE OF WASHINGTON D PROJECT IDENTIFICATION: D D-BAT ACADEMY ARLINGTON FOR D-BAT ACADEMIES, INC. AT 17020 SMOKEY POINT BLVD. ARLINGTON, WA 98223 PERMIT SET 11/17/2025 This drawing is: C 1.Copyright 2025 Dykeman,Inc. C 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. PROJECT 25-038 BUILDING PERMIT 11/17/2025 B B • PRINCIPAL IN CHARGE:I MS PROJECTMANAGER: MS PROJECT ARCHITECT: MS JOB CAPTAIN: KS DRAWING TITLE: City of Arlington A PROJECT TEAM Building Department A APPROVED COVER SHEET �+ Kevin Olander- 12/01/2025 Client Architect GC/CM No changes authorized unless approved by D-BAT Arlington D kv eman TBD the Building Official DRAWING NUMBER: 17020 Smokey Point Blvd.#200 1716 West Marine View Drive TBD Arlington,WA 98223 Everett,WA 98201-2098 TBD Contact: Danna Gibson Contact: Michael Stevens Contact: TBD Phone: (425)232 8234 Phone: (425)259 3161 Phone: TBD Email: danna.j.gibson@gmail.00m Email: michaels@dykeman.net Email: TBD 1 2 3 4 5 6 11/17/2025 8:37:35 AM 3 4 15 6 ANNOTATION LEGEND ARCHITECTURAL ABBREVIATIONS SITE INFORMATION DEFERRED SUBMITTALS SHEET LIST Sheet Number Sheet Name J ANGLE L LENGTH Parcel Number(s): 00482800000104 MECHANICAL SUBMITTAL & AND LAV LAVATORY 0.00 D-BAT ACADEMY ARLINGTON T.I. NORTH ARROW Legal Description(s): JOHNSON TRACTS BILK 000 D-04-LOT 4 OF PLUMBING SUBMITTAL SITE PLAN AS ANCHOR BOLT LB LAG BOLT SMOKEY POINT SHOPPING CENTER BSP REC AF 17020 SMOKEY POINT BLVD.SUITE 200 ACT ACOUSTICAL CEILING TILE LKR LOCKER NO 9309295001&BEING PTN OF TR 1 EXST PLAT ELECTRICAL SUBMITTAL G01 COVER SHEET ADD ADDENDUM LS LANDSCAPING IN NE1/429-31-05 TGW VAC PTN OF N1/2 OF NORTH CS00 PROJECT INFORMATION&CODE ANALYSIS A.F.F. ABOVE FINISH FLOOR LVR LOUVER ------------------------------ AL AREA LIGHT STANDARD 169TH PL NE PER SNO CO ORD#98-109REC AFN STRUCTURAL SUBMITTAL SD1.01 ARCHITECTURAL SITE PLAN DIMENSIONAL CONTROL ALUM ALUMINUM IVII MATERIAL 9812100080.LESS VAC RIW PTN 169TH Pl.NE A1.11 FLOOR PLAN ANOD ANODIZED MAX MAXIMUM PER DEED REC AFN 9901060475. FIRE SPRINKLER SUBMITTAL ME MARKERBOARD A1.51 REFLECTED CEILING PLAN ARCHITECTURE + DESIGN �\ BC BOTTOM OF CURB ME CH MECHANICAL Building Address: ARLINGTON, YPOI22 BLVD. SIGNAGE SUBMITTAL A5.10 INTEFLORID FINISH TIONS AN I 0 — GRIDS BD BOARD MED MEDIUM ARLINGTON,WA 98223 A5.11 FLOOR FINISH PLAN BLDG BUILDING MEZZ MEZZANINE Owner: D-BAT ACADEMIES,INC. A6.00 FINISH LEGENDS,SCHEDULES,MOUNTING BLKG BLOCKING MFR MANUFACTURER GOVERNING CODES HEIGHTS 0 B.M. BENCH MARK MH MANHOLE Owner Address: 17020 SMOKEY POINT BLVD.#200 A4.20 ENLARGED RESTROOM PLANS&ELEVATIONS E BM BEAM MIN MINIMUM ARLINGTON,WA 98223 A7.10 DOOR SCHEDULE E BOT BOTTOM MIR MIRROR Owner Phone: (425) CITY OF ARLINGTON MUNICIPAL CODE A9.01 INTERIOR DETAILS NAME BTU BRITISH THERMAL UNIT MISC MISCELLANEOUS • LEVEL DATUM A1.01 DEMOLITION PLAN ELEVATION BTWN BETWEEN MTD MOUNTED Zoning Area: HC WAC 51-50INTERNATIONAL BUILDING CODE,2021 EDITION MTL METAL A1.02 DEMOLITION RCP E OR C CHANNEL Neighborhood: SMOKEY POINT WAC 51-50 INTERNATIONAL EXISTING BUILDING CODE,2021 EDITION A9.02 CEILING DETAILS �L CENTERLINE MARK CB CATCH BASIN NA NOT APPLICABLE A4.10 ENLARGED STAIR PLANS&DETAILS CCTV CLOSED CIRCUIT TV NIC NOT IN CONTRACT Parcel Size: 6.85 ACRES WAC 51-52 INTERNATIONAL MECHANICAL CODE,2021 EDITION CG CORNER GUARD NOM NOMINAL SPOT ELEVATION-CROSSHAIR C.I.P. CAST IN PLACE NS NELSON STUD Total Stories: 1 STORY WAC 51-52 INTERNATIONAL FUEL GAS CODE,2021 EDITION CLG CEILING NTS NOT TO SCALE CLR CLEAR WAC 51-52 NATIONAL FUEL GAS CODE(NFPA 54),2021 EDITION SPOT ELEVATION-TARGET FILLED CJ CONTROL JOINT OA OVERALL CIVIL CONCRETE MASONRY UNIT OC ON CENTER BUILDING CODE INFORMATION WAC 51-52 LIQUEFIED PETROLEUM GAS CODE(NFPA 58),2021 EDITION CONT CONTINUOUS O.D. OVERFLOW DRAIN CORR CORRIDOR OD OUTSIDE DIAMETER WAC 51-54A INTERNATIONAL FIRE CODE,2021 EDITION Label LOCATION&LABEL CS.J CONSTRUCTION JOINT OFCI OWNER FURNISHED JURISDICTION: CITY OF ARLINGTON CSMT CASEMENT CONTRACTOR INSTALLED WAC 51-56 UNIFORM PLUMBING CODE,2021 EDITION CT CERAMIC TILE OFOI OWNER FURNISHED OWNER TYPE(S)OF CONSTRUCTION: V-A CTR CENTER INSTALLED DRAWING CALLOUT TYPES CL CENTERLINE OH OVERHEAD USE: SPORTS TRAINING CENTER WAC 51-11C WASHINGTON STATE ENERGY CODE,2021 EDITION OPNG OPENING OCCUPANCY INTERNATIONAL PROPERTY MAINTENANCE CODE,2021 EDITION DBL DOUBLE OPP OPPOSITE CLASSIFICATION(S): EXISTING-M MERCANTILE • A3.01 1B EXTERIOR ELEVATION CALLOUT DTL DETAIL OS OUTSIDE PROPOSED-A-3 ASSEMBLY NATIONAL ELECTRIC CODE,2023 EDITION(NFPA 70) OF DRINKING FOUNTAIN DIA DIAMETER PIP POURED IN PLACE GROSS BUILDING AREA: t66,595 SF NFPA STANDARD 72,13,13-D,13-R 2023 EDITIONS DIAG DIAGONAL PL PROPERTY LINE �95521A DIMDIMENSION PLASPLASTER CONSTRUCTION YEAR: 1996 WASHINGTON STATE ACCESSIBILITY CODE DISP DISPENSER PLYWD PLYWOOD ON DOWN PSF PER SQUARE FOOT AREA OF WORK: 14,353 SF 1D A5.01 1B INTERIOR ELEVATION CALLOUT DP DAMPROOFING P.T. PRESSURE TREATED DR DOOR PVMT PAVEMENT 1C DS DOWN SPOUT FIRE SYSTEM INFORMATION STATE OF WASHINGTON DT DRAIN TILE R. RADIUS FIRE SPRINKLER SYSTEM DWG DRAWING R.D. ROOF DRAIN Al/A101 INTERIOR ELEVATION CALLOUT-ALTERNATE REF REFERENCE FULL OR PARTIAL: FULLY SPRINKLERED EA EACH REFR REFRIGERATOR D EF EXHAUST FAN REQ'D REQUIRED FIRE ALARM SYSTEM PROJECT IDENTIFICATION: D EJ EXPANSION JOINT REV REVISE OR REVISION MANUAL OR AUTOMATIC: AUTOMATIC 1/A101 DRAWING REFERENCE EL ELEVATION RM ROOM ELEC ELECTRICAL R.O. ROUGH OPENING E.O.S. EDGE OF SLAB RCP REFLECTED CEILING PLAN DESCRIPTION OF WORK PERFORMED UNDER PERMIT D-BAT ACADEMY ENGR ENGINEER �SIM SF TENANT IMPROVEMENT FOR YOUTH SPORTS TRAINING INCLUDING(`-�l U EP ELECTRICAL PANEL SB SMART BOARD DEMO DEMOLITION OF NON-STRUCTURAL WALLS,STAIR,DOORS,RECITES,CASEWORK& ARLINGTON CALLOUT EQ EQUAL SC SOLID CORE 1 � A101 EQUIP EQUIPMENT SECT SECTION LIGHTING AND CONSTRUCTION OF NON-STRUCTURAL INTERIOR PARTITIONS,NEW ES EACH SIDE SF SQUARE FOOT STAIR,DOORS AND RELITES,CHAIN LINK FENCING AND DOORS,NET PARTITIONS, EW EACH WAY SHTG SHEATHING CASEWORK,CEILINGS AND LIGHTING. ' SIM EXST EXISTING SHWR SHOWER FOR BUILDING SECTION (E) EXPANSION SHT SHEET A701 EXT EXTERIOR SIM SIMILAR SJ SEISMIC JOINT PARKING D-BAT ACADEMIES, FA FIRE ALARM SM SHEET METAL PER CITY OF ARLINGTON MUNICIPAL CODE TITLE 20-LAND USE CODE CHAPTER 20.72: FBO FURNISHED BY OTHERS SPEC SPECIFICATION PARKING: 1 SIM FD FLOOR DRAIN SQ SQUARE INC. A I V C WALL SECTION FDN FOUNDATION SS STAINLESS STEEL TOTAL STALLS REQUIRED: A101 FIE FIRE EXTINGUISHER STD STANDARD FEC FIRE EXTINGUISHER CABINET STL STEEL EXISTING RETAIL USE:1 SPACE PER 300 SF OF GROSS FLOOR AREA AT FF FNISH FLOOR STOR STORAGE FIFE FINISH FLOOR ELEVATION STRUCT STRUCTURAL PROPOSED USE RECREATION,AMUSEMENT,ENTERTAINMENT-INDOOR:1 SPACE 17020 SMOKEY POINT SIM FIN FINSH SUSP SUSPENDED FOR EVERY 4 PERSONS THAT THE FACILITIES ARE DES I IGNEDTO BLVD. --------- DETAIL SECTION- FL FLOOR ACCOMMODATE WHEN FULLY UTILIZED(IF THEY CAN BE MEASURED IN SUCH A A101 FO FACE OF T TEMPERED GLAZING FASHION),PLUS 1 SPACE PER 400 SF OF GROSS FLOOR AREA USED N A ARLINGTON, W A 98223 FOC FACE OF CONCRETE TC TOP OF CURB MANNER NOT SUSCEPTIBLE TO SUCH CALCULATION. ----------- FOF FACE OF FINISH TEL TELEPHONE BUILDING ELEMENT TAGS FOM FACE OF MASONRY T&G TONGUE AND GROOVE TOTAL STALLS REQUIRED FOR PROPOSED USE IS LESS THAN EXISTING,THEREFORE FOS FACE OF STUD THK THICK NO CHANGE TO PARKING REQUIRED. A-3OCCUPANCY PERMIT SET FRT FIRE RETARDANT TREATED TJ TOOL JOINT 50 SF PER OCCUPANT O KEYNOTE REFERENCE FTG FOOTING TP TOP OF PAVEMENT 964 SF 11/17/2025 FURR FURRING TYP TYPICAL TRAVEL PATH AND CODE ANALYSIS ROOM NAME TOD TOP OF(MATERIAL) GA GAUGE TOP TOP OF PARAPET lot ROOM NAME&NUMBER GALV GALVANIZED TOS TOP OF STRUCTURE GB GRAB BAR - GC GENERAL CONTRACTOR UNFIN UNFINISHED This drawing is: C 1.Copyright 2025 Dykeman,Inc. C GL GLASS UNO UNLESS NOTED OTHERWISE - WALL TYPE GND GROUND N.I.C. 2.The Architect's Instrument of Professional Service. GVP GYPSUM VENEER PLASTER VB VAPOR BARRIER 3.Far use on this project only.Obtain Architect's GWB GYPSUM WALL BOARD VERT VERTICAL DN L2-01-CP written permission for any other use or reproduction. 