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HomeMy WebLinkAbout3704 172ND ST NE_BLD6807_2026 CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 3704 172ND ST NE Permit #: 6807 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 31052800201301 DATE OF ISSUANCE. Scope of Work: Interior tenant improvement for a new Xfinity retail tenant going into Valuation: 218000.00 an existing space. Scope to include mech, elect, plumbing, structural and 8' shelving display cabinets. OWNER APPLICANT CONTRACTOR NORTHGATE STATION Bridge Locations, LLC Buehner Construction, Inc PO BOX 6770 3158 S. MAIN STREET 3158 South Main Street KETCHUM, ID 83340 SALT LAKE CITY, UT 84115 Salt Lake City, UT 84115 608.572.2365 801-879-6227 LIC: 602819363 EXP: 12/31/2026 LIC: BUEHNCI914MB EXP: 09/14/2027 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 1 CONST. TYPE: VB DWELLING UNITS: OCC GROUP: M; Mercantile BUILDINGS: OCC LOAD: 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. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. 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. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 12/04/25 12/04/2025 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans. Permit shall be onsite for inspections. Call for inspections. 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. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/04/2025 Web Only - Demolition $100.00 12/04/2025 Building Plan Review $1,618.58 12/04/2025 Credit Card Service $3.00 12/04/2025 Credit Card Service $48.56 12/04/2025 Demolition ($100.00) 12/04/2025 Processing/Technology $25.00 12/04/2025 Building Permit $2,490.12 12/04/2025 State Surcharge - Commercial $25.00 12/04/2025 Credit Card Service $76.20 Total Due: $4,286.46 Total Payment: $4,286.46 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail 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 *CHECK ALL 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: Project Valuation: Lot #: Parcel ID No.: Subdivision: Project Scope of Work: Description of New Tenant Business Operations: IBC Construction Type: IBC Occupancy Type: Building/Space Square Footage: Number of Stories: Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: 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:  New Installation  Addition  Alteration  Replaced  Gas Piping Mechanical Contractor: 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  Not Applicable Proposed Piping Material:  CSST  Brass  Black Steel  Galvanized Steel  Other Proposed Piping Size:  ½”  ⅝”  ¾”  1”  1½”  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 >500Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler <100Btu/h >3hp 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 $ 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 ≤100 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 Piping ≤ 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 $ 15.00 $ x = 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 ≤100Btu/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 $ 10.00 $ x = 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:  New Installation  Addition  Alteration  Replaced  Industrial Plumbing Contractor: 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:  Fixture specifications and equipment with locations.  Location and type of all backflow assemblies for each fixture.  Calculations for Grease Interceptor.  Pipe size and location of sanitary and potable water systems.  Riser diagram of waste, vent, and rain water systems, including sizes.  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. Type 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/Refrigerator 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 Piping ≤ 5 inlets/outlets x $ 60.00 = Med Gas Piping > 5 inlets/outlets (plus ≤ 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.) x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 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. Signature Print Name Date REV03.2022 Page 7 of 7 RESPONSIBILITY MATRIX GENERAL NOTES DESCRIPTION PROVIDED BY INSTALLED BY ROBERT F. 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO STATE AND LOCAL CODES AND ORDINANCES HAVING GENERAL CONDITIONS GC N/A JURISDICTION OVER THIS PROJECT. VANNEY BUILDING PERMIT GC N/A GC TO PAY BUILDING DEPT. FEES, PROVIDE ALLOWANCE IN BID 2. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEAN, METHODS, TECHNIQUES, SEQUENCE OF PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF STORAGE RM SHELVING BP-BRIDGE GC WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. KIOSKS COMCAST COMCAST 3. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR ARCHITECT CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER DEMOLITION GC N/A OR ARCHITECT. 4. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR CONCRETE (CUTTING, POURING, SAWING) GC GC AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" XFINITY STRUCTURAL / MISCELLANEOUS METALS GC GC CONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER AND TENANT. 149 THOMPSON AVE. EAST, STE. 112 5. THE GENERAL CONTRACTOR AND, ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT DOCUMENTS, FIELD ROUGH CARPENTRY GC GC CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY WEST SAINT PAUL, MINNESOTA 55118 MILLWORK IN RETAIL AREA SPARKS GC COMCAST TO PURCHASE MILLWORK FROM COMCAST'S MILLWORK VENDOR AND G.C. TO ASSEMBLE AND INSTALL ALL RETAIL QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION 651. 222. 4642 FAX. 651. 222. 3034 FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. FIXTURES G.C. TO PROVIDE AND CONNECT ASSOCIATED POWER. 6. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. SUBMITTALS GC N/A GC TO PROVIDE SUBMITTALS TO ARCHITECT FOR REVIEW AND APPROVAL PROVIDE M/E/P ALL FINISHES, LIGHTING, DOORS 7. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED HARDWARE, RESTROOM ACCESSORIES AND FIRE EXTINGUISHER CABINETS. BRANDED PARTNER BY OWNER, TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, OR BOTH. 8. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, ALL OTHER MILLWORK GC GC U.N.O.. 9. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE THERMAL & MOISTURE PROTECTION GC GC AS REQUIRED ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. DOORS, FRAMES, HARDWARE GC GC 10. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER/ ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH NORTHGATE STATION ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL GLASS & GLAZING GC GC IF REQUIRED TO BE ADDED/ MODIFIED SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. STOREFRONT SYSTEM GC GC IF REQUIRED TO BE ADDED/ MODIFIED 11. ALL REQUEST FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER 3704 172ND STREET NE SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER / TENANT WILL BE DRYWALL PARTITIONS GC GC PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE SUITE H REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 12. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN ACOUSTICAL CEILING SYSTEM GC GC REFER TO FINISH LEGEND & SCHEDULE. CONTACT MAUREEN CONE - 703.389.2701 - mmcone@armstrongceilings.com APPROVAL FROM THE ARCHITECT. ARLINGTON, WA 98223 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO STARTING FLOORING (VCT, LVT) GC GC REFER TO FINISH LEGEND & SCHEDULE. CONTACT RHONDA PRITCHETT AT rhonda.pritchett@shawinc.com CONSTRUCTION. CARPET & CARPET ADHESIVE GC GC REFER TO FINISH LEGEND & SCHEDULE - NATIONAL REP TRICIA TRAINOR MONSELL, INTERFACE - 610.662.0805 14. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. 15. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER CONTRACT DOCUMENTS AS NEEDED. (FOR TENANT IMPROVEMENT ONLY) 16. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACTOR DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL LIGHTING GC GC NATIONAL CONTRACT - NO ALTERNATES. PURCHASE THRU CS ILLUMINATION - THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A CONTACT ALLISON LEWIS (760) 477-1244 x230. ALEWIS@CSILLUMINATION.COM AND XFBRANDED@CSILLUMINATION,COM RESULT OF UNAPPROVED CHANGES. BASE GC GC REFER TO FINISH LEGEND & SCHEDULE WALL FINISHES (PAINT) GC GC DRAWING NOTES SHEET INDEX SPECIALITIES GC GC RESTROOM FIXTURES & ACCESSORIES GC GC Sheet FIRE EXTINGUISHERS GC GC LL Review Bid Set Permit Set Revision 1 Revision 2 Revision 3 Revision 4 Number Sheet Name 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF MECHANICAL GC GC CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.N.O.. ELECTRICAL GC GC 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS, LARGE SCALE DRAWINGS X X X A0.1 TITLE SHEET PLUMBING GC GC AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. X X X A0.2 ADA ACCESSIBILITY DETAILS 4. THE TERM "ALIGN" AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. LIFE SAFETY/ FIRE PROTECTION GC GC 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL X X X A0.3 SPECIFICATIONS SIMILAR CONDITIONS THROUGHOUT, U.N.O. X X X A1.0 DEMOLITION FLOOR PLAN FIRE ALARM GC GC GC TO CONSULT WITH COMCAST REGIONAL SECURITY VENDOR (WHO PROVIDES MONITORING SERVICES) ON FIRE ALARM PANEL 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF SPECIFICATIONS ALL SIMILAR CONDITIONS THROUGHOUT, U.N.O. X X X A2.0 PARTITION PLAN 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. X X X A3.0 REFLECTED CEILING PLAN SECURITY SYSTEM BP-BRIDGE BP-BRIDGE GC TO PROVIDE ALL DOOR HARDWARE, SECURITY DEVICE ROUGH-IN'S ONLY (BACK BOXES, PULL STRINGS, ETC.) FOR SECURITY 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME DEVICES. COMCAST TO PROVIDE ELECTRIC STRIKES AND WIRING TO ELECTRIC STRIKES. GC TO COORDINATE INSTALLATION AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. X X X A4.0 FIXTURE PLAN, FINISHES WITH COMCAST REGIONAL SECURITY. X X X A5.0 INTERIOR ELEVATIONS & ENLARGED TOILET PLAN X X X E0.0 ELECTRICAL SYMBOL LEGEND, POWER RISER DIAGRAM & PANEL SCHEDULE TELEPHONE/ DATA CABLING GC GC GC TO COORDINATE INSTALL WITH COMCAST'S SERVICE PROVIDER AND DATA CABLING VENDOR X X X E1.0 LIGHTING PLAN & LIGHT FIXTURE SCHEDULE AUDIO/ VISUAL SYSTEM & EQUIPMENT BP-BRIDGE GC GC TO PROVIDE BACK BOXES, PULL STRINGS, RECEPTACLES, ETC . DMG TO PULL ALL CABLING TO AV EQUIPMENT. GC TO BE INTERIOR / EXTERIOR NOTES ONSITE FOR DMG INSTALLATION. X X X E2.0 POWER AND LOW VOLTAGE PLAN X X X E2.1 FIXTURE ELEVATION DETAILS COMPUTER EQUIPMENT BP-BRIDGE BP-BRIDGE COMCAST IT TO PROVIDE POWER/ DATA AS REQUIRED X X X E3.0 ELECTRICAL SPECIFICATIONS 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC.. ARE TO INTERIOR RETAIL SIGNAGE SPARKS GC PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED X X X M0.0 MECHANICAL TITLE SHEET AND DETAILS THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION X X X M1.0 HVAC PLAN OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING, TACTILE/ RESTROOM SIGNAGE GC GC AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE X X X M2.0 MECHANICAL SPECIFICATIONS EXTERIOR SIGN ADVANCED SIGN ADVANCED SIGN GC TO PROVIDE POWER & COORDINATE INSTALL WITH SIGN VENDOR ARCHITECT'S ATTENTION FOR CLARIFICATION. X X X P1.0 PLUMBING PLAN & RISER DIAGRAMS GROUP GROUP 2. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 3. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE X X X S1.1 GENERAL STRUCTURAL NOTES & TYPICAL DETAILS SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. FURNITURE BP-BRIDGE BP-BRIDGE X X X S2.1 FIXTURE PLAN 4. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE AND LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATING FOR FINISH MATERIALS. 5. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 6. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS-FREE. DEFFERED SUBMITALS 7. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/ PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. · FIRE SPRINKLER MODIFICATIONS · FIRE ALARM MODIFICATIONS · EXTERIOR SIGNAGE · SECURITY SHUTTERS SYMBOLS LEGEND TENANT LANDLORD ABBREVIATIONS PROJECT DATA DETAIL REFERENCE BRANDED PARTNER AZOSE COMMERCIAL PROPERTIES @ AT DIAG DIAGONAL HDWR HARDWARE REINF. REINFORCING CL CENTERLINE DIM DIMENSION HM HOLLOW METAL REQ'D. REQUIRED ROOM NAME BRIDGE LOCATIONS, LLC 8451 SE 68TH STREET, SUITE 200 PL PROPERTY LINE DN DOWN HT HEIGHT REV REVISION BUILDING DEPARTMENT: BUILDING DATA: RESTROOM SUMMARY: 3158 S. MAIN STREET MERCER ISLAND, WA 98040 # POUND OR NUMBER DR DOOR HVAC HEATING/VENTILATING/ RM ROOM Room name X Ø DIAMETER DS DOWNSPOUT AIR CONDITIONING RO ROUGH OPENING CITY OF ARLINGTON USE GROUP: MERCANTILE PER THE 2021 IPC 403.2 EXCEPTION 3 SALT LAKE CITY, UT 84115 CONTACT: SQUARE FEET DWG DRAWING HW HOT WATER HEATER RCP REFLECTED CLNG PLAN ROOM NUMBER CONTACT: BILL SUGDEN A.B. ANCHOR BOLT 18204 59TH AVE. NE CONSTRUCTION TYPE: VB FULLY SPRINKLED (EXISTING) "Separate facilities shall not be required in BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 101 AX.X A/C AIR CONDITIONING EA EACH INS. INSULATION S.C. SOLID CORE ARLINGTON, WA 98223 HEIGHT IN STORIES: 1 mercantile occupancies in which the maximum ROGER ISHINO 425.974.4224 ACC. ACCESSIBLE E.I.F.S. EXTERIOR INSULATED INT INTERIOR SCHD'L SCHEDULE KEVIN OLANDER - BUILDING OFFICIAL occupant load is 100 or fewer." SHEET NUMBER 801-860-1134 bsugden@azose.com ACT ACOUSTIC TILE FINISH SYSTEM SLNT SEALANT NEW DOOR roger@bridgelocations.com ADJ ADJACENT E.J. EXPANSION JOINT JT JOINT SECT. SECTION 360-403-3421 FIXTURES FIXTURES DETAIL SECTION AFF ABOVE FINISH FLOOR ELEV ELEVATION SF SQUARE FEET REQUIRED PROVIDED ALT ALTERNATE ELEC. ELECTRIC(AL) LAM. LAMINATE(D) SIM SIMILAR REFERENCE ALUM ALUMINUM ENCL. ENCLOSE(URE) LAV. LAVATORY SPEC SPECIFICATION APPLICABLE CODES: TENANT SPACE: LAV 1 1 - - - - DOOR APPROX. APPROXIMATE EQ EQUAL SQ SQUARE TOILET 1 1 NUMBER X ARCHITECT ARCH ARCHITECT EQUIP EQUIPMENT MAS. MASONRY SS STAINLESS STEEL Date A/V AUDIO/VISUAL EST. ESTIMATE MAX MAXIMUM STD. STANDARD 2021 INTERNATIONAL BUILDING CODE W/ STATE AMENDMENTS USE GROUP: MERCANTILE 101 AX.X EXH. EXHAUST MED. MEDIUM STL STEEL 2021 INTERNATIONAL MECHANICAL CODE W/ STATE AMENDMENTS SALES AREA SQUARE FOOTAGE : 1,112 S.F. / 60 = 19 OCC. PER THE 2021 WSB 2902.5.1 BD BOARD EXIST EXISTING MEMB. MEMBRANE STOR. STORAGE 2021 INTERNATIONAL FUEL GAS CODE "Occupant loads over 30 shall have one SHEET NUMBER ROBERT F. VANNEY, ARCHITECT ALL PROJECT RELATED CALLS TO BE DIRECTED TO BLDG BUILDING EXT EXTERIOR MEZZ. MEZZANINE SUSP. SUSPENDED STOCK AREA SQUARE FOOTAGE: 298 S.F. / 300 = 1 OCC. 149 THOMPSON AVE. EAST, STE 112 ARCHITECTURAL PROJECT MANAGER. BLKG BLOCKING MFR. MANUFACTURE(R) 2017 NATIONAL ELECTRICAL CODE W/ STATE AMENDMENTS ANCILARY AREAS: 60 S.F. / 0 = 0 OCC. drinking fountain for the first 150 occupants, B.M. BENCH MARK MIN MINIMUM TEL. TELEPHONE 2021 UNIFORM PLUMBING CODE W/ STATE AMENDMENTS TOTAL OCCUPANCY: 20 OCC. then one per each additional 500 occupants." WEST SAINT PAUL, MN 55118 CONTACT: B/O BOTTOM OF FOIC FURNISHED BY OWNER MISC MISCELLANEOUS TEMP TEMPERED SECTION CONTACT: BOB VANNEY 651-294-7602 JIM HOEPFL INSTALLED BY CONTRACTOR MTD MOUNTED THK THICK(NESS) 2021 INTERNATIONAL FIRE CODE W/ STATE AMENDMENTS TOTAL LEASED AREA: 1,470 S.F. EXISTING REFERENCE robert-vanney@comcast.net 651.294.7624 CER. CERAMIC FOIO FURNISHED BY OWNER MTL METAL TV TELEVISION 2021 INTERNATIONAL PROPERTY MAINTENANCE CODE EXIT REQUIREMENTS: DOOR C.G. CORNER GUARD INSTALLED BY OWNER TYP TYPICAL jim.hoepfl@vanneyassociates.com CJ CONTROL JOINT F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 2021 INTERNATIONAL EXISTING PROPERTY CODE EXIT WIDTH REQ'D .2 x 20 OCC. = 4" X CLG. CEILING F.E. FIRE EXTINGUISHER N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED 2021 WASHINGTON STATE ENERGY CODE CLR CLEAR(ANCE) EXIT WIDTH PROVIDED = 144" F.E.C. FIRE EXTINGUISHER CABINET OTHERWISE 2017 ANSI 117.1 & ADA AX.X SHEET NUMBER CMU CONCRETE MASONRY UNIT FP. FIREPROOF OC ON CENTER CNTR COUNTER FT FOOT, FEET VCT VINYL COMPOSITION TILE EXITS REQ'D 1 C.O. CLEAN OUT FTG FOOTING P.LAM PLASTIC LAMINATE V.I.F. VERIFY IN FIELD - - - - FINISH COL COLUMN FURR FURRED, FURRING PLYWD PLYWOOD EXITS PROVIDED 2 P 1 MATERIAL ELEVATION CONC CONCRETE PR. PAIR w/ WITH X REFERENCE GENERAL CONTRACTOR CONT CONTINUOUS GA. GAGE P.S.F. POUNDS PER SQ. FOOT W.C. WATER CLOSET CPT CARPET GALV. GALVANIZED P.S.I. POUNDS PER SQ. INCH WD WOOD C.T. CERAMIC TILE AX.X G.B. GRAB BAR P.T. PRESSURE TREATED W.H. WATER HEATER BCI NATIONAL CONSTRUCTION & FACILITIES CTR. CENTER GEN. GENERAL P.T.D. PAPER TOWEL DISPENSER w/O WITHOUT Description F.E. FIRE CU FT CUBIC FOOT GL. GLASS, GLAZING 3158 S. MAIN ST. CU YD CUBIC YARD EXTINGUISHER SALT LAKE CITY, UT 84115 GWB GYPSUM WALL BOARD R/A RETURN AIR SHEET NUMBER