101 DOOR NUMBER VEST VESTIBULE r-# . HB HOSE BIB VFY VERIFY - HC HANDICAP -• O HDWR HARDWARE W/ WITH _ ----------'-- -- WINDOW TYPE HM HOLLOW METAL WC WATER CLOSET 25-038 HW HOT WATER WD WOOD HVAC HEATING,VENTILATION AND WF WIDE FLANGE CEILING ELEVATION FROM FLOOR LEVEL AIR CONDITIONING WG WRE GLASS WH WATER HEATER • INSUL INSULATION ERIOR N WWID WITHOUT P WATERPROOFING TRAVEL PATH ANALYSIS-LEVEL 2 OMATERIAL MARK WT WEIGHT U I MARK DATE DESCRIPTION JAN JANITOR REVISIONS JT JOINT JST JOIST REVISION TAG CODE SUMMARY-TRAVEL DISTANCE OCCUPANT LOAD FACTORS(PER IBC TABLE 1004.1.2) PLUMBING FIXTURE REQUIREMENTS f2021 WAC 51-50 TABLE 2902.1) AAA ve Travel Path Travel Distance NOTE:OCCUPANCIES ARE CALCULATED BASED ON IBC 303.1.2 A-3 OCCUPANCY=181 OCCUPANTS SMALL ASSEMBLY SPACES;A ROOM OR SPACE USED FOR M OCCUPANCY=25 OCCUPANTS REVISION CLOUD L1-01 201'-2718" ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN MALE FEMALE COMBINED L1-01-CP 67'-55/8" 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL INDOOR TRAINING AREAS BE CLASSIFIED AS PART OF THAT OCCUPANCY. TOTAL A-3 OCCUPANTS: 91 90 A-3 OCCUPANCY 12-01 146-11 3/16" 50 SF PER OCCUPANT 12-01-CP 74'-61/16" TOTAL A-3 REQ'D WATER CLOSETS: 1 2 6,996 SF OCCUPANT LOAD SUMMARY-LEVEL 1 MAXIMUM TRAVEL DISTANCE TOTAL A-3 REQ'D LAVATORIES: 1 ALLOWED(PER IBC TABLE 1017.2)= A-3 OCCUPANCY=6,996 SF/50 SF=140 OCCUPANTS 250 FEET IN BUILDINGS WITH A-3 EXCEPTION=3 OCCUPANTS/7 LANES=21 OCCUPANTS TOTAL M OCCUPANTS: 25 AUTOMATIC SPRINKLER SYSTEM M OCCUPANCY =1.485 SF/60 SF=25 OCCUPANTS TOTAL OCCUPANTS=186 TOTAL M REQ'D WATER CLOSETS: 1 MAXIMUM COMMON PATH OF TRAVEL TOTAL M REQ'D LAVATORIES: 1 DISTANCE ALLOWED AT LEVEL 2(PER TOTAL COMBINED LEVEL 1&2 OCCUPANT LOAD=206 B IBC TABLE 1006.2.1)=75 FEET FOR TOTAL WATER CLOSETS PROVIDED: 2 2 B SECOND STORY ABOVE GRADE NUMBER OF EXITS(OR ACCESS TO EXITS)REQUIRED:2 PLANE WITH ONE EXIT FOR NUMBER OF EXITS(OR ACCESS TO EXITS)PROVIDED:2 TOTAL LAVATORIES PROVIDED: 1 1PROJECT N.I.C. • L7-01-C N.I.C. OCCUPANCY GROUP A. '.20"PER OCCUPANT FOR DIRECT EGRESS ACCESS(E.G. PRINCIPAL IN CHARGE:I MS • GROUND LEVEL). PROJECTMANAGER: MS MINIMUM EXIT WIDTH REQUIRED:37.2" PROJECT ARCHITECT: MS j TOTAL EXIT WIDTH PROVIDED:108" JOB CAPTAIN: KS ' ARRANGEMENT OF EXITS(PER IBC SECTION 1007.1.1) VICINITY MAP I WHERE TWO EXITS ARE REQUIRED,THE EXIT DOORS SHALL ' BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL TRAVEL PATH LEGEND DIAGONAL DIMENSION OF THE AREA SERVED. PROJECT DISTANCE SITE \ TOTAL EXIT ACCESS TRAVEL OCCUPANT LOAD SUMMARY-LEVEL 2 nsmsxE i i>am%xe rorem RAW � A-3 OCCUPANCY=964/50 SF=20 OCCUPANTS • COMMON ATH TOTAL OCCUPANTS=20 OF TRAVEPL NOTE:PER IBC 1006.34(1)SINGLE EXITS:THE OCCUPANT LOAD AND EXIT ACCESS TRAVEL DISTANCE WITHIN THE PORTION OF nsm verve ""^%Ne a �s� • INDOOR TRAINING AREAS'/ THE BUILDING SERVED BY THE SINGLE EXIT DO NOT EXCEED THE FE VALUES IN TABLE 1006.3.4 1 �A-3 OCCUPANCY EXCEPTION OCCUPANT LOAD LEGEND () �3 OCCUPANTS MAXIMUM PER ne"%xe vsm%xe- %MACHINE AND PITCHING LANE' NUMBER OF EXITS(OR ACCESS TO EXITS)REQUIRED:1 5,504 SF/// NUMBER OF EXITS(OR ACCESS TO EXITS)PROVIDED:1 -1—E A-3-ASSEMBLY *,20"PER OCCUPANT FOR DIRECT EGRESS ACCESS(E.G. PRO SHOP '/,I�;;�/��;� GROUND LEVEL)AND.3"PER OCCUPANT FOR EGRESS STAIR M OCCUPANCY DRAWING TITLE. 60SFPEROCCUPANT I �;��j' ACCESS. 1,485 SF— A-3-ASSEMBLY EXCEPTION MINIMUM STAIR WIDTH REQUIRED:6" / TOTAL STAIR WIDTH PROVIDED:39""• q r N --- - tug nano%Ne- ;��; M-MERCANTILE OPER IBC SECTION 1011.2 EXCEPTION 1:STAIRWAYS SERVING AN PROJECT A CUPA/ LESSTH THAN OF LESS THAN SO SHALL HAVE A WIDTH OF NOT City of Arlington INFORMATION & LESS THAN 361NCHES. - — I Building Department CODE ANALYSIS -�6HM1%N APPROVED Kevin Olander- 12/01/2025 DRAWINGNUMBER- No changes authorized unless approved by the Building Official NORTH TRAVEL PATH ANALYSIS-LEVEL 1 Al 1/16„=,,-1),. — 4 11 NORTH 1 2 3 4 5 6 nnvzazs ea�a�un 2 3 4 5 6 DYKEMAN ARCHITECTURE + DESIGN E E • 172ND STREET NE 9552 REGISTERED I ARCHITECT I I 1 �E I A L AA ON STEVENS L i "� TAT F WA HINT N S EO S GO I P E :p I {{ I • . • D {{ I D {{ "3 4 I D-BAT ACADEMY -- I ARLINGTON I I 17020 SMOKEY —-—-—-—- -I FOR POINT BLVD. D-BAT ACADEMIES ' INC. L7 I AT I s; ,%, ri r r, 17020 SMOKEY POINT RETAIL SUITE 130 BLVD. ARLINGTON, WA 98223 I I PERMIT SET 11/17/2025 I I SUITE 200 I AREA OF WORK This drawing is: C 1.Copyright 2025 Dykeman,Inc. C SUITE ENTRY Q 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's tJ I written permission for any other use or reproduction. - I J mPROJECT 25-038 - RETAIL Z SUITE A O • Q (100) d I MARK DATE DESCRIPTION Y m I O � - (n rn r--------------------- -� -- I I B B -• PRINCIPAL IN CHARGE:I MS PROJECTMANAGER: I MS PROJECT ARCHITECT:I MS JOB CAPTAIN: I KS I - - I - I I - w 10 - a -J 169TH PLACE NE L-J City of Arlington Building Department APPROVEDDRAWING TITLE: Kevin Olander- 12/01/2025 A No changes authorized unless approved by A the Building Official ARCHITECTURAL SITE PLAN DRAWING Al SITE PLAN- for reference only) • , 1-50'a" NO TH 1 2 3 4 5 6 nnvzazs eazae nra 2 3 4 5 6 GENERAL NOTES - DEMOLITION PLAN y _ A.REFER TO ELECTRICAL AND MECHANICAL DEMOLITION PLANS FOR REMOVAL OF ELECTRICAL FIXTURES AND EQUIPMENT AND MECHANICAL DUCTWORK AND N.LC. O O PLUMBING. B.PATCH ALL OPENINGS CAUSED BY DEMOLITION UNLESS OPENING IS TO BE REUSED. PATCH TO MATCH ADJACENT WALL SURFACES. C.RE MOVE ALL MECHANICAL GRILLES AND VENTS ASSOCIATED WITH DEMOLITION , YKEMAN UNLESS REUSED OR NOTED.PATCH TO MATCH ADJACENT WALL SURFACES. D.GENERAL CONTRACTOR TO COORDINATE ALL PATCHING AND REPAIR OF EXISTING N.I.C. CONSTRUCTION ADJACENT TO DEMOLISHED ELEMENTS TO MATCH ADJACENT ARCHITECTURE + DESIGN \ SURFACES,INCLUDING CEILINGS. F.IF MATERIALS SUSPECTED OF CONTAINING ASBESTOS ARE ENCOUNTERED,STOP WORK IMMEDIATELY AND INFORM THE OWNER PROMPTLY FOR CONFIRMATION TESTING. G. WALLS ARE TO BE PATCHED,REPAIRED AND PREPARED FOR PAINT FINISHES PER ' ERIOR os . 425.25913161 IT) 2�dFI—,/E,WA98201 05 • LINE OF LEVEL N.I.C. 07 —�-06 — �\ __--------- 2ABOVE T J 03 it B� DEMOLITION PLAN- LEVEL 2 T J I �1552 KEYNOTELEGEND KEYNOTE KEYNOTE TEXT STATE OF WASH NGTGN I I I — — — — — — — — r — — — 01 DEMOLISH CASEWORK COMPLETE. 