GYP. GYPSUM R.D. ROOF DRAIN DEMO DEMOLITION CONTACT: REF. REFERENCE DBL DOUBLE H.B. HOSE BIBB REFR. REFRIGERATOR WALL TYPE DUNCAN JOHNSEN DETL DETAIL HDR HEADER REG. REGISTER VACANT ELEVATION D.F. DRINKING X Name 908-448-7504 FOUNTAIN HEIGHT Elevation djohnsen@bcinational.com CEILING MATERIAL PROVIDE "EXIT" TACTILE SIGNAGE. PROVIDE "EXIT ROUTE" TACTILE X WINDOW TYPE SIGNAGE TO BE MOUNTED ON LEFT SIGNAGE. SIGNAGE TO BE MOUNTED - - - - SIDE OF DOUBLE DOORS - SEE ON LATCH SIDE OF DOOR - SEE SHEET MATERIAL CONSULTANTS VICINITY MAP TENANT LOCATION MAP No. SHEET A0.2 FOR SIGNAGE DETAILS A0.2 FOR SIGNAGE DETAILS CLG. HT. REVISION CLOUD & DELTA CEILING HT MILLWORK MEP ENGINEER X Preliminary Issue: - SPARKS HALLBERG ENGINEERING, INC. RETAIL 2828 CHARTER ROAD 1750 COMMERCE COURT 100 Bid Issue: 11/04/2025 PHILADELPHIA, PA 19154 WHITE BEAR LAKE, MN 55110 Landlord Issue: 11/04/2025 CONTACT: CONTACT: 6'-0" ED JANKINS DAVE QUIGLEY 651.748.4346 Permit Issue: 11/04/2025 215.602.8062 dquigley@hallbergengineering.com ejankins@wearesparks.com Construction Issue: - SIGNAGE - EXTERIOR LVT FLOORING AND WALK OFF MAT STORAGE ADVANCE SIGN GROUP SHAW INDUSTRIES, INC. 101 TITLE SHEET 5150 WALCUTT COURT CONTACT: ACCESSIBLE COLUMBUS, OH 43228 RHONDA PRITCHETT TOILET 6'-0" CONTACT: 706.217.3446 102 CARRIE WINSTEAD rhonda.pritchett@shawinc.com 614.429.2084 PROVIDE "EXIT" TACTILE SIGNAGE. cwinstead@advancesigngroup.com SIGNAGE TO BE MOUNTED ON RIGHT SIDE OF DOUBLE DOORS - MAX TRAVEL DISTANCE: 75'-0" EXIT SEPARATION = 70'-8" WHICH IS LIGHTING STRUCTURAL ENGINEER SEE SHEET A0.2 FOR SIGNAGE PROPOSED TRAVEL DISTANCE: 61'-8" GREATER THAN 23'-4" OR 1/3 OF THE CS ILLUMINATION CARUSO TURLEY SCOTT DETAILS 1210 KEYSTONE WAY, SUITE A & B 1215 WEST RIO SALADO PARKWAY OVERALL DIAGONAL DISTANCE (D) = OVERALL DIAGONAL Comm. Number 81-218582-1017 VISA, CA 92081 SUITE 200 71'-0" MIN. EXIT SEPARATION DISTANCE CONTACT: TEMPE, AZ 85281 IS GREATER THAN 1/3 (D) = 23'-4" Date 07/26/201711/04/25 ALLISON LEWIS CONTACT: 760.477.1244 RICHARD DAHLMANN DRIVERS LICENSE TESTING (B) Drawn By RFV alewis@csillumination.com 480.774.1705 rdahlmann@ctsaz.com.com 1 EXIT PLAN Checked By RFV NORTHGATE STATION NORTHGATE STATION A0.1 1/8" = 1'-0" 3407 172nd STREET NE 3407 172nd STREET NE ARLINGTON, WA 98223 SUITE H Copyright 2025 Robert F. Vanney Architect ARLINGTON, WA 98223 A0.1 ROBERT F. GENERAL NOTES 403 WALKING SURFACES 604 WATER CLOSETS THE INTENTION OF THIS SHEET IS TO SHOW THE REQUIREMENTS OF THE 2010 ADA DESIGN STANDARDS. BASED ON PROJECT LOCATION, STATE OR LOCAL 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 16"-18" (PREFERRED - 36" MIN 54" MIN VANNEY ACCESSIBILITY CODES MAY ALSO APPLY TO THE PROJECT. IF THERE IS A DISCREPANCY BETWEEN THE FEDERAL, STATE, OR LOCAL CODE THEN THE 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. VERIFY STATE CODE) 24" MIN 12" MIN 12" 42" MIN 403.4 Changes in Level. Changes in level shall comply with 303. STRICTER OF THE CODES SHALL BE ENFORCED IN THAT SITUATION. ARCHITECT 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. C/L 39" TO 41" 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. THE COMPLETE FEDERAL AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES CAN BE FOUND AT: http://www.access-board.gov/ada-aba/final.pdf C/L 403.4 Changes in Level. Changes in level shall comply with 303. TOILET PAPER GENERAL NOTES: 18" 1. IF THE REQUIREMENTS OF THIS SHEET CANNOT BE ACHIEVED FOR ANY REASON THEN THE G.C. SHOULD NOTIFY THE ARCHITECT IMMEDIATELY. 149 THOMPSON AVE. EAST, STE. 112 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE WEST SAINT PAUL, MINNESOTA 55118 56" MIN TRANSFER 651. 222. 4642 FAX. 651. 222. 3034 SIDE 24" MAX 48" MIN 24" MAX 33-36" TO TOP OF 7-9" TOP OF GRIPPING SURFACE 17-19" 17" MIN 33-36" TO GRIPPING SURFACE 302 FLOOR OR GROUND SURFACES AND 303 CHANGES IN LEVEL 60" MIN FIG. 604.3.1 SIZE OF CLEARANCE FIG. 604.5.2 REAR WALL GRAB FIG. 604.5.1 SIDE WALL GRAB 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant. 36" MIN 32" MIN 32" MIN 36" MIN AT WATER CLOSETS BAR AT WATER CLOSETS BAR AT WATER CLOSETS 302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be ½ Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 303. FIG. 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 303.2 Vertical. Changes in level of ¼ " high max shall be permitted to be vertical. 303.3 Beveled. Changes in level between ¼" high min and ½ " high max shall be beveled with a slope not steeper than 1:2. 404 DOORS 606 LAVATORIES AND MIRRORS CARPET PILE THICKNESS & ACCESSIBLE ROUTE 404.2.2 Double-Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4. 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward 404.2.3 Clear Width. Door openings shall provide a clear width of 32" min. Clear openings of doorways with swinging doors shall be measured between the face of the door and approach, and knee and toe clearance complying with 306 shall be provided. the stop, with the door open 90 degrees. Openings more than 24" deep shall provide a clear opening of 36" min. There shall be no projections into the required clear opening 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim 2 or counter surface 34" max above the finish floor or ground. width lower than 34" above the finish floor or ground. Projections into the clear opening width between 34" and 80" above the finish floor or ground shall not exceed 4". MIRROR 1/4" 1 404.2.4 Maneuvering Clearances. min maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway 606.4 Faucets. Controls for faucets shall comply with 309. Hand-operated metering 1/2" MAX faucets shall remain open for 10 seconds min. 1/2" and the required latch side or hinge side clearance. 1/4" 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and 1/4" 404.2.5 Thresholds. Thresholds, if provided at doorways, shall be ½ " high max. Raised thresholds and changes in level at doorways shall comply with 302 and 303. sinks shall be insulated or otherwise configured to protect against contact. There shall 404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and gates in series shall be 48" min plus the width of doors or gates 8" MIN. KNEE be no sharp or abrasive surfaces under lavatories and sinks. swinging into the space. CLEARANCE 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be FIG. 302.3 CARPET PILE THICKNESS FIG. 303.2 CHANGES IN LEVEL FIG. 303.3 BEVELED CHANGE IN LEVEL bottom edge of the reflecting surface 40" max above the finish floor or ground. Mirrors 34" min and 48" max above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. not located above lavatories or countertops shall be installed with the bottom edge of 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a the reflecting surface 35" max above the finish floor or ground. position of 12 degrees from the latch is 5 seconds min. OF C/L 404.2.9 Door/ Gate Opening Force. Fire doors shall have a min opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a 304 TURNING SPACE TURNING SPACE AND CLEAR FLOOR SPACE door/gate other than fire doors shall be as follows: OF Interior hinged doors and gates: 5 pounds max. Sliding or folding doors: 5 pounds max. KNEE 304.2 Floor or Ground Surfaces. Floor or ground surfaces of a 60" MIN KNEE 9" MIN. TOE CLEARANCE turning space shall comply with 302. Changes in level are not permitted. CLR. 40" MAX. BOTTOM CLEARANCE EXCEPTION: Slopes not steeper than 1:48 shall be CLEAR DOOR WIDTH DOORS AND GATES IN SERIES 48" MIN. REFLECTING SURFACE 27" MIN. CLEARANCE 34" MAX. TOP RIM OR COUNTER 27" MIN. permitted. arm arm 48" MIN 304.3.1 Circular Space. The turning space shall be a space of 60" 32" MIN 36" MIN 30" MIN. KNEE diameter min. The space shall be permitted to include knee and 6" MAX. TOE CLEARANCE toe clearance complying with 306. 