02 DEMOLISH FLOOR FINISHES AND WALL BASE THROUGHOUT.PREP SUBFLOOR FOR NEW FINISHES. D 03 TERMINATE AND CAP EXISTING PLUMBING. PROJECT IDENTIFICATION: D 04 REMOVE AND SALVAGE EXISTING F.E.C.FOR RELOCATION,TYPICAL. 05 DEMOLISH EXISTING STAIRS COMPLETE. 06 TERMINATE AND CAP EXISTING DRYER VENT STACK. 07 DEMOLISH WALL OPENING FOR VIEWING PER ELEVATIONS. D—BAT ACADEMY ARLINGTON FOR D-BAT ACADEMIES, INC. 02 AT TYP. 17020 SMOKEY POINT BLVD. N.I.C. N.I.C. ARLINGTON, WA 98223 L - - - _ PERMIT SET 11/17/2025 oa " This drawing is: C 1.Copyright 2025 Dykeman,Inc. C 2.The Architects Instrument of Professional Service. 3.Far use on this project only.Obtain Architect's written permission for any other use or reproduction. PROJECT 25-038 MARK DATE DESCRIPTION I I I I — — — — — — _ — — — _ I I I I I I I I B LL B ..• PRINCIPAL IN CHARGE:I MS PROJECTMANAGER: IMS PROJECT ARCHITECT: MS JOB CAPTAIN: KS City of Arlington Building Department APPROVED Kevin Olander- 12/01/2025 No changes authorized unless approved by the Building Official I I I I of u FJ-----L� SYMBOLS LEGEND - DEMOLITION PLAN — ryry;I{{ DRAWING TITLE. m EXISTING WALL TO REMAIN A EXISTING CONSTRUCTION TO BE DEMOLISHED A / II SCOPE OF WORK LEGEND DEMOLITION PLAN / EXISTING DOOR AND FRAME TO REMAIN SHADING INDICATED AREA OUTSIDE SCOPE OF WORK m/ — — — —7 EXISTING DOOR AND FRAME TO BE DEMOLISHED DRAWING NUMBER- 0 4' 16, 1 2 3 4 5 Scale:1/8"=V-0" DEMOLITION PLAN - LEVEL 1 NORTH � . 1 2 1 3 4 1 5 6 111-25 eaz2s nm 2 3 4 5 6 GENERAL NOTES - DEMOLITION RCP A. REFER TO ELECTRICAL AND MECHANICAL DEMOLITION PLANS FOR REMOVAL OF ELECTRICAL FIXTURES AND EQUIPMENT AND MECHANICAL DUCTWORK AND PLUMBING. B. PATCH ALL OPENINGS CAUSED BY DEMOLITION UNLESS OPENING IS TO BE REUSED OR NOTED. N.L0. OTS OTS O O PATCH TO MATCH ADJACENT WALL SURFACES. C. REMOVE ALL MECHANICAL GRILLES AND VENTS ASSOCIATED WITH DEMOLITION UNLESS REUSED. PATCH TO MATCH ADJACENT WALL SURFACES. , 4 D. GENERAL CONTRACTOR TO COORDINATE ALL PATCHING AND REPAIR OF EXISTING CONSTRUCTION ADJACENT TO DEMOLISHED ELEMENTS TO MATCH ADJACENT SURFACES, OTS n n OTS INCLUDING CEILINGS. J J ry '� N.I.C. E. IF MATERIALS SUSPECTED OF CONTAINING ASBESTOS ARE ENCOUNTERED,STOP WORK ARCHITECTURE + DESIGN HH H H II II IMMEDIATELY AND INFORM THE OWNER PROMPTLY FOR CONFIRMATION TESTING. n II n II n u u u u I u I I I I I I E — — — — — — — — — — — — • E O O O N.I.C. O O �� _ _ _ 7 O 1 2 3 4 5 OTS -,JI 01 131 DEMOLITION RCP- LEVEL 2 II III �� I I -- ---J -------------------- ______ -- KEYNOTE LEGEND KEYNOTE KEYNOTE TEXT O O O 01 DEMOLISH ACT AND GRID COMPLETE. 9552 REGISTERED ARCHITECT A L AA ON STEVENS I I I STATE OF WASHINGTON — —O — — 0 — — PROJECT . . D O o O D-BAT ACADEMY ARLINGTON FOR 0 1 O O D-BAT ACADEMIES, INC. 0 0 AT 17020 SMOKEY POINT BLVD. N.I.C. N.I.C. ARLINGTON, WA 98223 0 0 0 PERMIT SET 11/17/2025 This drawing is: C O OTS O O 1.Copyright 2025 Dykeman,Inc. C 2.The Architects Instrument of Professional Service. 3.Far use on this project only.Obtain Architect's written permission for any other use or reproduction. PROJECT O O O 25-038 MARK DATE DESCRIPTION (�\� O O O _ _ _ _ _ _ O O O City of Arlington Building Department 0 0 0 APPROVED Kevin Olander- 12/01/2025 B No changes authorized unless approved by B the Building Official •- O O PRINCIPAL IN CHARGE: MS MATERIAL LEGEND- DEMO RCP PROJECTMANAGER: MS PROJECT ARCHITECT:1 MS JOB CAPTAIN: 1 KS ACOUSTIC CEILING PANELS TO BE REMOVED U O O I I I 1 () O 0 CEILING TAG-CEILING ELEVATION FROM FLOOR LEVEL OPEN TO STRUCTURE ABOVE O 0 LIGHTING SYMBOLS LEGEND - DEMO RCP 01 1-7774�1 ` SUSPENDED HIGH BAY LED LIGHT FIXTURE TO BE REMOVED DRAWING TITLE. C> O O A L y 2 X 2 RECESSED LIGHT FIXTURE TO BE REMOVED A SCOPE OF WORK LEGEND DEMOLITION RCP J — SUSPENDED LINEAR LED LIGHT FIXTURE TO BE REMOVED SHADING INDICATED AREA OUTSIDE SCOPE OF WORK — — — — 0 SUSPENDED HIGH BAY LED LIGHT FIXTURE TO REMAIN 2 3 4 5 ° 4 1. 16 � 3 EXIT LIGHT TO BE REMOVED AND/OR RELOCATED ' DRAWING NUMBER- Scale:1/8"=V-O" Al DEMOLITION RCP- LEVEL 1 NORTH 1/8"=V-O" 1 2 3 4 5 6 1111-2ses—Z 1 2 3 4 5 6 GENERAL NOTES - PLANS zz'-o^ sa.11 C, EXIST � A. INTERIOR DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,OR GWB AT FRAME WALLS, AND TO CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. 52.10 52.10 52.10 14 a O O B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELIGHTS ARE TO NOMINAL MASONRY OPENING 06 I N.I.C. RISER ORTO FINISH OPENING UNLESS OTHERWISE NOTED. Al MEETING AREA w 120 C. SEE WALLTYPES ON SHEETA1.11 FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES. OFFICE 13'-0"V.I.F. A4.10 110 i z D. ALL NON-BEARING WALLS ARE FULL HEIGHT TO UNDERSIDE OF ROOF DECK OR FLOOR ABOVE. DYKEMAN FLEX ROOM 12 A2 202 REFERTO DETAILS ON SHEET A9.111 FOR ADDITIONAL INFORMATION. 109 INSTRUCTOR 4 A4.10 54.11 E. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING OR BOND BEAM AS 52.10 LOUNGE A6.10 REQUIRED AT ALL WALL MOUNTED LAVATORIES,DRINKING FOUNTAINS,CASEWORK,MIRRORS, ARCHITECTURE + DESIGN 611 5'-8" it 54.11 N.I.C. HANDRAILS,ETC.REFER TO ARCHITECTURAL INTERIOR ELEVATIONS AND MECHANICAL DRAWINGS. w $4 11 54.11 12 - -_ _ ( MEETING 12 F. SEE DETAIL SHEET A6.00 FOR TYPICAL MOUNTING HEIGHTS FOR WALL MOUNTED ACCESSORIES 54.11 D1 ROOM 54.11 ^� AND EQUIPMENT.i DN VIEWING AREA 203 G. SEE FLOOR FINISH PLANS FOR TRANSITION DETAILS AND THRESHOLDS. 7201 203 H. ELECTRICAL PANELS,TRANSFORMERS,BOILERS,AIR HANDLING UNITS,AND DUCTWORK SHOWN ALIGN �/ALKWAY I OS FOR CONTRACTOR CONVENIENCE.SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC E V-43/4" EQ EQ SIZES AND LOCATIONS. E z 104C I. SEE REFLECTED CEILING PLAN FOR CEILING MOUNTED EQUIPMENT. F S41 -�_- - - --------_---------------_ _�- -_------_- - - - - - / J. CONTRACTOR TO VERIFY ALL ADA CLEARANCE REQUIREMENTS. • ��// EN UTILITY 11 ¢ - - - --- ----- K. REFER TO SHEET A7.10 FOR TYPICAL DOOR CLEARANCES. 107 N LINE OF LEVEL N.I.C. L. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. 56.11 107 2ABOVE M. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATED WALLS,INCLUDING BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC.,WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. N. SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONAL AND NOTE INFORMATION. RESTROOM Sq 11 0. NET PARTITIONS PROVIDED AND INSTALLED BY OWNER,GC TO COORDINATE. 106 106 6 CAGE I i Ii I 3 2 rAl I54.11 07 CAGE - FLOOR PLAN-LEVEL 2 S6.10 B 1 T-2" S4.11 • RESTROOM 105 105 o CAGE 9552 REGISTERED S6. 1 N, ARCHITECT KEYNOTELEGEND 08 j T-6" 45'-0" A L AA ON STEVENS KEYNOTE KEYNOTE TEXT STATE OF WASHINGTON 01 NET PARTITIONS BORDERING THE FENCE LINE TO BE CABLED DOWN TO E - - - - - - - - - THE GROUND,TYPICAL. 02 D-BAT PADS AROUND BASE OF COLUMN,OWNER PROVIDED,CONTRACTOR D INSTALLED. PROJECT • • p 03 SLAT WALL,OWNER PROVIDED,ASSUME PRO SHOP WALLS ARE 30%SLAT WALL W1&30%SLAT WALL W2,CONTRACTOR INSTALLED.REFER TO 09 ELEVATIONS FOR ADDITIONAL INFORMATION. CAGE 04 ARCHITECTURAL CASEWORK,OWNER PROVIDED,CONTRACTOR INSTALLED. D-BAT ACADEMY 1'-g^ 05 PROVIDE SECURITY DOOR TO EXISTING ROOF LADDER. p7 06 EXISTING INOPERABLE METAL SECTIONAL VERTICAL LIFT DOOR. TYP 5/8"TYPE"X"G.W.B 5/8"TYPE"X"G.W.B 07 SLIDING DIVIDER NET PARTITION. A R L I N G TO N 08 BI-LEVEL DRINKING FOUNTAIN/BOTTLE FILLER. 