60' MIN 60" MIN 48" MIN 48" MIN 48" MIN CLEARANCE 304.3.2 T-Shaped Space. The turning space shall be a T-shaped 17" MIN DEPTH 30" MIN. space within a 60" square min with arms and base 36" wide 30" MIN 90° min. Each arm of the T shall be clear of obstructions 12" min. in 24" MIN base CLR. FRONT ELEVATION SIDE ELEVATION FIG. 404.2.3(a) CLEAR WIDTH each direction and the base shall be clear of obstructions 24" 60" MIN 12" 12" OF DOORWAYS min. in each direction. The space shall be permitted to include MIN 36" MIN MIN FIG. 404.2.6 DOORS IN SERIES AND GATES IN SERIES knee and toe clearance complying with 306 only at the end of FIG. 305.3 609 GRAB BARS either the base or 1 arm. FIG 1 CIRCULAR TURNING SPACE FIG. 304.3.2 T-SHAPED TURNING SPACE CLEAR FLOOR SPACE 404.2.4 PULL SIDE MANEUVERING CLEARANCES AT DOOR 609.2.1 Circular Cross Section. Grab bars with circular cross sections shall have an outside diameter of 1¼" min and 2" max. 305 CLEAR FLOOR OR GROUND SPACE 609.3 Spacing. The space between the wall and the grab bar shall be 1½". The space between the grab bar and projecting objects below and at the ends shall be 1½ " min. The space between FRONT APPROACH HINGE APPROACH #1 HINGE APPROACH #2 LATCH APPROACH LATCH APPROACH the grab bar and projecting objects above shall be 12" min. 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33" min and 36" max above the finish floor measured to the top of the gripping surface. 305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space shall comply with 302. Changes in level are not permitted. 609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 609.6 Fittings. Grab bars shall not rotate within their fittings. 305.3 Size. The clear floor or ground space shall be 30" min by 48" min. 609.7 Installation. Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space. 305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with 306. 4'-6" 609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point on the grab bar, fastener, 305.5 Position. Unless otherwise specified, clear floor or ground space shall be positioned for either forward or parallel approach to an element. 5'-0" 5'-0" 4'-6" 4'-0" mounting device, or supporting structure. 306 KNEE AND TOE CLEARANCE 1'-6" 3'-0" 2'-0" 2'-0" 703 SIGNS 3'-6" 306.2 Toe Clearance. ***NO CLOSER ***WITH CLOSER 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, 306.2.1 General. Space under an element between the finish floor or ground and 9" above the finish floor or ground shall be considered and one with tactile characters, shall be provided. toe clearance and shall comply with 306.2. 404.2.4 PUSH SIDE MANEUVERING CLEARANCES AT DOOR 703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 703.4. 306.2.2 Max Depth. Toe clearance shall extend 25" max under an element. 703.2.1 Depth. Raised characters shall be 1/32" min above their background. 306.2.3 min Required Depth. Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 703.2.2 Case. Characters shall be uppercase. 17" min under the element. 703.2.3 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. FRONT APPROACH HINGE APPROACH LATCH APPROACH FRONT APPROACH HINGE APPROACH LATCH APPROACH 306.2.4 Additional Clearance. Space extending greater than 6" beyond the available knee clearance at 9" above the finish floor or ground 8" MIN 703.2.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 percent min and 110 percent max of the height of the uppercase letter "I". shall not be considered toe clearance. 703.2.5 Character Height. Character height measured vertically from the baseline of the character shall be 5/8" min and 2" max based on the height of the uppercase letter "I". 306.2.5 Width. Toe clearance shall be 30" wide min. EXCEPTION: Where separate raised and visual characters with the same information are provided, raised character height shall be permitted to be 1/2" min. 306.3 Knee Clearance. 703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 15 percent max of the height of the character. 306.3.1 General. Space under an element between 9" and 27" above the finish floor or ground shall be considered knee clearance and 9" MIN 4'-0" 4'-0" 4'-0" 4'-0" 703.2.7 Character Spacing. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have shall comply with 306.3. 3'-6" 3'-6" 9" 27" MIN rectangular cross sections, spacing between individual raised characters shall be 1/8" min and 4 times the raised character stroke width max. Where characters have other cross sections, 306.3.2 Max Depth. Knee clearance shall extend 25" max under an element at 9" above the finish floor or ground. spacing between individual raised characters shall be 1/16 inch min and 4 times the raised character stroke width max at the base of the cross sections, and 1/8" min and 4 times the raised 306.3.3 min Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall character stroke width max at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8" min. 6" MAX be 11" deep min at 9" above the finish floor or ground, and 8" deep min at 27" above the finish floor or ground. 11" MIN 703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent min and 170 percent max of the raised character height. 1'-10" 2'-0" 1'-10" 2'-0" 306.3.4 Clearance Reduction. Between 9" and 27" above the finish floor or ground, the knee clearance shall be permitted to reduce at a 703.3 Braille. Braille shall be contracted (Grade 2) and shall comply with 703.3 and 703.4. rate of 1" in depth for each 6" in height. FIG. 306.2(a) TOE 1'-0" 703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall comply with Table 703.3.1. The indication of an uppercase letter or letters shall only be used FIG. 306.3(a) KNEE 306.3.5 Width. Knee clearance shall be 30" wide min. before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. CLEARANCE CLEARANCE 703.3.2 Position. Braille shall be positioned below the corresponding text. If text is multi-lined, braille shall be placed below the entire text. Braille shall be separated 3/8" min from any other tactile characters and 3/8" min from raised borders and decorative elements. 307 PROTRUDING OBJECTS 703.4 Installation Height and Location. Signs with tactile characters shall comply with 703.4. *** WITH CLOSER ***WITH CLOSER ***WITH CLOSER ***WITH CLOSER *** WITH CLOSER *** WITH CLOSER 703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48" min above the finish floor or ground surface, measured from the baseline of the lowest tactile OR LATCH OR LATCH OR LATCH AND LATCH AND LATCH character and 60" max above the finish floor or ground surface, measured from the baseline of the highest tactile character. 307.2 Protrusion Limits. Objects with leading edges more 4" MAX. ANY AMOUNT 703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 than 27" and not more than 80" above the finish floor or sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no ground shall protrude 4" max horizontally into the wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that circulation path. 602 DRINKING FOUNTAINS a clear floor space of 18" min by 18" min, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. 307.4 Vertical Clearance. Vertical clearance shall be 80" high EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers and without hold-open devices. - - - - min. Guardrails or other barriers shall be provided where 703.5 Visual Characters. Visual characters shall comply with 703.5. 602.2 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 positioned for a forward approach and centered on the unit. Knee and toe clearance complying with the vertical clearance is less than 80" high. The leading 306 shall be provided. EXCEPTION: Where visual characters comply with 703.2 and are accompanied by braille complying with 703.3, they shall not be required to comply with 703.5.2 through 703.5.9. Date edge of such guardrail or barrier shall be located 27" max 703.5.1 Finish and Contrast. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or 602.3 Operable Parts. Operable parts shall comply with 309. above the finish floor or ground. dark characters on a light background. 602.4 Spout Height. Spout outlets shall be 36" max above the finish floor or ground. 307.5 Required Clear Width. Protruding objects shall not 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both. 602.5 Spout Location. The spout shall be located 15" min from the vertical support and 5" max from the front edge of the unit, including bumpers. reduce the clear width required for accessible routes. 703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. 80" MIN. 602.6 Water Flow. The spout shall provide a flow of water 4" high min and shall be located 5" max from the front of the unit. The angle of the water stream shall be measured horizontally relative 703.5.