09 COORDINATE CAGE EQUIPMENT LAYOUT WITH OWNER. 2 1/2"METAL FRAMING 6"METAL FRAMING 10 D-BAT WALL OF FAME LOCATION,SUPPLIED BY OWNER. ONE-WAY Wp4KWpY F.G.BATT INSULATION 12 WALL MOUNTEDSTVLMONITOR.PROVIDE POWER AND DATA AS REQUIRED. FOR F.G.BATT INSULATION 13 NETWORK RACK IN THIS ROOM.COORDINATE WITH OWNER. 104B CAGE 14 EXISTING ELECTRICAL PANEL IN THIS ROOM.COORDINATE USE WITH D-BAT ACADEMIES, 01 > 5/8"TYPE"X"G.W.B 5/8"TYPE"X"G.W.B ELECTRICAL, TYP INC. AT PLAN VIEW PLAN VIEW 17020 SMOKEY POINT BLVD. N.I.C. MACHINE N.I.C. WALL TYPE WALL DATA WALL TYPE WALL DATA ARLINGTON, WA 98223 ACOUSTIC WALL ACOUSTIC WALL 52'-0 S4.11A S6.11A PERMIT SET D - - - - - - - - - - - - 11/17/2025 61 3 This drawing is: 71 WALL TAG LEGEND 1.Copyright 2025 Dykeman,Inc. C MACHINE _ 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. 1p CORE MATERIAL PROJECTNUMBER- S: STEEL STUD "METAL FRAMING 2 1/2"METAL FRAMING 25-038 - F.G.BATT INSULATION 5l8"TYPE"X"G.W.B CORE MATERIAL NOMINAL SIZE • MACHINE p2 5/8"TYPE"X"G.W.B SPECIAL CONSTRUCTION MARK DATE DESCRIPTION 6" TYP. 54'-0" 2'-0" 73 ACOUSTIC PLAN VIEW PLAN VIEW S IjJ)�..11 A WALKWAY 2'-0" 104A 1'-0" WALLTYPE IWALLDATA WALLTYPE IWALLDATA #LAYERS'EXTERIOR'SIDE OF STRUCTURE ACOUSTIC WALL FURRED WALL I I I I 56.10A 52.10 #IAYERS'INTERIOR'SIDE OF STRUCTURE ss.11 TYPE LEGEND -WALLS B B R 12 PRINCIPAL IN IN CHARGE�MS PROJECTMANAGER�MS PROJECT PROJECT ARCHITECT: PITCHING PITCHINI JOB CAPTAIN: KM - TUNNELI TUNNEL MACHINE MACHINE City of Arlington - Building Department p3 APPROVED 2'-p"MIN. 13'-6" Kevin Olander- 12/01/2025 ss.11 No changes authoriz d unless aapproved by t STORAGE S4.11 PRO SHOP 103 - 01 SYMBOLS LEGEND - FLOOR PLAN 03 � -0 103 3 EXISTING WALL DRAWING TITLE. 102 S4.11 s.11 0 NEW WALL A A MANAGER FLOOR PLAN o SCOPE OF WORK LEGEND `� 11 OFFICE / DOOR AND FRAME FL _ SHADING INDICATED AREA OUTSIDE SCOPE OF WORK NET PARTITION DRAWING NUMBER- A ~n W m 0 4' 8' 16' � SWING CHAIN LINK GATE 1 2 3 4 5 Scale:1/8"=1'-0" � CHAIN LINK FENCE FLOOR PLAN-LEVEL 1 NORTH\ =1'-0" 1 2 3 4 5 6 1111-2se 1.11 1 2 3 4 5 6 GENERAL NOTES - RCP'S A. CEILING DETAILS C REFER ACING TALLSA9.02 SH B. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILINGS.REFER TO TYPICAL CEILING DETAILS N.I.C. OTS SHEETA9.02. O O O 0 ('� 0 C. METAL JOIST SPAN DETAIL-REFER TO DETAIL XXIA9.02 FOR NON-SUSPENDED GWB CEILING "� ASSEMBLIES. D. CEILING AND SOFFIT HEIGHTS ARE FROM FINISHED SLAB UNLESS OTHERWISE NOTED. , A E. CEILINGTYPES-REFERTO MATERIAL LEGEND THIS SHEET. OTS 8-0 F. CEILING GRIDS ARE CENTERED UNLESS OTHERWISE NOTED OR DIMENSIONED.CONTRACTOR SHALL FIELD MEASURE SPACE AVAILABLE TO VERIFY LAYOUT.IF MINOR ADJUSTMENTS ARE O O O 0 9'_0. NECESSARY TO AVOID STRIPS NARROWER THAN TOR OTHER CONFLICTS,OBTAIN APPROVAL OF ARCHITECTURE + DESIGN N.I.C. OWNER REPRESENTATIVE BEFORE PROCEEDING. G. REFER TO MECHANICAL DRAWINGS FOR ACTUAL SIZE AND LOCATION OF MECHANICAL ELEMENT V.I.F. COORDINATION. H. LOCATIONS OF SMOKE ALARMS,EMERGENCY LIGHTING,NIGHT LIGHTS AND EXIT SIGNAGE-REFER l =____------ .�t lJ 0 O O O O TO ELECTRICAL DRAWINGS. - r O O O O O O OTS O O I. DOMESTIC WATER PIPING AND SPRINKLER PIPE NOT SHOWN FOR CLARITY.CONTRACTOR TO E �\ �I___ I-_ _________ FE -'r.. > COORDINATE INSTALLATION OF THESE ELEMENTS WITH THOSE OF ALL OTHER TRADES. E — — — — — — — — — — � ram/1 J. WHERE PAINTING OPEN STRUCTURE IS IDENTIFIED,PAINT ALL EXPOSED SYSTEMS THAT ARE N.LC. ri 8'-0" A4 B4 VISIBLE COLOR P-1 UNLESS OTHERWISE INDICATED. • , OTSX > I REFLECTED CEILING PLAN - LEVEL 2 I e 0 I I I a e 10'-0" KEYNOTE LEGEND KEYNOTE KEYNOTE TEXT EMPIRE L-11 e 01 REFER TO ELECTRICAL DEFERRED SUBMITTAL FOR NEW LIGHTING LAYOUT. .. J .. :. / 9552 REGISTERED �.. ARCHITECT A L AA ON STEVENS STATE OF WASHINGTON E — D I I I LL I I PROJECT IDENTIFICATION: D SL D-BAT ACADEMY ARLINGTON FOR k OTG X� X X D-BAT ACADEMIES, INC. AT 17020 SMOKEY POINT BLVD. TYR ARLINGTON, WA 98223 I _ I PERMIT SET ® 11/17/2025 This drawing is: C 1.Copyright 2025 Dykeman,Inc. C 2.The Architect's Instrument of Professional Service. 3.Far use on this project only.Obtain Architect's written permission for any other use or reproduction. I I PROJECT w 25-038 a MARK DATE DESCRIPTION NUMBER- I I I I I 0 o cCity of Arlington Building Department APPROVED Kevin Olander- 12/01/2025 No changes authorized unless approved by the Building Official B B • PRINCIPAL IN CHARGE:I MS MATERIAL LEGEND- RCP PROJECTMANAGER: MS PROJECT ARCHITECT: MS JOB CAPTAIN: KS 2 X 2 ACOUSTIC CEILING PANELS r,. OPEN NETTING @ 15'-0"A.F.F.(VA.F.) CEILING TAG-CEILING ELEVATION FROM FLOOR LEVEL OTS OPEN TO STRUCTURE ABOVE I I I I LIGHTING SYMBOLS LEGEND - RCP DRAWING TITLE: ,o'-o" I A 2X4 RECESSED LED LIGHT FIXTURE REFLECTED CEILING A SCOPE OF WORK LEGEND 0 SUSPENDED HIGH BAY LED LIGHT FIXTURE PLAN SHADING INDICATED AREA OUTSIDE SCOPE OF WORK o RECESSED CAN LIGHT FIXTURE 0 4' 8' 18' ® LED LIT EXIT LIGHT DRAWING NUMBER- 2 3 4 5 1 Scale:1/8"-V-0" O LED CYLINDER LIGHT FIXTURE Al REFLECTED CEILING PLAN - LEVEL 1 NORTH` 1 2 3 4 5 6 nnvzazs eazao nra 2 3 4 5 6 EQUALLY SPACE BALUSTERS ALONG STAIR RUN 4'-0"MAX DYKEMAN PAINTED"C"STRINGER ARCHITECTURE + DESIGN PER STRUCTURAL PRECAST CONCRETE TREAD/RISER (2)PIECE ABRASIVE E NOSING CAST IN TREAD E 4 • PRECAST STAIR SOLID WOOD CAP RAIL :-..7'-.,.:..-:-:•:•mot•-.-.:y••-..r: �:>.,c:; t�P TREAD SET IN EPDXY STAINLESS STEEL 1-1/2" X 114'.FLATBAR TOP F THREADED ROD RAIL PRE-DRILLED AND O STUDS WELDED TO COUNTERSINK METAL BENT PLATE �0 STAINLESS STEEL 2"X 1" a 90 DEGREE ELBOW FLAT BAR BALUSTER t�P METAL BENT PLATE e 4 WELDED TO STRINGER a °� a RAILING,TYP n a 3/16"STEEL CABLE FP PER STRUCTURAL - as RISER BELOW 14'GAP-GROUT TO (�P SEAL,TYP. �P PAINTED"C"STRINGER PERSTRUCTURAL BOTTOM TREAD HANDRAIL WALL RETURN �9552PRECAST CONCRETE TREAD/RISER11 1 (2)PIECE ABRASIVE FACE OF STATE OF WASNINGTON NOSING CAST IN TREAD NOSING 1/4"GAP-GROUT To D SEAL,TYP. PROJECT IDENTIFICATION: D a D-BAT ACADEMY CONCRETE PER STRUCTURAL n 1O L I A G TO A PLYWOOD PER STRUCTURAL 2X INFILL PER STRUCTURAL FOR CHANNEL PER STRUCTURAL D-BAT ACADEMIES, INC. STEEL SUPPORT COLUMN PER STRUCTURAL AT 17020 SMOKEY POINT BLVD. ARLINGTON, WA 98223 BOTTOM STAIRS AT INTERMEDIATE LANDING PERMIT SET 21/2" EASED EDGES 11/17/2025 3'4 SOLID WOOD CAP RAIL A.F.F. PAINTED STEEL 1-1/2"X 1/4"FLATBAR TOP RAIL PRE-DRILLED AND PAINTED"C"CHANNEL PER STRUCTURAL MIN COUNTERSINK This drawing is: C 1.Copyright 2025 Dykeman,Inc. C 3'-0" FASTENERS AT 6"O.C. 2.The Architect's Instrument of Professional Service. [CONCRETE PER STRUCTURAL A.F.F. 3.Far use on this project only.Obtain Architect's written permission for any other use or reproduction. PLYWOOD PER STRUCTURAL 1 1/2"SOLID 2X INFILL PER STRUCTURAL WOOD HANDRAIL PROJECT JOINT SEALANT WITH BACKER T„ ROD,CONTINUOUS AT LANDING O u — — — — — — — — — — — — — — — — 1" IV 25-038 PAINTED"C"STRINGER O � FACE OF PER STRUCTURAL w NOSING PAINTED STEEL 2"X 1"FLAT BAR BALUSTER • � PRECAST CONCRETE g" TREAD/RISER O 3/16"STAINLESS STEEL CABLE MARK DATE DESCRIPTION 2 PIECE ABRASIVE () � CONTINUOUS 3/16"FILLET WELD BOTH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NOSING CAST IN TREAD w SIDES.GRIND SMOOTH PRIOR TO EXISTING FLOOR y PRIMING AND PAINTING 1/4"GAP-GROUTTO STRUCTURE g SEAL,TYP. PAINTED"C" City of Arlington CHANNELPER BuildingDepartment STRUCTURAL p APPROVED Kevin Olander- 12/01/2025 No changes authorized unless approved by the Building Official METAL BENT PLATE WELDED TO STRINGER PER STRUCTURAL B 1 2 B "-• F PRINCIPAL IN CHARGE:I MS TOP OF STAIRS AT INTERMEDIATE LANDING GUARDRAIL SECTION AT LEVEL 2 F PROJECT MANAGER: MS PROJECT ARCHITECT:I MS A4.10 A4.10 JOB CAPTAIN: KS A3 A3 A4.10 A4.10 I I iA410 A4 AS A4 A5 I I A4.10 A4.10 A4.10 A4.10 J C4 I 13-5,1 ga.to I III II II II II II II II II II l I ili ii li lii Ili lii ° ° I LL I i li i i i i i i I� I I I I III II II II II II II I II I I I I I I I lli AWING TITLE: = ==III-- — —I oil _ V ^ II II II II 81 - ," II II II n l l l l l l l A iil a II n w a A3 AS A4.10 A n u�r—n II - A4.10 A4.10 I ENLARGED STAIR F _ FE _ PLANS & DETAILS I I I J 2 1 2 DRAWING NUMBER- Section 3 �� Section 4 ��114 tion 5 , 1/4"=1'-0" �"r 1/4"=1'-0" '-0"LAN - LEVEL 1 2 STAI6R PLAN-LEVEL 2 1 2 1 3 1 4 1 5 1 6 nmizazs eazm U 2 3 4 5 6 GENERAL NOTES - PLANS A. INTERIOR DIMENSIONS ARE TO THE FACE OF CONCRETE,MASONRY,OR GWB AT FRAME WALLS, AND TO CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. B. DIMENSIONS LOCATING DOORS,WINDOWS AND RELIGHTS ARE TO NOMINAL MASONRY OPENING OR TO FINISH OPENING UNLESS OTHERWISE NOTED. C. SEE WALL TYPES ON SHEET A1.11 FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES. , A D. ALL NON-BEARING WALLS ARE FULL HEIGHT TO UNDERSIDE OF ROOF DECK OR FLOOR ABOVE. REFER TO DETAILS ON SHEET A9.10 FOR ADDITIONAL INFORMATION. E. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING OR BOND BEAM AS REQUIRED AT ALL WALL MOUNTED LAVATORIES,DRINKING FOUNTAINS,CASEWORK,MIRRORS, ARCHITECTURE + DESIGN HANDRAILS,ETC.REFER TO ARCHITECTURAL INTERIOR ELEVATIONS AND MECHANICAL DRAWINGS. F. SEE DETAIL SHEET A6.00 FOR TYPICAL MOUNTING HEIGHTS FOR WALL MOUNTED ACCESSORIES AND EQUIPMENT. G. SEE FLOOR FINISH PLANS FOR TRANSITION DETAILS AND THRESHOLDS. H. ELECTRICAL PANELS,TRANSFORMERS,BOILERS,AIR HANDLING UNITS,AND DUCTWORK SHOWN - FOR CONTRACTOR CONVENIENCE.SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC E SIZES AND LOCATIONS. E I. SEE REFLECTED CEILING PLAN FOR CEILING MOUNTED EQUIPMENT. J. CONTRACTOR TO VERIFY ALL ADA CLEARANCE REQUIREMENTS. • K. REFER TO SHEET A7.10 FOR TYPICAL DOOR CLEARANCES. L. ANGLES ARE 30 DEGREES,45 DEGREES,OR 90 DEGREES U.N.O. M. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS AT FIRE RATED WALLS,INCLUDING BUT NOT LIMITED TO PIPING,DUCTS,CONDUIT,ETC.,WITH FIRESTOPPING PER I.B.C.REQUIREMENTS. N. SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONAL AND NOTE INFORMATION. 0. NET PARTITIONS PROVIDED AND INSTALLED BY OWNER,GC TO COORDINATE. • 9552 REGISTERED KEYNOTE LEGEND ARCHITECT KEYNOTE KEYNOTE TEXT A L AA ON STEVENS 01 24 X 36 ALUMINUM FRAMED MIRROR. STATE OF WASHINGTGN 02 WALL MOUNTED LAVATORY AND FAUCET. 03 WALL MOUNTED SOAP DISPENSER. 04 WALL MOUNTED COMBINATION PAPER TOWEL AND WASTE RECEPTACLE. 05 INSULATED PIPE COVER, D 0 6 WALL MOUNTED TOILET PARTITION,TYP. PROJECT • • D 07 WALL MOUNTED TOILET SEAT COVER DISPENSER,TYP. 08 SANITARY NAPKIN DISPOSAL,RESTROOM 106 ONLY. 09 WALL MOUNTED TOILET AND FLUSH VALVE,TYP. 10 STAINLESS STEEL GRAB BAR,TYP. D—BAT ACADEMY 11 STAINLESS STEEL COAT HOOK. 12 TOILET TISSUE DISPENSER,TYP. ARLINGTON FOR D-BAT ACADEMIES, INC. AT 17020 SMOKEY POINT BLVD. ARLINGTON, WA 98223 PERMIT SET 11/17/2025 This drawing is: C 1.Copyright 2025 Dykeman,Inc. C 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. PROJECT 25-038 CORNER • MARK DATE DESCRIPTION P1 P1 pi O6 rs 10 8'-1. IUII r — — zt 12 08 I I , j ��RR 105 NORTH ELEV. 1 P1 A4.20 B3 CORNER ' " - 62 3-2 - PRINCIPAL IN CHARGE:I MS PROJECTMANAGER: IMS ___5'-0" 3'-0" PROJECT ARCHITECT:I MS Pi JOB CAPTAIN: KS ii A4.20 IC2 °? P1 Pi I V O6 I O6 � 10 1'-3" EQ EQ_ 11 07 � El A4.20 02 - 09 B2 L111, 'Ji ii�l I I I 3'-0" B2 820pp - B2 RR 105 EAST ELEV. B3 RR 105 NORTH ELEV. 2 A A4.20 B3 J L A20pp 1' 6.L DRAWING TITLE: City of Arlington A Building Department ENLARGED A 03 P1 APPROVED RESTROOM PLANS & 02 �^ Kevin Olander- 12/01/2025 ELEVATIONS I o os No changes authorized unless approved by 2 the Building Official 677T---- DRAWING NUMBER: N N 1'-6' 17L I s^1'-s• Bz 82 Al ENLARGED RESTROOM PLAN 1/4"=11-01, 4 A2 RR 105 WEST ELEV. (A3y RR 105 SOUTH ELEV. NORTH 1 2 3 4 5 6 nnvzazs eazes nra 1 2 3 4 5 6 GENERAL NOTES - FINISH FLOOR PLAN A. FLOOR TRANSITIONS DETAILS-REFER TO SHEET A9.01. B. FLOOR TRANS ITIONSSHALL OCCUR AT CENTERLINE OF DOOR UNLESS OTHERWISE NOTED. G G C. FLOORING-OMIT FLOORING UNDER FURNISHINGS. 0 D. FLOOR FINISH TYPES-REFER TO MATERIAL LEGEND,THIS SHEET. N.LC. E. PROVIDE SPECIFIED MOISTURETESTING OF CONCRETE PRIOR TO INSTALLATION OFANY fL 4 M 202 FLOORING.MAINTAINING ACCEPTABLE MOISTURE LEVELS OF CONCRETE IS THE RESPONSIBILITY A6.10 Fla OF THE CONTRACTOR. , 109 F. TURF AND RUBBER FLOORING PROVIDED AND INSTALLED BY OWNER,GCTOCOORDINATE I I I F3 As.10ARCHITECTURE + DESIGN INSTALLATION. 1711' I I A p8 I I I I I I I I I I I I I I I I I I I I I I I D1 203 DN IC As.,o VIE NGW 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I I 1 1 201 E F4 c11 Fla E +I EI - -ICI-I - I UTILI F4 1m -1I IIIIII _ — I I I I • III IIIIII Fs IIIIIIIII 1 z 3 a 5 RESTROM KEYNOTE LEGEND 06 -- — — — — — — *FFLOOR FINISH PLAN - LEVEL 2 — _ KEYNOTE KEYNOTE TEXT REST R OM 01 ASSUME 35%P2 PAINT,55%P3 PAINT,10%P4 PAINT IN MAIN AREAS. 105 02 ASSUME ACCENT PAINT COLORS ALL WALLS IN PRO SHOP. I 111111111 • III IIIII F6 — �9552F -— STATE OF WASHINGTON =650"- D PROJECT • • D I I IIIIIIIII 11 D-BAT ACADEMY I � I ; I ; I A R LIN G TO N IIIII IIIII IIIII III _ _ _ _ FOR D-BAT ACADEMIES, IIIw r 1 ' 1 B INC. I I oa I I �_- I I I llli1111i AT 111 I I I IIII 17020 SMOKEY POINT Fla III 6+ = BLVD. N.I.C. Fz N.I.C. ARLINGTON, WA 98223 — PERMIT SET 11/17/2025 --7422 — — — — — IIII I I This drawing is: C 1.Copyright 2025 Dykeman,Inc. C — — 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. I IIIIIIII — — — — --• I I I I I 25-038 I IIIIIII I - I I I I I III _ __ • MARK DATE DESCRIPTION I IIIIII1111 � — - I - - - T 1I I I I I I I I III I I I I I I I I I I I I I I I I I I I l l l l l f l l l l l l l l l l l l l l l l — 1I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — I I I I I I I I I I I I I I I I I I I I I I IIIII IIIIII IIIIIIII I I I I I I I I I I I _ _ I IIIII11111111111111 — IIIII II111 � 1 I � I111 � 1 — — — 11111 ( IIIIIIIIIIIIII II I I I l F e l l B B ii PRINCIPAL IN CHARGE: MS PROJECT MANAGER: (IMS PROJECT ARCHITECT: MS JOB CAPTAIN: KS F2 — 101 ' 103 City of Arlington = Building Department A APPROVED A s Kevin Olander- 12/01/2025 FLOOR FINISH PLAN No changes authorized unless approved by A — — — — — 0 the Building Official DRAWING 8' s' 2 3 4 5 1 Scale:1/8"=1'-0" FLOOR FINISH PLAN-LEVEL 1 NORTH` A! 