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 percent min and 110 percent max of the height of the uppercase letter "I". to the front face of the unit. Where spouts are located less than 3" of the front of the unit, the angle of the water stream shall be 30 degrees max. Where spouts are located between 3" and 5" 703.5.5 Character Height. min character height shall comply with Table 703.5.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction max from the front of the unit, the angle of the water stream shall be 15 degrees max. preventing further approach towards the sign. Character height shall be based on the uppercase letter "I". HIGHER THAN 27" 27" OR BELOW 27" MAX. 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 38" min and 43" max above the finish floor or ground. 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40" min above the finish floor or ground. 703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 10 percent min and 30 percent max of the height of the character. 1'-5" MIN. 703.5.8 Character Spacing. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be FIG 2 PARALLEL TO A WALL FIG 3 PERPENDICULAR TO A WALL 19" 10 percent min and 35 percent max of character height. - - - - 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent min and 170 percent max of the character height. 703.6 Pictograms. Pictograms shall comply with 703.6. 308 REACH RANGES 703.6.1 Pictogram Field. Pictograms shall have a field height of 6" min. Characters and braille shall not be located in the pictogram field. APRON 703.6.2 Finish and Contrast. Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a Description light field. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48" max and the low forward reach shall be 15" min above the finish floor or ground. C/L 703.6.3 Text Descriptors. Pictograms shall have text descriptors located directly below the pictogram field. 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth 9" MIN 38" TO 43" 38" TO 43" Text descriptors shall comply with 703.2, 703.3 and 703.4. 36" MAX. TO 36" MAX. TO over the obstruction. The high forward reach shall be 48" max where the reach depth is 20" max. Where the reach depth exceeds 20", the high forward reach shall be 44" max and the SPOUT OUTLET 27" HOLD 27" HOLD SPOUT OUTLET 703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7. reach depth shall be 25" max. 30" MIN. CLEAR FLOOR SPACE CENTERED ON 'LO' FOUNTAIN 703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have a non-glare finish. Symbols of accessibility 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48" max and the low side 9" MIN shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. reach shall be 15" min above the finish floor or ground. 8" 6" 48" MIN. CLEAR 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall MIN FLOOR SPACE - - - - be 34" max and the depth of the obstruction shall be 24" max. The high side reach shall be 48" max for a reach depth of 10" max. Where the reach depth exceeds 10", the high side reach B.O. HIGHEST 6" No. shall be 46" max for a reach depth of 24" max. FIG 5 DRINKING FIG 6 DRINKING FIG 7 DRINKING B.O. TACTILE TACTILE CHARACTER B.O. TACTILE FOUNTAIN SIDE FOUNTAIN FRONT FOUNTAIN PLAN CHARACTER 60" MAX. A.F.F. CHARACTER 6" MIN. 8" 48" MIN. & 60" EXIT 3" 4" 48" MIN. & 60" B.O. LOWEST Preliminary Issue: - MAX. A.F.F. 5" TACTILE CHARACTER 5" MAX. A.F.F. Bid Issue: 11/04/2025 20" >20-25" 604 WATER CLOSETS 48" MIN. A.F.F. 6" MAX MAX Landlord Issue: 11/04/2025 EXIT SIGN EXIT ROUTE SIGN B.O. TACTILE 604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16" min to 18" max from the side wall. Water CHARACTER 6" MIN. 8" Permit Issue: 11/04/2025 closets shall be arranged for a left-hand or right-hand approach. 48" MIN. & 60" Construction Issue: - 604.3.1 Size. Clearance around a water closet shall be 60" min measured perpendicular from the side wall and 56" min measured perpendicular from the rear wall. MAX. A.F.F. 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, 48" MAX 48" MAX 44" MAX 48" MAX 48" MAX 46" MAX shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet 6" ADA 34" MAX 34" MAX clearance. B.O. TACTILE 15" MIN 15" MIN 604.4 Seats. The seat height of a water closet above the finish floor shall be 17" min and 19" max measured to the top of the seat. Seats shall not be sprung to return to a lifted position. CHARACTER 6" MIN. 8" ACCESSIBILITY 604.5.1 Side Wall. The side wall grab bar shall be 42" long min, located 12" max from the rear wall and extending 54" min from the rear wall. 10" 10" 10-24" 48" MIN. & 60" 604.5.2 Rear Wall. The rear wall grab bar shall be 36" long min and extend from the centerline of the water closet 12" min on one side and 24" min on the other side. DETAILS MAX MAX MAX 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet MAX. A.F.F. EXIT 604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7" min and 9" max in front of the water closet measured to the centerline of the dispenser. The outlet of the FIG. 308.2.1 UNOBSTRUCTED FIG. 308.2.2 OBSTRUCTED FIG. 308.3.1 UNOBSTRUCTED FIG. 308.3.2 OBSTRUCTED HIGH dispenser shall be 15" min and 48" max above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow TOILET ROOM SIGNAGE FORWARD REACH HIGH FORWARD REACH SIDE REACH SIDE REACH continuous paper flow. Comm. Number 81-2185 309 OPERABLE PARTS 18" 6" B.O. TACTILE Date 11/04/25 MIN. CHARACTER 6" 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. 48" MIN. & 60" 309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in 308. Drawn By RFV 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 CLEAR FLOOR MAX. A.F.F. pounds max. SPACE CENTERED TACTILE CHARACTER TACTILE CHARACTER ON SIGN 18" MIN. INTERNATIONAL ACCESSIBILITY Checked By RFV 48" MIN. ABOVE FIN. FL. 60" MAX. ABOVE FIN. FL. SIGNAGE FROM BASELINE OF LOWEST FROM BASELINE OF HIGHEST C/L A0.2 Copyright 2025 Robert F. Vanney Architect SPECIFICATIONS GENERAL REQUIREMENTS: THERMAL AND MOISTURE PROTECTION: ROBERT F. SUMMARY OF WORK: THE WORK UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS BUILDING INSULATION; SOUND BATT INSULATION MATERIALS: PROVIDE OWENS/CORNING 3 1/2" BATT ACOUSTICAL AND EQUIPMENT, FEES AND SERVICES TO PERFORM ALL WORK FOR THE CONSTRUCTION "COMCAST/XFINITY". INSULATION AS SHOWN ON DRAWINGS. (WHEN SPECIFIED) VANNEY THIS WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS EXECUTION: APPLICATION: INSTALL BATT INSULATION IN ACCORDANCE WITH MFG RECOMMENDATIONS PREPARED BY "ARCHITECT". JOINT SEALANTS: PRODUCT DELIVERY, STORAGE AND HANDLING: DELIVER MATERIALS TO SITE IN MFG ORIGINAL, ARCHITECT CONTRACTOR WILL PROVIDE ROUGH-IN, FINAL HOOK-UPS, HARDWIRING, LABOR AND MATERIALS AS REQUIRED FOR UNOPENED CONTAINERS WITH LABEL INTACT AND LEGIBLE. PROPER OPERATION IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES. PRODUCTS-MATERIALS: CONTRACTOR USE OF PREMISES: A. SEALANT: 1. BETWEEN STEEL AND CONCRETE OR BETWEEN ALUMINUM AND CONCRETE: 149 THOMPSON AVE. EAST, STE. 112 A. PROTECT WORK, ADJACENT TO PROPERTY, PUBLIC UTILITIES AND THE PUBLIC. 2. FOR INTERIOR JOINTS BETWEEN MASONRY AND OTHER MATERIALS: ACRYLIC LATEX CAULK, COLOR AS B. ASSUME RESPONSIBILITY FOR ANY DAMAGE OR INJURY DUE TO CONTRACTOR NEGLECT. SELECTED BY ARCHITECT. APPLICATION: FOLLOW MFG INSTRUCTION REGARDING SURFACE WEST SAINT PAUL, MINNESOTA 55118 C. MAINTAIN INSURANCE AGAINST CLAIMS UNDER WORKMEN'S COMPENSATION ACTS. PREPARATION, PRIMING APPLICATION LIFE AND APPLICATION PROCEDURE. CONSULT SEALANT MFG FOR D. MAINTAIN INSURANCE AGAINST CLAIMS FOR PERSONAL INJURY OR DEATH RELATED TO THIS CONTRACT. RECOMMENDATION FOR APPLICATION OF SEALANT WHEN AIR TEMP IS BELOW 40 DEGREES F. DOORS 651. 222. 4642 FAX. 651. 222. 3034 E. MAINTAIN BUILDER'S RISK INSURANCE ON WORK, FROM DAY CONSTRUCTION BEGINS TO PROJECT AND WINDOWS: REFER TO DRAWINGS FOR LABELED DOORS AND/OR FRAMES REQUIRED. COMPLETION. F. KEEP PREMISES FREE FROM EXCESS WASTE MATERIAL AND DEBRIS. UPON COMPLETION OF PROJECT MATERIALS: REMOVE ALL RUBBISH, TOOLS, EQUIPMENT AND SURPLUS MATERIALS. LEAVE BUILDING COMPLETELY CLEAN, A. HOLLOW METAL FRAMES: INCLUDING FLOORS, WINDOWS, DOORS, FRAMES, CEILINGS AND ALL SURFACES. 1. FABRICATE FROM 16 GA COLD-ROLLED STEEL WITH WELDED CORNERS, GROUND SMOOTH. 2. DEPTH: AS REQUIRED FOR EACH INDIVIDUAL INSTALLATION. PRODUCTS AND SUBSTITUTIONS: 3. FURNISH WITH 3 ANCHORS PER JAMB AND REMOVABLE SPREADER AT BOTTOM. 4. FINISH: FACTORY BAKED-ON PRIMER. SUBSTITUTIONS: CONTRACTOR'S REQUESTS FOR CHANGES IN PRODUCTS, MATERIALS AND METHODS OF CONSTRUCTION REQUIRED BY CONTRACT DOCUMENTS ARE CONSIDERED REQUESTS FOR "SUBSTITUTIONS" AND WOOD DOORS: FURNISH DOORS WITH UL LABELS ATTACHED, SHOWING RATING, MFG AND LABELED HARDWARE ARE SUBJECT TO REQUIREMENTS HEREOF. REQUIREMENTS. SUBMITTALS: SUBMIT 3 COPIES, FULLY IDENTIFIED FOR PRODUCT OR METHOD BEING REPLACED BY SUBSTITUTION, HARDWARE: INCLUDE EACH ITEM TO BE FURNISHED; SHOW MFG'S CATALOG NUMBERS, FINISH, ACCESSORY INCLUDING RELATED SPECIFICATION SECTION AND DRAWING NUMBER(S) AND FULLY DOCUMENTED TO SHOW ITEMS, KEYING AND LOCATION BY DOOR NUMBER IN ACCORDANCE WITH SCHEDULE INDICATED ON DRAWINGS. COMPLIANCE WITH REQUIREMENTS FOR SUBSTITUTIONS. KEYING: ALL LOCKSETS AND CYLINDER LOCKS SHALL BE KEYED AND MASTER KEYED. STANDARD QUALITY: REFER PRODUCT DELIVERY-STORAGE-HANDLING: DELIVER, HANDLE AND STORE PRODUCTS IN ACCORDANCE WITH TO HARDWARE SCHEDULE ON DRAWINGS. MANUFACTURER'S RECOMMENDATIONS AND BY METHODS AND MEANS WHICH WILL PREVENT DAMAGE, DETERIORATION AND LOSS INCLUDING THEFT. EXECUTION-INSTALLATION: INSTALL IN ACCORDANCE WITH MFG'S DIRECTIONS, USING TEMPLATES FURNISHED BY MANUFACTURER WHERE APPLICABLE. WARRANTIES (GUARANTEES): CATEGORIES OF SPECIFIC WARRANTIES: WARRANTIES ON THE WORK ARE IN SEVERAL CATEGORIES, INCLUDING (BUT NOT LIMITED TO) THE FOLLOWING SPECIFIC CATEGORIES RELATED TO GLAZING: FURNISH GLAZING MATERIALS IN ACCORDANCE WITH CPSC STANDARD NO. 16 CFR PART 1201, INDIVIDUAL UNITS OF WORK SPECIFIED THROUGH OUT THESE SPECIFICATIONS. "ARCHITECTURAL SAFETY GLAZING STANDARD". SPECIAL PRODUCT WARRANTY (GUARANTEE): A WARRANTY SPECIFICALLY WRITTEN AND SIGNED BY CONTRACTOR MIRRORS: FS DD-G-451 MIRROR QUALITY FLOAT GLASS WITH TWO COATS SILVER AND ELECTROPLATED COPPER FOR A DEFINED PORTION OF THE WORK; AND WHERE REQUIRED, COUNTERSIGNED BY SUBCONTRACTOR. BACKING, GROUND AND POLISHED EDGES. PROJECT CLOSEOUT - RECORD DOCUMENTS: A. MIRRORS: MOUNT ON WALL WITH EDGE CLIP AND GLAZING TAPE. B. INSTALL GLASS IN ACCORDANCE WITH FLAT GLASS JOBBER'S GLAZING MANUAL. USE WORKMEN SPECIALIZED A. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER THREE (3) COPIES OF IN INSTALLATION OF GLASS AND SEALANTS. EACH OF THE FOLLOWING: 1. SERVICE MANUALS COVERING THE MAINTENANCE AND OPERATION OF ALL EQUIPMENT. FINISHES: GYPSUM DRYWALL: PRODUCT DELIVERY, STORAGE AND HANDLING: STORE MATERIALS IN PROTECTED, 2. GUARANTEE AND BONDS AS REQUIRED BY THE VARIOUS SECTION OF THE SPECIFICATIONS. DRY AREA UNTIL USED. B. THE SUBMITTAL DATA SHALL BE NEATLY BOUND IN ONE OR MORE VOLUMES PER SET, UTILIZING HARD BACK THREE RING BINDERS. PRODUCTS-MATERIALS: C. ORGANIZATION OF THESE MANUALS SHALL BE NEAT AND ORDERLY FOR EASY REFERENCE. A. GYPSUM BOARD: ASTM A36, TYPE X 5/8 FIRECODE, GOLD BOND, U.S.G. OR AN APPROVED EQUAL WHERE FINAL INSPECTION: SHOWN ON DRAWINGS. B. TRIM: PROVIDE MFG'S STANDARD METAL TRIM ACCESSORIES OF BEADED TYPE WITH FACE FLANGES FOR A. WHEN THE WORK IS COMPLETE AND READY FOR FINAL INSPECTION THE CONTRACTOR SHALL SO NOTIFY THE CONCEALMENT IN JOINT COMPOUND EXCEPT WHERE SEMI-FINISHING OR EXPOSED TYPE IS INDICATED. OWNER WHO SHALL MAKE THE FINAL INSPECTION AND FURTHER NOTE ANY ITEMS TO BE FURNISHED, C. JOINT TAPE: ASTM C 475 PERFORATED. COMPLETED AND/OR CORRECTED. D. JOINT COMPOUND: ASTM C 475 OF THE TYPE INDICATED. B. THE ARCHITECT SHALL BE NOTIFIED OF ALL ITEMS NOTED BY OWNER IMMEDIATELY AFTER INSPECTION. TILE: PRODUCT RECORD DOCUMENTS-QUALITY ASSURANCE: PRODUCT DELIVERY, STORAGE AND HANDLING: DELIVER MATERIALS IN MFG'S ORIGINAL UNOPENED ACCURACY OF RECORDS: THOROUGHLY COORDINATE CHANGES OF ORIGINAL CONTRACT DOCUMENTS WITHIN CONTAINERS,WITH IDENTIFYING LABELS INTACT AND LEGIBLE. RECORD DOCUMENTS, MAKING ADEQUATE AND PROPER ENTRIES ON EACH PAGE OF DOCUMENTS WHERE SUCH ENTRY IS REQUIRED TO PROPERLY SHOW CHANGE. ACCURACY OF RECORDS SHALL BE SUCH THAT FUTURE JOB CONDITIONS: MAINTAIN MIN. 50 DEGREES F. TEMP. IN AREAS RECEIVING AND FOR MIN. 7 DAYS AFTER SEARCH OF ITEMS IN CONTRACT DOCUMENTS MAY REASONABLY RELY ON INFORMATION OBTAINED FROM INSTALLATION. RECORD DOCUMENTS. PRODUCTS-MATERIALS: SEE FINISH LEGEND FOR STYLE AND COLOR PRODUCTS: MAINTAIN AT JOB SITE ONE RECORD COPY OF ALL DOCUMENTS COMPRISING CONTRACT DOCUMENTS. ACOUSTICAL CEILINGS: SUBMITTAL: UPON SUBSTANTIAL COMPLETION, SUBMIT TO "COMCAST/XFINITY" CONSTRUCTION DEPARTMENT JOB CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING IS SUBSTANTIALLY WATER WEATHER TIGHT AND QUALITY CONTROL: UNTIL OVERHEAD MECHANICAL AND ELECTRICAL WORK HAS BEEN INSPECTED AND APPROVED. A. STANDARDS: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE TOLERANCES OR PRODUCTS-MATERIALS: REFER TO REFLECTED CEILING PLAN FOR GRID AND TILE TYPES. SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. EXECUTION-INSTALLATION: B. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE A. VERIFY LIGHTING FIXTURE AND AIR DISTRIBUTION LAYOUT TO ASSURE POSITIONING WITHIN FINISHED WORK. CEILING. B. FOLLOW APPLICABLE REQUIREMENTS OF REQUIREMENTS OF ASTM C636 AND RECOMMENDATIONS OF C. PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. CEILING AND INTERIOR SYSTEM CONTRACTORS ASSOC. C. SPACE 12 GA. HANGER WIRES NOT OVER 4'-0" O.C.; PROPERLY LEVEL AND ALIGN MAIN AND CROSS MEMBERS, D. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONFLICT ATTACH WALL ANGLE MAX. 24" O.C. EXISTS BETWEEN MANUFACTURER'S RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS. NOTIFY THE D. CHECK FOR FINAL LEVELING AND CENTERING OF PANELS. ARCHITECT IMMEDIATELY. E. REPLACE DAMAGED OR SOILED PANELS. E. EXAMINATION PRIOR TO INSTALLATION: FLOOR COVERINGS: 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT JOB CONDITIONS: MAINTAIN TEMPERATURE IN SPACES TO RECEIVE TILE BETWEEN 70 DEGREES AND 90 DEGREES SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. F. FOR 48 HOURS PRIOR TO, DURING AND FOR 48 HOURS AFTER INSTALLATION. PRODUCTS-MATERIALS: NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. A. SEE SCHEDULES AS PROVIDED IN DRAWINGS. 2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING PAINTING: WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. JOB CONDITIONS: F. TESTING AND LABORATORY SERVICES. A. CAREFULLY AND ADEQUATELY PROTECT, AS REQUIRED, SURFACES NOT REQUIRING PAINTING IN AREAS WHERE PAINTING IS BEING CARRIED ON. THE OWNER WILL ARRANGE FOR THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO INSPECT AND B. APPLY PAINT UNDER DRY AND DUST-FREE CONDITIONS. TEST THE WORK TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS. REPORTS OF ALL INSPECTIONS AND C. DO NOT APPLY PAINT WHEN TEMPERATURE IS LESS THAN 50 DEGREES F. OR MORE THAN 90 DEGREES F. OR TESTS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. WHEN EXCESSIVELY HUMID. D. ALL PAINTED SURFACES ARE TO RECEIVE A MINIMUM OF (1) PRIMER COAT AND (2) FINISH COATS. CONTRACTOR'S RESPONSIBILITIES: E. ALL PAINT IS TO BE APPLIED WITH BRUSH & ROLLER. NO SPRAYING. BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 a. COOPERATE WITH TESTING LABORATORY PERSONNEL, AND FURNISH ACCESS, TOOLS, SAMPLES, PRODUCTS-MATERIALS: CERTIFICATIONS, TEST REPORTS, DESIGN MIXES, EQUIPMENT, STORAGE, AND ASSISTANCE AS REQUESTED BY THE TESTING LABORATORY. A. PAINTS: APPROVED COLORS SHALL BE AS SCHEDULED ON THE DRAWINGS OR SELECTED BY "COMCAST/XFINITY. - - - - b. FOR OPERATIONS REQUIRING INSPECTION AND TESTING. WHEN TESTS OR INSPECTIONS CANNOT BE B. GYPSUM BOARD TREATMENT: U.S.G. GYPSUM CO. "PERF-A-TAPE", "READY MIXED ALL-PURPOSE JOINT PERFORMED, THROUGH THE FAULT OF THE CONTRACTOR, REIMBURSE THE OWNER FOR THE ADDITIONAL COMPOUND" AND "ALL PURPOSE TEXTURE FINISH" OR EQUAL. Date COSTS INCURRED. APPLICATION: c. REMOVE AND REPLACE ALL WORK FOUND NOT COMPLYING WITH THE CONTRACT DOCUMENTS. REMEDIES A. APPLY PAINT UNIFORMLY WITHOUT VISIBLE LAPS, SAGS, CURTAINS, HOLIDAYS OR OBJECTIONABLE BRUSH SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CODE REQUIREMENTS. MARKS. B. INSURE THAT PRIMER AND INTERMEDIATE COATS OF PAINT ARE UNSCARRED AND COMPLETELY INTEGRAL AT d. IF INITIAL TESTS AND INSPECTIONS INDICATE DEFICIENT WORK, THE CONTRACTOR SHALL REIMBURSE THE THE TIME OF APPLICATION OF EACH COAT. ALLOW SUFFICIENT TIME BETWEEN COATS TO ENSURE PROPER OWNER FOR THE COSTS OF ALL SUBSEQUENT TESTS AND INSPECTIONS RELATED TO THE DEFICIENCY. DRYING. e. ALL DAMAGE WHICH MAY OCCUR TO THE WORK AS A RESULT