118"=T-0" 1 2 3 4 5 6 nnvzazs eazaa nra 2 3 4 5 16 FINISH MATERIAL KEY FLOOR Fla ROLLED RUBBER FLOORING-D-BAT BLACK Fib ROLLED RUBBER-D-BAT RED F2 TURF-TBD F3 LVT FLOORING-SHAW,HOMESTEAD COLLECTION VE476 COLOR:WISHBONE 01167 . F4 PORCELAINTILE-TBD Will F5 CONCRETE-SEALED BASE ARCHITECTURE + DESIGN B1 RESILIENT BASE-4"-TBD B2 TILE BASE-TBD WALL P1 PAINT-SHERWIN WILLIAMS D-BAT WHITE,EGGSHELL FINISH E P2 PAINT-SHERWIN WILLIAMS D-BAT RED,EGGSHELL FINISH E P3 PAINT-SHERWINWILLIAMSD-BAT GREEN,EGGSHELL FINISH P4 PAINT-SHERWINWILLIAMSD-BAT GOLD,EGGSHELL FINISH • P5 PAINT-SHERWIN WILLIAMS TRICORN BLACK 6258,EGGSHELL FINISH W1 SLAT WALL-8FT.HIGH W ILSONART 3195=65 STOCK BLACK,3"SPACING W2 SLAT WALL-8FT.HIGH FORMICA 8843-WR NATURAL ASH,6"SPACING F1 CHAIN LINK FENCING-VINYL COATED INTERIOR CHAIN LINK FENCE&GATES: 2"X 9 GA CORE(8 GA FINISH)X 8 FT TALL EXTRUDED/BONDED VINYL CHAIN LINK FABRIC(GREEN) 1 518"TOP AND BOTTOM RAIL(CS40 POWDER COATED GREEN) 2 3/8"CS40 LINE POSTS W/6X6X3/8"BASE PLATES(POWDER COATED GREEN AFTER FABRICATION) 2 7/8"CS40 TERMINAL POSTS W/6X6X3/8"BASE PLATES(POWDER COATED GREEN AFTER FABRICATION) 1 5/8"CS20 GATE FRAMEWORK(WELDED CONSTRUCTION)CONSTRUCTED FROM POWDER COATED FRAMEWORK FORK LATCHES FOR ALL GATES ALL HARDWARE AND FITTINGS POWDER COATED GREEN 1/2"CONCRETE ANCHORS PER LAYOUT PROVIDED TOTAL OVERALL FOOTAGE WITH GATES-LF(INTERIOR FENCE) • N1 NET PARTITION-#42 ARENA NETS,#96 NETS BEHIND HOME PLATES IN FRONT OF PITCHING MACHINES AND AT BACK END OF NON-MACHINE CAGES CEILING 9552 REGISTERED c1 ACT-2'z2' ARCHITECT OTS OPEN TO STRUCTURE-PAINTED Pi A L AA ON STEVENS PLASTIC LAMINATES STATE OF WASHINGTON PL1 HIGH PRESSURE PLASTIC LAMINATE-FORMICA/NATURAL ASH 8843-WR PL2 HGH PRESSURE PLASTC LAM NATE-FORM CA/MATTE BLACK D "FIRE EXTINGUISHER" DOORS AND FRAMES • • • D SIGNAGE.CENTERED OVER CABINET. P6 PAINT-TBD,SEMI-GLOSS FINISH 4"MAX D-BAT ACADEMY _ ARLINGTON `6 _ Z FOR SEMI RECESSED CABINET TYPICAL SIGNAGE MOUNTING HEIGHT D-BAT ACADEMIES, FIRE EXTINGUISHER (REFER TO SIGNAGE DWGS FOR ADD'L INFO) INC. ICC At 17.1-2017 307.2 AND NFPA 6.13.8.1 CC At 17.1-2017 703 SECURITY DEVICE,UNO(S) OCCUPANCY SENSOR,UNO(OCC) AT ❑❑ lio 17020 SMOKEY POINT w m0 m SEE INT ELEVS FOR FIRE ALARM(FA) 90"AFF UNO BLVD. O w w m CONDITIONS NOT w�wV SHOWN IN THIS DIAGRAM DOOR ACCESS CARD ILLUMINATED EXIT ARLINGTON, WA 98223 p =U READER(WALL OR SIGN w LL 3 O INSTALL MULLION MOUNTED) g^ BACKER AT OPP LIGHT SWITCH(L) SIDE,IF GLASS PERMIT ET 1� THERMOSTAT(TH) \ 11/17/2025 III WALL MOUNTED / PHONE DOOR i (WHERE This drawing is: C �_ o-D-8 o OCCURS 1.Copyright 2025 Dykeman,Inc. C 2.The Architect's Instrument of Professional Service. o O FIRE ALARM / 3.For use on this project only.Obtain Architect's \ SIGNAGE AT fO w MANUAL PULL(F) written permission for any other use or reproduction. LATCH SIDE OF �L SINGLE DOOR w EMERGENCYCALL - a SWITCH(ECS) PROJECT m ELECTRICAL OUTLET(P) DATA(D) ROOM SIGNAGE ELECTRICAL DEVICES AUDIONIDEO(AV) 25-038 • MARK DATE DESCRIPTION NO OTHER FIXTURES LL 12"MIN 54 MIN. 6"MAX ALLOWED IN THIS AREA 18"MAX 12"MAX. 36"MIN. w 42"MIN. �111 FLUSH CONTROL SHALL BE ON THE pgpER TOW EL rSOAP 40" 12" 24'• OPEN SIDE OF THE DISPENSERS 3I DISPENSER WATER CLOSET, J/ TOP OF U m z 18"TYP HOOK in aII _�_ — _ — _ — GRAB BAR — o _ — So _ — o SANITARYCOAT 1 LLD Z HOOK NAPKINS CLEAR FLOOR L 60 SEAT TSCD PD FINDDISPENSER e SPACE 'ADULTS&CHILDREN PLAN SIDE SIDE 4 36" FRONT ACCESSIBLE WATER CLOSET ACCESSIBLE WATER CLOSET HEIGHT ADA WATER CLOSET GRAB BARS AND ADA ACCESSORIES HEIGHT STANDARD SEAT ICC At 17.1-2017-604.2,604.3.1,604.11.2 ICC At 17.1-2017-604.4 SEAT COVER DISPENSER ICC At 17.1-2017-603.4&TABLE 603.6-308.2.1 COVER DISPENSER ICC At 17.1-2017-604.5 AND 604.7. B B • CLR FLR SPACE.NO MIRROR SIZE CENTER ON PRINCIPAL IN CHARGE:1 MS OTHER FIXTURES PER INTERIOR LAV ALLOWED IN THIS AREA ELEVATION PROJECTMANAGER: MS PROJECT ARCHITECT: MS 25"MAX m B.O KNEE JOB CAPTAIN: KS . FOF WALL REFLECTIVE — CLEARANCE Z SURFACE TOE Z EQ EQ T.O_SINK CLEARANCE _� o OQ O T.O. FUR 30" MEASURED 8" MEASURED PROVIDE PROTECTIVE HEAT PLAN FRONT OF FIX FROM FACE „ FFROM(FACE 17" SHIELD AT PLUMBING FOR KNEE PROTECTION SEE ADA LAVATORIES&MIRROR MECHANICAL DRAWINGS ICC A117.1-2009 305.3&305.4 1 306 1306.2 EXCEP 3 1 306.3 1 606.6 WAINSCOT TO EXTEND 4" PAST THE EDGE OF THE MOP BOTTLE FILLER 5"MAX SINK WIDTH AND DEPTH 18" W HERE OCCURS HEIGHT @SPOUT 15"MIN. 18" OUTLET(TYP) DRAWING Z BOTTLE FILLER O MIN. Z 8"MIN. WHERE OCCURS Z N o J w City of Arlington A A a U a Z KNEE CLEAR. v FINISH LEGENDS g U TOE CLEAR. rmn _� Building Department SCHEDULES, Z M STANDARD m N 71 FRONT FRONT APPROVED MOUNTING HEIGHTS FRONT ADA(WHEELCHAIR)ro o SIDE "MAX. MIN. Kevin Olander- 12/01/2025 STANDARD AND ADA(WHEELCHAIR)DRINKING FOUNTAIN AND BOTTLE FILLER MOP SINK MOP SINK MOP/BROOM •. ICC A117.1-zo17602 FAUCET HOLDER No changes authorized unless approved by the Building Official FIXTURE MOUNTING HEIGHT LEGEND 1 1/4"=V-0" 1 2 3 4 5 6 nnvzazs eazaa un 2 3 4 5 6 GENERAL NOTES -INTERIOR ELEVATIONS A. FINISHMATERIAL LEGEND-REFER TO SHEET A6.00. B. TYPICAL MOUNTING HEIGHTS-REFER TO SHEET A6.00. C. BLOCKING-PROVIDE BLOCKING BEHIND WALL FINISHES FOR ALL WALL MOUNTED DEVICES 6 EQUIPMENT,FIXTURES,CASEWORK,AND RAILINGS.TYPICAL BLOCKING DETAILS-REFER TO SHEETA9.01 D. RECESSES,RETURNS,AND PROJECTIONS RECEIVE SAME FINISH AS ADJACENT SURFACES UNLESS , A OTHERWISE NOTED. E. WALL FINISHES MAY BE OMITTED BEHIND CASEWORK AND PERMANENT EQUIPMENT WERE CONCEALED FROM VIEW. F. FINISHES-ALL EXPOSED STEEL SHALL BE FINISHED PAINTED. ARCHITECTURE + DESIGN G. PAINT ALL EXPOSED METAL DUCTS,CONDUIT,PIPING,GRILLES,DIFFUSERS,AND REGISTERS,ETC. COLOR AS SELECTED BY ARCHITECT. H. DOOR AND FRAME FINISHES-REFER TO DOOR SCHEDULE A7.10. I. CEILINGS-REFER TO REFLECTED CEILING PLAN SHEETS FOR ADDITIONAL CEILING INFORMATION. J. SIGNAGE-REFER TO OWNER PROVIDED SIGNAGE PLANS FOR DETAILED IDENTIFICATION AND - WAYFINDING SIGNAGE LOCATIONS.COORDINATE MECHANICAL AND ELECTRICAL FIXTURES AND E DEVICES WITH SIGNAGE LOCATIONS. E • • 9552 REGISTERED ARCHITECT A L AA ON STEVENS STATE OF WASHINGTON Qr: p i6'-0" •-• IDENTIFICATION: D P' D-BAT ACADEMY ARLINGTON �31� FOR ��MEETING ROOM EAST ELEVATION D-BAT ACADEMIES, INC. AT 17020 SMOKEY POINT BLVD. EXISTING STEEL ARLINGTON, WA 98223 COLUMN CORNER P7 PERMIT SET P1 11/17/2025 P2 EQ 16'-0" EQ This drawing is: C OPEN TO 1.Copyright 2025 Oykeman,Inc. C BEYOND -- —___-- 2.The Architect's Instrument of Professional Service. OPEN TO OPEN TO OPEN TO P1 3.For use on this project only.Obtain Architect's EYOND BEYOND BEYOND written permission for any other use or reproduction. PROJECT NUMBER: P1 - 25-038 61 PL2 PL1 PL1 B1 • MARK DATE DESCRIPTION VIEWING AREA EAST ELEVATION ��VIEWING AREA SOUTH ELEVATION ��Iul WEST ELEVATION 1/4"=1•_O" 1 B B • PRINCIPAL IN CHARGE: MS PROJECTMANAGER: MS PROJECT ARCHITECT: MS JOB CAPTAIN: KS City of Arlington •- AWING TITLE: Building Department A APPROVED A Kevin Olander- 12/01/2025 INTERIOR ELEVATIONS No changes authorized unless approved by the Building Official DRAWING 61 ,� PRO SHOP NORTH ELEVATION A! / 1/4"=1'-0" 1 2 3 4 5 6 nnvzazs eazw un 1 2 3 4 5 6 DOOR SCHEDULE GENERAL NOTES - DOORS Opening Frame Panel I Details DOOR HARDWARE GROUPS DOOR CLEARANCES A. REFER THIS SHEET FOR DOOR PANEL AND FRAME TYPES. Door# Size(W x H) Frame Type Frame Material Frame Finish Panel Type Panel Material Panel Finish Jamb Detail(s) Head Detail Threshold Hardware Comments HARDWARE GROUP 1(HW-1) Detail Group DIAGRAMS PER ICC A117.1,FIGURE 404.2.3.2 3 EA. HINGES MANEUVERING CLEARANCE AT MANUAL SWING DOORS 102 3'-0"x 7'-0" AL-00 AL PAINT F WD PAINT Al/A7.10 A1/A7.10 OVA.9.10 HWA 1 EA. OFFICE LOCKSET 103 3'-0"x T-0" AL-00 AL PAINT F WD PAINT A1/A7.10 A1/A7.10 HW-2 1 EA. WALL STOP r DYKEMAN 105 3'-0"x T-0" AL-00 AL PAINT F WD PAINT A1/A7.10 A1/A7.10 D3/A9.10 HW-3 2EA. SILENCERS F T .fl. 106 3'-0"x T-0" AL-00 AL PAINT F WD PAINT Al/A7.10 Al/A7.10 D3/A9.10 HW-3 z ARCHITECTURE + 107 3'-0"x T-0" AL-00 AL PAINT F WD PAINT Al/A7.10 Al/A7.10 D2/A9.10 HW-2 HARDWARE GROUP 2(HW-2) = 18"MIN. 12"MIN.