OF NORMAL TESTING OPERATIONS SHALL BE SPECIALTIES: REPAIRED TO MATCH SURROUNDING SURFACES. IDENTIFYING DEVICES: - - - - f. SCHEDULE TESTING AND INSPECTION SO THAT THE WORK OF TESTING AND INSPECTION PERSONNEL WILL BE AS CONTINUOUS AND BRIEF AS POSSIBLE. A. PROVIDE SIGNAGE AS REQUIRED AND AS SPECIFIED ON DRAWINGS. TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH CODE REQUIREMENTS. B. INSTALL SIGNS AS REQUIRED BY ALL GOVERNING CODES AND MOUNT AT REQUIRED CODE HEIGHTS. Description SITE WORK: FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES: CABINETS AND EXTINGUISHERS SHALL MEET ALL REQUIREMENTS OF GOVERNING CODES. DEMOLITION-GENERAL: CONTRACTOR SHALL SURVEY THE EXISTING CONDITIONS OF THE SITE AND DEMOLISH, REMOVE AND LEGALLY DISPOSE OF MATERIALS SPECIFICALLY INDICATED TO BE REMOVED. ALL PRODUCTS ACCEPTABLE MANUFACTURERS: POTTER-ROEMER, INC. OR LARSEN'S MFG COMPANY INCLUDED IN THIS PROJECT SHALL BE NEW AND UNUSED. EXISTING TENANT ELECTRICAL SERVICE INCLUDING: FEEDERS, PANELS, BREAKERS, AND TRANSFORMERS TO EXTENT INDICATED ON CONTRACT DOCUMENTS. THE FIRE EXTINGUISHER: 2A-20BC CAPACITY: 5 lbs./10 lbs./20lbs. SIZE AND LOCATION AS REQUIRED BY LOCAL CODES. EXISTING MECHANICAL HVAC SYSTEM SHALL REMAIN TO THE MAXIMUM EXTENT POSSIBLE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. - - - - No. ARCHITECTURAL: METALS: LIGHTGAGE FRAMING: METAL STUDS SHALL BE USED IN WALLS AS SHOWN ON DRAWINGS (WALL FRAMING PLAN). Preliminary Issue: - STRUCTURAL PROPERTIES SHALL CONFORM TO AISI SPECIFICATIONS FOR THE DESIGN OF LIGHTGAGE COLD Bid Issue: 11/04/2025 FORMED STRUCTURAL MEMBERS. Landlord Issue: 11/04/2025 WOOD & PLASTICS: Permit Issue: 11/04/2025 ROUGH CARPENTRY: PRODUCT DELIVERY, STORAGE AND HANDLING. Construction Issue: - A. STORE LUMBER OFF GROUND OR FLOOR, COVER WITH WATERPROOF COVERING AND PROVIDE ADEQUATE VENTILATION. B. DO NOT STORE SEASONED OR TREATED LUMBER IN DAMP LOCATION. SPECIFICATIONS FINISH CARPENTRY AND MILLWORK: QUALITY ASSURANCE: LUMBER GRADING RULES AND WOOD SPACES: IN ACCORDANCE WITH PS 20. COMPLY WITH APPLICABLE "ARCHITECTURAL WOODWORK STANDARDS" BY AWI. PRODUCTS; DISPLAY UNITS-FIXTURES SUPPLIED AND INSTALLED BY; (SEE CONTRACT SCHEDULE). Comm. Number 81-2185 Date 11/04/25 Drawn By RFV SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ELECTRICAL AND MECHANICAL SPECIFICATIONS Checked By RFV A0.3 Copyright 2025 Robert F. Vanney Architect DEMOLITION NOTES 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE ROBERT F. EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. VANNEY 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. ARCHITECT 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED 149 THOMPSON AVE. EAST, STE. 112 SURFACES. PATCH AND REPAIR AS REQUIRED. WEST SAINT PAUL, MINNESOTA 55118 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT 651. 222. 4642 FAX. 651. 222. 3034 OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 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 PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24-HOURS IN ADVANCE. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF THE EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR THE REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: a. FULL HEIGHT WALL FROM FLOOR TO CEILING. b. STUDS AT 24" O.C., WITH 5/8" TYPE "X" GPYSUM BOARD. c. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS. 20. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 21. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 22. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO OWNER FOR REVIEW. 23. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 24. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. 25. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 26. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR , PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/ REPAIR THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S) BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 27. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 3 3 28. EXISTING DOORS TO REMAIN U.N.O. 16 29. CONTRACTOR SHALL MAINTAIN ALL EXISTING FIRE RATINGS OF STRUCTURAL COMPONENTS, WALLS, FLOORS, COLUMNS, - - - - ENCLOSURES, SURROUNDS, ETC. CONTRACTOR SHALL RESTORE, REINSTATE, REPAIR AND REPLACE ALL FIRE RATINGS IF Date DAMAGED, REMOVED, OR DISLODGED. 6 7 8 14 DEMOLITION PLAN KEY NOTES G.C. MUST ENSURE THAT EXIST. SPACE HAS 17 1 EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN. (V.I.F.) G.C. TO CLEAN TO A "LIKE NEW" CONDITION. SMOOTH WALLS AND FLOOR MUST BE LEVEL. 1 10 ALL SURFACES MUST BE CLEAN, SMOOTH 2 EXISTING STOREFRONT ENTRY DOORS TO REMAIN (V.I.F.) G.C. TO CLEAN TO A "LIKE NEW" CONDITION AND READY TO ACCEPT NEW FINISHES. 4" 3'-0" 6 7 8 14 3 EXISTING DEMISING WALL TO REMAIN. PREPARE FOR NEW FINISHES. - - - - 9 4 EXISTING COLUMN TO REMAIN 5 NOT USED 2 Description 6 REMOVE EXISTING LIGHT FIXTURES. PREPARE FOR NEW CONSTRUCTION AND FINISHES. 9 13 3'-7 3/8" 7 REMOVE EXISTING FLOORING FINISHES AND PREP CONCRETE SLAB FOR NEW FINISHES. 7 12 15 8 FLOOR TRENCHING TO BE COORDINATED WITH ELECTRICAL DRAWINGS AND SHEET A4.0 9 ALL EXISTING INTERIOR WALLS, DOORS, AND WINDOWS AS SHOWN DASHED TO BE REMOVED. 11 ALL ELECTRICAL TO BE BROUGHT BACK TO NEAREST J-BOX AND MADE SAFE. - - - - 4'-0 3/8" 3 4 3 No. 10 EXISTING REAR EXIT DOOR TO REMAIN. 11 REMOVE EXISTING GRAB BARS AND PREPARE FOR NEW. 12 ALL EXISTING TOILET ROOM ACCESSORIES TO REMAIN OR BE RELOCATED, U.N.O. G.C. TO VERIFY Preliminary Issue: - EXISTING FINISHES AND FIXTURES WITH OWNER AND ENSURE FUNCTIONALITY AND ACCESSIBILITY Bid Issue: 11/04/2025 COMPLIANCE. UPGRADE / REPAIR / REPLACE AS REQUIRED. SEE A5.0 FOR MORE INFORMATION. Landlord Issue: 11/04/2025 13 RELOCATE EXISTING HAND SINK. CAP AND SEAL EXISTING HAND SINK LOCATION WITH CONCRETE FLOOR AND/ OR WALLS. PREPARE FOR NEW CONSTRUCTION AND FINISHES. Permit Issue: 11/04/2025 Construction Issue: - 1 DEMOLITION PLAN 14 EXISTING HVAC TO REMAIN. COORDINATE WITH MECHANICAL DRAWINGS. A1.0 1/4" = 1'-0" 15 EXISTING HVAC TO REMAIN. CLEAN DIFFUSERS AND RETURN GRILLS TO LIKE NEW CONDITION. SEE MECHANICAL. DEMOLITION 16 EXISTING ELECTRICAL EQUIPMENT TO REMAIN. SEE ELECTRICAL DRAWINGS. FLOOR PLAN 17 EXISTING STOREFRONT BULKHEAD ABOVE. PATCH AND MATCH AS REQUIRED. (V.I.F.) Comm. Number 81-2185 WALL DEMOLITION LEGEND Date 11/04/25 MATERIAL TO BE DEMOLISHED Drawn By RFV EXISTING WALL TO REMAIN Checked By RFV EXISTING COLUMN TO REMAIN A1.0 Copyright 2025 Robert F. Vanney Architect DOOR SCHEDULE INTERIOR WALL LIMITING HEIGHTS NON-COMPOSITE - FULLY BRACED DOOR DOOR DOOR FRAME FRAME FRAME HARDWARE FIRE MARK ROOM COUNT WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH GROUP RATING COMMENTS 5 PSF 7.5 PSF 10 PSF ROBERT F. (S) STUD MEMBER SPACING (IN.) O.C. 100 100 1 6' - 0" 7' - 0" EXISTING B EXISTING ALUMINUM EXISTING EXISTING ALUMINUM EXISTING A2 0 VERIFY HARDWARE REQUIREMENTS L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 101 101 1 3' - 0" 7' - 0" 1 3/4" A S.C. WOOD PAINT 1 HOLLOW METAL PAINT B2 0 PAINT TO MATCH ADJACENT WALL. KEYPAD LOCK. VERIFY WITH OWNER. W = MAX. 100 LB. PER STUD 162S125-18 12 9'-0" 7'-8" 6'-8" 7'-4" 6'-8" 5'-10" 6'-4" 6'-1" 5'-4" VANNEY 102 102 1 3' - 0" 7' - 0" 1 3/4" A S.C. WOOD PAINT 1 HOLLOW METAL PAINT B1 0 PAINT TO MATCH ADJACENT WALL 16 GA. METAL STUD 16" O.C. @ 162S125-18 16 7'-9" 6'-11" 6'-1" 6'-4" 6'-1" 5'-4" 5'-6" 5'-6" 4'-10" 103 101 1 6' - 0" 7' - 0" EXISTING C EXISTING HOLLOW METAL PAINT EXISTING HOLLOW METAL PAINT B5 0 PAINT TO MATCH ADJACENT WALL. CLEAN TO "LIKE NEW" CONDITION. ALL BACKING STUD TRACKS 162S125-18 24 6'-4" 6'-1" 5'-4" 5'-2" 5'-2" 4'-8" 4'-6" 4'-6" 4'-3" 162S125-27 12 11'-3" 8'-11" 7'-10" 9'-8" 7'-10" 6'-10" 8'-4" 7'-1" 6'-3" ARCHITECT 162S125-27 16 10'-3" 8'-2" 7'-1" 8'-4" 7'-1" 6'-3" 7'-3" 6'-5" 5'-8" 16 GA. X 6" X 1-1/2" UNPUNCHED 162S125-27 24 8'-4" 7'-1" 6'-3" 6'-10" 6'-3" 5'-5" 5'-11" 5'-8" 4'-11" DOOR SPECIFICATIONS HARDWARE GROUPS METAL TRACK W/LEGS CLIPPED & BENT @ EA. STUD. ATTACH 162S125-30 12 11'-8" 9'-3" 8'-1" 10'-2" 8'-1" 7'-1" 8'-11" 7'-4" 6'-5" TO EACH STUD W/3 (#10) SELF- 162S125-30 16 10'-7" 8'-5" 7'-4" 8'-11" 7'-4" 6'-5" 7'-9" 6'-8" 5'-10" BUTT HINGES: MAGNETIC HOLDERS: 162S125-30 24 8'-11" 7'-4" 6'-5" 7'-3" 6'-5" 5'-7" 6'-4" 5'-10" 5'-1" SINGLE OR PAIR OF GLASS DOORS SINGLE WOOD OR HOLLOW METAL DOOR DRILLING AND SELF-TAPPING 149 THOMPSON AVE. EAST, STE. 112 1. IVES 3 KNUCKLE 3CB1 (OR 5 KNUCKLE 5BB1) OR APPROVED EQUAL. 