`— DESIGN 108 3'-0"x T-0" AL-00 AL PAINT F WD PAINT Al/A7.10 Al/A7.10 Dl/A.9.10 HWA 109 6'-0"x T-0" AL-00 AL PAINT F WD PAINT Al/A7.10 Al/A7.10 HW-4 3EA. HINGES 203 T-0"x T-0" AL-00 AL PAINT F WD PAINT Al/A7.10 Al/A7.10 Dl/A.9.10 HWA 1 EA. STOREROOM LOCKSET ——— --- , - 1 EA. WALL STOP 2 EA. SILENCERS E NOTE:HANDLES,PULLS,LATCHES,LOCKS,AND OTHER OPERABLE PARTS ON WD WOOD (a)FRONT APPROACH,PULL SIDE E ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP AL ALUMINUM WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,PINCHING, HARDWARE GROUP 3(HW-3) OR TWISTING OF THE WRIST TO OPERATE.OPERABLE PARTS OF SUCH • HARDWARE SHALL BE 34"MIN.AND 48"MAX.ABOVE THE FLOOR. 3 EA. HINGES (b)FRONT APPROACH,PUSH SIDE WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING 1EA. CLOSER IF BOTH CLosERAND wrw ARE RRowosD HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 2 EA. METAL KICKPLATE ALL HARDWARE SHALL BE ADA COMPLIANT AND MEET IBC EGRESS AND 2 EA. PUSH/PULL METAL PLATES ANSI A117.1 REQUIREMENTS. 1 EA. WALL STOP F2 EA. SILENCERS I z 1 z HARDWARE GROUP 4(HW4) �MIN. 6 EA. HINGES TYPE LEGEND - DOOR PANELS TYPE LEGEND - RELITES 2EA. LALLSTO 1 EA. MANUAL FLUSH BOLT 2 EA. WALL STOP 4 EA. SILENCERS (c)HINGE APPROACH,PULL SIDE (d)HINGE APPROACH,PULL SIDE STANDARD DOORS METAL FRAMES _r412"MIN.' • " WIDTH WIDTH PER SCHED. PER SCHED. F T <Pj " 9552 Z Z REGISTERED TYP. TYP. � 22"MIN. � J 24"MIN. ARCHITECT 4'-0" 16'-0" 2 _- I 'r AA ON—— A L ON STEVENS STATE OF WASHINGTON w w (1)LATCH APPROACH,PULL SIDE ° ° x x yw 54 MIN IF CLOSER IS PRovIDSD PROJECT IDENTIFICATION: D (e)HINGE APPROACH,PUSH SIDE CD 7 `IF BOTH CLOSER AND LATCH ARE PROVIDED _ = 48 MIN IF BOTH CLOSER AND LATCH ARE PROVIDED r=�> 24"MIN. z D-BAT ACADEMY F FG RE1 RE2 ARLINGTON FLUSH PANEL FULLY GLAZED ALUMINUM FRAME ALUMINUM FRAME — PANEL FOR TYPE LEGEND - DOOR FRAMES D-BAT ACADEMIES, (g)LATCH APPROACH,ov DSR SIDE I A I!�" 48'MIN IF SER IS METAL FRAMES R �AT 17020 SMOKEY POINT BLVD. PERT I ARLINGTON, WA 98223 PERMIT SET w 11/17/2025 a= m Lul w x toThis drawing is: C LY 1.Copyright 2025 Dykeman,Inc. C w a 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. PROJECT NUMBER- AL-00 25-038 STANDARD ALUM.FRAME • MARK DATE DESCRIPTION B B • PRINCIPAL IN CHARGE: MS PROJECTMANAGER: MS PROJECT ARCHITECT: MS JOB CAPTAIN: KS SOUND ATTENUATING BATT INSULATION WHERE INDICATED ON WALL TYPES WALL TYPE PER PLAN METAL STUD HEADER City of Arlington DRAWING METAL DOOR FRAME Building Department A 6_ 1 APPROVED A Kevin Olander- 12/01/2025 DOOR SCHEDULE No changes authorized unless approved by DOOR PER SCHEDULE the Building Official DRAWING NUMBER- TYPICAL DOOR HEAD, JAMB SIM. • , Al3"=1.-0" 1 2 3 4 5 6 LunLzazs eaT.as AM 2 3 4 5 6 DYKEMAN City of Arlington Building Department ARCHITECTURE + DESIGN APPROVED .dyke,ar.net 1716 West Mari'few Drive Kevin Olander- 12/01/2025 E No changes authorized unless approved by E the Building Official • WALL FINISH WHERE OCCURS PORCELAIN WALL TILE • WALL TYPE AND FINISH PER PLAN AND INTERIOR WALL TYPE AND FINISH ELEVATIONS PER PLAN AND INTERIOR DOOR PER SCHEDULE RESILIENT BASE ELEVATIONS 9552 REGISTERED DOOR PER SCHEDULE RUBBER TRANSITION ARCHITECT DOOR PER SCHEDULE STRIP SCHLUTER SYSTEMS TRANSITION STRIP-SCHLUTER DILEX-AHK COVE SILICONE SEALANT PROFILE,SATIN RUBBER TRANSITION STRIP RUBBER TRANSITION STRIP REND-U A L AA ON STEVENS ANODIZED ALUMINUM, s1ATE Gr wasewcloN RESILIENT FLOORING THIN-SET CERAMIC TILE ROLLED TURF FLOORING FINISH FLOOR PER INSTALLED PER MFR. UNBACKED RUBBER TILE UNBACKED RUBBER TILE UNBACKED RUBBER TILE UNBACKED RUBBER TILE FLOORING FLOORING PLAN PORCELAIN FLOOR TILE FLOORING CONCRETE SLAB FLOORING MORTAR BED MORTAR BED p • • • D d ° a • a a a - a D—BAT ACADEMY ARLINGTON d FOR D BAT ACADEMIES, ��THRESHOLD - RUBBER TO RESILIENT ��THRESHOLD-CONCRETE TO RUBBER ��THRESHOLD- RUBBER TO TILE ��TRANSITION - RUBBER TO TURF ��TYP. RESILIENT BASE �TYP. TILE BASE TO FLOOR DETAIL INC. AT 17020 SMOKEY POINT d BLVD. d ARLINGTON, WA 98223 EXPANDING FOAM(SEE NOTE 2) 11/17/2025 R-11 F.G.BATT INSULATION COMPRESSED TO 1"DEPTH OVERSIZED METAL CHANNEL, C NO ATTACHMENT TO WALL This drawing is: (SEE NOTE 1) 1.Copyright 2025 Dykeman,Inc. C 2.The Architect's Instrument of Professional Service. ISOLATION BOARD GLUED TO 3.For use on this project only.Obtain Architect's OUTER CHANNEL-NO written permission for any other use or reproduction. FASTENINGS BETWEEN CHANNEL AND WALL(SEE NOTE 3) PROJECT WALL TYPE PER PLAN PERPENDICULAR TO DECK FLUTES 25-038 • MARK DATE DESCRIPTION R-11 F.G.BATT INSULATION CONTINUOUS TO FILL DECK FLUTE-SAME WIDTH AS WALL WALL TYPE PER PLAN SOLID TRACK BLOCKING WITH 1 1/2"FLANGES, SIZE AND GUAGE TO MATCH STUDS.INSTALL 4"X 33 MIL STUD BLOCKING- AT EACH END OF WALL,ADJACENT TO WALL R-11 F.G.BATT INSULATION INSTALL PER DETAIL Al/A9.10 WALL TYPE PER PLAN _ WALL TYPE PER PLAN OPENINGS AND 8'O.C.MAX. W COMPRESSED TO 1"DEPTH r :•. ? ,_ OVERSIZED METAL CHANNEL, TYPICAL BLOCKING LOCATION ' STEEL STUD PER WALL TYPE NO ATTACHMENTTO WALL FOR 30"UPPER CABINETS , }' (SEE NOTE 1) AND 36"BASE CABINETS 362T125-43 METAL TRACK 60OT125-43 METAL TRACK BLOCKING-SECURE TO BLOCKING-SECURE TO ISOLATION BOARD GLUED TO DEFLECTION TRACK ACOUSTICTOPOF Al `VERIFY ALL DIMENSIONS WITH METAL STUDS METAL STUDS WALL SHEATHING OUTER CHANNEL-NO CASEWORK CONTRACTOR. � ` :. FASTENINGS BETWEEN CHANNEL WALL DETAILS A9.01 BLOCKING HEIGHT MAY VARY '; AND WALL(SEE NOTE 3) DEPENDING ON CABINET WALL TYPE PER PLAN PARTIAL-HEIGHT TOP A3 HEIGHT,COUNTER TOP HEIGHT, - ., OF WALL DETAIL A9.01 AND FIELD CONDITIONS PAPER TOWEL DISPENSER B PARALLEL WITH DECK FLUTES TYPICAL BRIDGING - ` B AS REQUIRED FRAMELESS MIRROR • p #10 STSS v ¢ PRINCIPAL IN CHARGE:I MS R-11 F.G.BATT INSULATION _ CONTINUOUS TO FILL DECK - 18 GA.X 2"CONTINUOUS. FLUTE-SAME WIDTH AS WALL MIRROR MOUNTING PROJECT MANAGER: IMS 40"A.F.F. 40"A.F.F. CUPS BY MIRROR PROJECT ARCHITECT: MS GALVANIZED STEEL FLAT J ION BOARDS GLUED TO 0.157"DIA.X 3/4"POWDER _ MANUFACTURER STRAP' JOB CAPTAIN: KS P TRACK EACH.ADD ACTUATED FASTENERS AT 12" NOTES: S AS REQUIRED.A FILL O.C.MAX.TYP.(STAGGERED) L 1. INSTALL BRACING AT T-0"O.C.VERTICAL SPACING,U.N.O. 2. U.N.O.INSTALL STRAP ON SIDE W/NO SHEATHING AT LOCATIONS WHERE EE NOTE 3) SHEATHING IS ON ONE SIDE ONLY.INSTALL STRAPS ON BOTH SIDES WHERE NO G.BATT INSULATION BOTTOM TRACK THICKNESS SHEATHING IS PRESENT. ESSED TO 1"DEPTH EQUAL TO STUD FRAMING TYP. BLOCKING @ CASEWORK TYP. BLOCKING @PAP. TOWELL DISP. ��TYP. BLOCKING AT MIRROR ��TYP. STEEL STUD WALL BRACING STEEL ROOF DECK OR 7 ERSIZED METAL CHANNEL, USE FOR CONT.HORIZONTAL BACKING ATTACHMENT TO WALL COMPOSITE NON-BEARING PARTITION LIMITING HEIGHTS(5/8"GWB) STRUCTURAL MEMBEREE NOTE i) STEEL TRACK.NOTCHED AT STUD ANDFASTENERS PER MFR. SIZE GAUGE&SPACING MAXIMUM UNSUPPORTED HEIGHTLATION BOARD GLUED TO 1-5/8" 30 MILS @ 16"O.C. UP TO 9'-2" ATTACHED WITH(2)3/8"STSS WITH PAN HEAD OUTER HANNEL-NO ST NCNGS BETWEEN CHANNEL 1-5/8" 30 MILS @ 12"O.C. UP TO 10'-3" STEEL STUD PER WALL TYPE D WALL(SEE NOTE 3) PULL SIDE 2-1/2" 30 MILS 16"O.C. UP TO 11'-9" LIGHT GAUGE ANGLE PROVIDE SOLID METAL WALL TYPE PER PLAN 2-1/2" 30 MILS @ 12"O.C. UP TO 12'-1 V FRAMING CLIP BLOCKING 18 — USE FOR SINGLE BACKING 3-5/8" 30 MILS @ 16"O.C. UP TO 14'-8" l MIN. DRAWING STEEL STUDS(ROTATE ONE 180-AND DOUBLE STUD WALL 3-5 8" 30 MILS @ 12"O.C. UP TO 16'-2" 3 Sl8"X 33 MILS METAL STUDS i HAVE NO GWB JOINTS ON IT) 4" 30 MILS @ 16"O.C. UP TO 16-9" - AT 48"O.C.,STAGGER 6"STEEL STUD,ENDS NOTCHED AND FOLDED A 4" 30 MILS @ 12"O.C. UP TO 1T-4" INWARD.FASTEN EACH END WITH(3)318"STSS A WITH PAN HEAD TO VERTICAL STUDS. NOTES: 6" 30 MILS @16'O.C. UP TO20'-11" LIGHT GAUGE ANGLE INTERIOR DETAILS 1. SOLID SHEET METAL CHANNEL-ATTACH TO DECK ABOVE AND RUN CONTINUOUSLY FRAMING CLIP ALONG LENGTH OF WALL.SIZE CHANNEL TO ACCOMODATE ISOLATION BOARD. 6" 30 MILS @ 12"O.C. UP TO 2V-1" =:':::- =r 2. EXPANDING URETHANE FOAM: (4)#8 STSSWFOR GRAB BARS,WALL STOPS AND HANDRAILS A. ASTROFLAME"ASTRO FIR ACOUSTIC FOAM" NOTES: 4" 12" 3. ISOLATION BOARD: 1.PROVIDE METAL STUD THICKNESS(MILS)TO ACCOMODATE STEEL STUDS(ROTATE ONE 180-AND PUSH SIDE A. 1/2"USG MICORE PARTITION HEIGHT AND MAX.DEFLECTION OF U240 IN 11 FINISH CEILING PER RCP'SHAVE NO GWB JOINTS ON IT) MIN. B. 1/2"HOMOSOTE ACCORDANCE WITH SSMA LOAD TABLES ICBO ER-4943PDRAWINGC. 1"SEMI-RIGID(6 PCF)FIBERGLASS BOARD 800 C125 X 43 D. 1/4"DOW CORNING ETHAFOAM 222(CLOSED CELL POLYETHYLENE FOAM) WALL TYPE PER PLAN 4. WHERE PARTITIONS ARE INDICATED TO BE BOTH FIRE-RATED&ACOUSTICAL,FIRE- SEMI-RECESSED FIRE RATING DETAILS SHALL TAKE PRECEDENCE. NOTCH WALL STUD FLANGES AT BLOCKING. EXTINGUISHER CABINET / • , ACOUSTIC WALL TERMINATIONS �� TYP. NON-BEARING PARTITIONS �� TYP. DIAGONAL PARTITION BRACING TYP. BACKING IN STEEL STUD WALL SEMI-RECESSED F.E.C. �� TYP. DOOR CLEARANCES /-1 I g•=1,-0. 1'A" " /•15) 3"=1'-0" 1 2 3 4 5 6 nnvzazs eazas nra 2 3 4 5 6 DYKEMAN ARCHITECTURE + DESIGN E E • • 9552 REGISTERED ARCHITECT A L AA ON STEVENS STATE OF WASHINGTON p PROJECT IDENTIFICATION: D D-BAT ACADEMY ARLINGTON FOR D-BAT ACADEMIES, INC. AT 17020 SMOKEY POINT BLVD. ARLINGTON, WA 98223 PERMIT SET 11/17/2025 This drawing is: C 1.Copyright 2025 Dykeman,Inc. C 2.The Architect's Instrument of Professional Service. 3.For use on this project only.Obtain Architect's written permission for any other use or reproduction. PROJECT 25-038 / MARK DATE DESCRIPTION / BRACING AS REQ'D SEISMIC RETAINING CLIP 5 /CEILING SUSPENSION / / MAX SYSTEM PER SPECS SEISMIC RETAINING CLIP X 12 GA.HANGER WIRE ACOUSTICAL PANEL CEILING / CEILING SUSPENSION / SYSTEM PER SPECS ®LATERAL BRACING LOCATION ti PER RCP ACOUSTICAL PANEL CEILING II(SEISMIC RETAINING CLIP `v `' o PER RCP CEILING HEIGHT PER RCP CEILING HEIGHT I PER RCP -', �7/8"HEMMEDANGLE LTYP '' MOLDING A9 02 v - 7/8"HEMMED ANGLE B _ MOLDING B J%'' 5/8"TYPE"X"G.W.B "'• AT WALL B3 PRINCIPAL IN CHARGE:I MS As.oz TYP.ACT WALL TRANSITION ACT SOFFIT TRANSITION PROJECTMANAGER: MS MS 3"=1'-0" CA PROTARCHITECT: JOB CAPTAIN: I KS AT SOFFIT B4 A9.02 COMPRESSION POST PER FOR TYPICAL NOTES MANUFACTURER,OR SIZED REGARDING PER NWCB SECTION 401 ATTACHMENT TO STRUCTURE ABOVE REFER TO DETAILS 12 GA.HANGER WIRE-TYP. SHEET A9.01. 4'-0"O.C.(3 TIGHT WRAPS) 3 5/8"METAL STUDS AT 16"O.C.(TYP.) / CONTINUE STUDS / TO CEILING DRAWING TITLE: 12 GA.BRACE WIRES 362S125-43 A DIAGONAL City of Arlington A BOAC M�48" Building Department APPROVED CEILING DETAILS MAIN BEAM @4'-0"O.C, 5/8"TYPE"X"GWB, Kevin Olander- 12/01/2025 PAINT No changes authorized unless approved by •_ AWING NUMBER: CROSS TEE @2'-0"O.C. the Building Official PER RCP _IIIII MAX MAX MAX _———_— / • , 1 A) TYP. SUSPENDED CEILING LAYOUT �� TYP.ACT SEISMIC BRACING �� TYP. GWB SOFFIT I 1/4"=1'-0" 1^J I 1/8"=V-9' ,^�1 1 112"=T-O" 1 2 3 4 5 6 nnvzazs eazas nra 0. 0 y � Ln N t W Ln om 0 W O i. to CZ V \ G7 O � Lr) 45 z Z a z V c o W O LO O >* Z •G"� N FBI w U r-I 0. M o a rq y Q > y O Q V) a O cz u Q OG 0 o w0 ¢ H z z xz � V) wA VHS J U zQ 0 x z >1 H (1) o O W C) Z 0 00 cn Q rn z W CD a X u z o� H O W oz in, W z _ Q z � o 18204 59th Avenue NE • ' • 14 op Arlington, Washington 98223 to tt Phone: 360-403-3551 jNG� WASHINGTON C Commercial - Alteration Permit Parcel:00482800000104 Permit#:25-0055 Permit Address:17020 SMOKEY POINT BLVD Date Issued:January 8,2026 Description of Work:Commercial alteration to PERMIT EXPIRES 180 DAYS convert previous retail space to batting cages. AFTER DATE OF ISSUANCE. Valuation:$70,000 Code Year:2021 OWNER APPLICANT CONTRACTOR Kate Stein Gaffney Construction SMOKEY POINT PROPERTY LLC 1716 West Marine View Drive 8105 Broadway Ave,Everett,WA 98208 PO BOX 528 MEDINA,WA,98039-0528 4253555500 4s@dyk man. info@gaffneyconstruction.com kates@dykeman.net registration-number:GAFFNCI104K3 PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. It is unlawful to use or occupy a building or structure until a final inspection has been made and approval or a Certificate of Occupancy has been granted. This permit authorizes only the work noted and covers work to be done on private property only. Any construction on public domain (curbs, sidewalks, driveways, marquees, etc.) will require a separate permit. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. CONDITIONS 1.) Fire alarm review is required. 2.) Adhere to the approved plans. 3.) Inspections are required. INSPECTIONS Inspection Line: 360-403-3417 Call for inspections by 3:30 pm for next day inspection. Please allow 48 hours for Fire Inspections. Please provide the following information when leaving a message: Permit Number, Type of Inspection, and provide preference of morning or afternoon inspection. Inspection Portal: Please login to customer portal and submit for the desired inspection type for the permit. r Kevin Olander Building Official ASSOCIATED FEES Date Description Paid Date Amount Paid Balance November 17, Building Plan Review(006.345.83.00.02) $766.64 2025 November 24, State Surcharge-Commercial Fee (633.386.00.01.00) $25.00 2025 November 24, Processing/Technology(320.341.43.00.02) $25.00 2025 November 24, Building Permit(006.322.10.00.01) $688.04 2025 TOTAL: Permit Fees $1,504.68 $1,504.68 Credit/Debit Card 48 Payment Successful November 17, 2025 $766.64 $738.04 Credit/Debit Card 102 Payment Successful December 12, 2025 $738.04 $0.00