1. LCN SEM7800 (24 VDC/VAC) MAGNETIC HOLDER OR APPROVED SHEET METAL SCREWS (TO 162S125-33 12 12'-0" 9'-6" 8'-4" 10'-6" 8'-4" 7'-3" 9'-6" 7'-7" 6'-7" EQUAL AT FIRE-RATED AUTOMATIC RELEASE DOORS. A1 SINGLE STOREFRONT GLASS DOOR (S) B1 TOILET ROOM DOOR MIN. 3 STUDS ) EXTEND 162S125-33 16 10'-11" 8'-8" 7'-7" 9'-6" 7'-7" 6'-7" 8'-3" 6'-11" 6'-0" WEST SAINT PAUL, MINNESOTA 55118 2. SIZE: a. PROVIDE EXTENDED ARMATURES AS REQUIRED TO SUIT CONDITIONS. OPERATING HARDWARE MS 1850S BUTT HINGES 450 T88 BACKING 1 BAY BEYOND EDGE 162S125-33 24 9'-6" 7'-7" 6'-7" 7'-10" 6'-7" 5'-9" 6'-9" 6'-0" 5'-3" a. 3 1/2" X 3 1/2" X 0.123 GA FOR 1 3/8" DOORS 651. 222. 4642 FAX. 651. 222. 3034 CYLINDER GUARD MS 4043 STOP W1276 CCS OF CABINET / EQUIP. 250S125-18 12 11'-8" 10'-6" 9'-2" 9'-7" 9'-2" 8'-1" 8'-3" 8'-3" 7'-4" b. 4 1/2" X 4 1/2" X 0.134 GA FOR 1 3/4" DOORS TO 36" WIDE DOOR COORDINATORS (COORDINATORS TO MATCH DOOR FRAME): EXIT INDICATOR 4089 CLOSER 8581 BF 250S125-18 16 10'-2" 9'-7" 8'-4" 8'-3" 8'-3" 7'-4" 7'-2" 7'-2" 6'-8" c. 4 1/2" X 4 1/2" X 0.180 GA FOR 1 3/4" DOORS 1. IVES COR SERIES OR APPROVED EQUAL, SIZED TO FIT FROM STOP TO STOP. THRESHOLD 200D BATH PRIVACY LATCH ND 40 S SCHLAGE "ND" NOTE: 250S125-18 24 8'-3" 8'-3" 7'-4" 6'-9" 6'-9" 6'-5" 5'-10"e 5'-10"e 5'-10"e GREATER THAN 36" TO 42" WIDE. INTERIOR WALL TO REMAIN. a. PROVIDE FULL LENGTH BRACKET FOR MOUNTING TO ALUMINUM FRAME. PUSH / PULL HANDLE P-751 A SERIES "SPARTA" - #626 DO NOT CUT FLANGES 250S125-27 12 15'-7" 12'-4" 10'-10" 12'-9" 10'-10" 9'-5" 11'-0" 9'-10" 8'-7" d. 5" X 4 1/2" X 0.190 GA FOR 1 3/4" DOORS GREATER THAN 42" TO 48" WIDE. SATIN CHROMIUM PLATTED PATCH AND REPAIR AND BETWEEN SUPPORTING STUDS 250S125-27 16 13'-6" 11'-3" 9'-10" 11'-0" 9'-10" 8'-7" 9'-7" 8'-11" 7'-10" e. MANUFACTURER'S GUIDELINES FOR ALL OTHER DOOR THICKNESS. 2. IF JAMB STOP DOES NOT PERMIT USE OF IVES COR SERIES, A2 PAIR OF STOREFRONT GLASS DOORS - ENTRY MAINTAIN ANY EXISTING 250S125-27 24 11'-0" 9'-10" 8'-7" 9'-0" 8'-7" 7'-6" 7'-10" 7'-10" 6'-10" FIRE RATING (V.I.F.) SUBSTITUTE IVES CORG SERIES, GRAVITY COORDINATORS. (3 POINT LOCK) B2 INTERIOR DOOR WITH KEYPAD LOCK 250S125-30 12 16'-1" 12'-9" 11'-2" 13'-7" 11'-2" 9'-9" 11'-10" 10'-2" 8'-10" 3. QUANTITY: OPERATING HARDWARE MS 18050S BUTT HINGES 450 T88 8 BACKING DETAIL FOR MISC. EQUIP. 250S125-30 16 14'-5" 11'-7" 10'-2" 11'-10" 10'-2" 8'-10" 10'-3" 9'-2" 8'-1" 1 1/2 PAIRS FOR DOORS 60" TO 90" IN HEIGHT AND AN ADDITIONAL KICK PLATES: THRESHOLD BOLT 4015 STOP W1276 CCS 250S125-30 24 11'-10" 10'-2" 8'-10" 9'-8" 8'-10" 7'-9" 8'-4" 8'-1" 7'-0" 1/2" PAIR FOR EVERY 30" OR FRACTION THEREOF. HEADER BOLT 4085 CLOSER 8581 BF TENANT SIDE A2.0 1 1/2" = 1'-0" 1. IVES 8400 SERIES OR APPROVED EQUAL. 250S125-33 12 16'-7" 13'-2" 11'-6" 14'-6" 11'-6" 10'-1" 12'-8" 10'-6" 9'-2" CYLINDER GUARD MS 4043 KEYPAD LOCKSET VERIFY SPEC WITH OWNER WALL TYPE 5 250S125-33 16 15'-1" 12'-0" 10'-6" 12'-8" 10'-6" 9'-2" 11'-0" 9'-6" 8'-4" 4. MATERIAL: 2. SIZE AS FOLLOWS: EXIT INDICATOR 4089 W5 250S125-33 24 12'-8" 10'-6" 9'-2" 10'-4" 9'-2" 8'-0" 8'-11" 8'-4" 7'-3" a. ALL EXTERIOR OUTSWING DOOR BUTTS SHALL BE MADE OF NON-FERROUS THRESHOLD 200D B3 INTERIOR DOOR WITHOUT KEYPAD LOCK a. 10" X 2" LESS THAN DOOR WIDTH - SINGLE DOOR 250S125-43 12 18'-1" 14'-4" 12'-6" 15'-10" 12'-6" 10'-11" 14'-4" 11'-5" 9'-11" MATERIAL AND SHALL HAVE STAINLESS STEEL HINGE PINS. PUSH / PULL HANDLE P-751 A b. 10" X 1" LESS THAN DOOR WIDTH - PAIR OF DOORS BUTT HINGES 450 T88 250S125-43 16 16'-5" 13'-0" 11'-5" 14'-4" 11'-5" 9'-11" 13'-0" 10'-4" 9'-0" b. ALL EXTERIOR OUTSWING DOORS SHALL HAVE NON-REMOVABLE PINS. PARALLEL ARM CLOSER LCN P1460 SERIES STOP W1276 CCS EXISTING INTERIOR 250S125-43 24 14'-4" 11'-5" 9'-11" 12'-4" 9'-11" 8'-8" 10'-8" 9'-0" 7'-11" DEMISING STUD WALL TO c. ALL FIRE RATED DOORS OR DOORS WITH CLOSING DEVICES WEATHER STRIPPING: CLOSER 8581 BF SHALL HAVE BALL BEARING STEEL HINGES. A3 SINGLE STOREFRONT GLASS DOOR - EGRESS PASSAGE LOCK ND 10 S SCHLAGE "ND" SERIES REMAIN. PATCH AND REPAIR 362S125-18 12 14'-0" 14'-0" 12'-6" 11'-6" 11'-6" 10'-11" 9'-11"e 9'-11"e 9'-11"e 1. NATIONAL GUARD PRODUCTS (NGP) OR APPROVED EQUAL: HEADERS DS-4022 AND MAINTAIN ANY EXISTING 362S125-18 16 12'-2" 12'-2" 11'-4" 9'-11"e 9'-11"e 9'-11"e 8'-7"e 8'-7"e 8'-7" a. THRESHOLDS - NGP 8139 OR AS SHOWN ON SILL DETAILS AND AS CYLINDER GUARD MS 4043 "SPARTA" LATCH #626 SATIN FIRE RATING (V.I.F.) 362S125-18 24 9'-11"e 9'-11"e 9'-11"e 8'-1"e 8'-1"e 8'-1"e 7'-0"e 7'-0"e 7'-0"e PIVOTS: REQUIRED TO SUIT CONDITIONS AT EXTERIOR DOORS. CHROME TAPERED RAIL DS-00 5/8" TYPE "X" GYP. BD EACH SIDE 362S125-27 12 18'-10" 16'-6" 14'-5" 15'-5" 14'-5" 12'-7" 13'-4" 13'-1" 11'-5" 1. IVES 7000 SERIES b. DOOR BOTTOMS / SHOES - NGP 319 OR AS SHOWN ON SILL CLOSER RTS-85 OVER 3-5/8" METAL STUD - SEE STUD 362S125-27 16 16'-4" 15'-0" 13'-1" 13'-4" 13'-1" 11'-5" 11'-7" 11'-7" 10'-5" DETAILS AND AS REQUIRED TO SUIT CONDITIONS AT EXTERIOR DOORS. B4 STORAGE ROOM DOOR WITHOUT KEYPAD LOCK G.C. TO INSTALL 5/8" 362S125-27 24 13'-4" 13'-1" 11'-5" 10'-11" 10'-11" 10'-0" 9'-5" 9'-5" 9'-1" 2. HIGH STRENGTH FORGED BRONZE OR STAINLESS STEEL TILT-ON BUTT HINGES 450 T88 TABLE FOR SPACING c. HEAD AND JAMB SEALS - NGP 5020 (OR AS REQUIRED TO MEET THRESHOLD 200D TYPE 'X' GYP. BD. 362S125-30 12 20'-3" 17'-0" 14'-10" 16'-7" 14'-10" 13'-0" 14'-4" 13'-6" 11'-10" PRECISION BEARING AND BEARING PIN. FIRE LABEL RATING) AT EXTERIOR DOORS AND FIRE RATED STOP W1276 CCS OVER EXIST. METAL INSULATION WHERE IT OCCURS 362S125-30 16 17'-7" 15'-6" 13'-6" 14'-4" 13'-6" 11'-10" 12'-5" 12'-3" 10'-9" PUSH PADDLE OPERATOR ADAMS RITE 4590 02 a. BOTTOM AND INTERMEDIATE PIVOTS: ADJUSTABILITY OF MINUS DOORS. (OMIT AT ALUMINUM FRAMES) CLOSER 8581 BF STUDS FROM SLAB TO 362S125-30 24 14'-4" 13'-6" 11'-10" 11'-8" 11'-8" 10'-4" 10'-2" 10'-2" 9'-4" LATCH ADAMS RITE 4510 25 1/16 IN., PLUS 1/8 IN. d. ASTRAGALS - NGP 178 OR AS SHOWN ON PLANS AND AS STORAGE LOCK ND 80 PD SCHLAGE "ND" SERIES DECK ABOVE U.N.O. 3-5/8" METAL TRACK REQUIRED TO SUIT CONDITIONS AT INTERIOR DOORS. (SEE PULL "SPARTA" LATCH #626 SATIN 362S125-33 12 21'-11" 17'-7" 15'-4" 17'-10" 15'-4" 13'-5" 15'-6" 14'-0" 12'-2" TENANT SIDE 362S125-33 16 18'-11" 16'-0" 14'-0" 15'-6" 14'-0" 12'-2" 13'-5" 12'-8" 11'-1" CLOSING DEVICES: LATCHGUARDS FOR EXTERIOR DOORS). CHROME 362S125-33 24 15'-6" 14'-0" 12'-2" 12'-8" 12'-2" 10'-8" 10'-11" 10'-11" 9'-8" A4 PAIR STOREFRONT GLASS DOORS - VEST INTERIOR WALL TYPE 3 1. CONCEALED - FLOOR: DORMA BTS 80 SERIES a.HYDRAULICALLY CONTROLLED, CEMENT CASE, MAXIMUM LATCHGUARDS: PUSH PULL P-751 A B5 EXTERIOR DOOR W3 3-5/8" METAL STUD NESTED IN 362S125-43 12 24'-2" 19'-2" 16'-9" 21'-1" 16'-9" 14'-8" 18'-10" 15'-3" 13'-4" BUTT HINGES 450 T88 METAL TRACK 362S125-43 16 21'-11" 17'-5" 15'-3" 18'-10" 15'-3" 13'-4" 16'-4" 13'-10" 12'-1" DEGREE DEAD STOP PERMITTED BY TRIM OR ADJACENT 1. IVES LG SERIES OR APPROVED EQUAL FOR SINGLE OUTSWING EXTERIOR DOORS. 362S125-43 24 18'-10" 15'-3" 13'-4" 15'-4" 13'-4" 11'-7" 13'-4" 12'-1" 10'-7" STOP W1276 CCS STRUCTURE. PROVIDE SPECIAL PINS, FLOOR PANS, AND LONER CLOSER 8581 BF 5/8" TYPE 'X' GYP. BD. REFER TO INTERIOR 362S125-54 (50 KSI) 12 25'-10" 20'-6" 17'-11" 22'-7" 17'-11" 15'-8" 20'-6" 16'-3" 14'-2" SPINDLES TO ACCOMMODATE FLOOR AND JAMB CONDITIONS. 2. NGP SP139 SERIES ASTRAGAL OR APPROVED EQUAL FOR PAIRS DOOR FRAME PER SCHEDULE 362S125-54 (50 KSI) 16 23'-5" 18'-7" 16'-3" 20'-6" 16'-3" 14'-2" 18'-7" 14'-9" 12'-11" SEALS S88 BOTH SIDES OVER WALL LIMITING OF EXTERIOR HOLLOW METAL DOORS WITHOUT PANIC HARDWARE. 3-5/8" METAL STUDS HEIGHTS THIS SHEET F.R.T. WOOD BLOCKING AS 362S125-54 (50 KSI) 24 20'-6" 16'-3" 14'-2" 17'-11" 14'-2" 12'-5" 16'-3" 12'-11" 11'-3" 2. CONCEALED - OVERHEAD: LCN 2030 SERIES OR APPROVED EQUAL. LATCH GUARD LP2 a. CONCEALED IN TRACK BUMPERS WHERE SCHEDULED. THRESHOLD 200D FROM SLAB TO 6" FOR STUD SPECS REQ'D 362S125-68 (50 KSI) 12 27'-7" 21'-11" 19'-2" 24'-1" 19'-2" 16'-9" 21'-11" 17'-5" 15'-2" DOOR SHOE 216DV ABOVE CEILING U.N.O. 362S125-68 (50 KSI) 16 25'-1" 19'-11" 17'-5" 21'-11" 17'-5" 15'-2" 19'-11" 15'-10" 13'-10" 3. SURFACE: LCN 1461 SERIES OR APPROVED EQUAL. KEYING: VIEWER U698 BS6D FOR FINISHES 362S125-68 (50 KSI) 24 21'-11" 17'-5" 15'-2" 19'-2" 15'-2" 13'-3" 17'-5" 13'-10" 12'-1" a. PROVIDE "DS" DESIGNER SERIES COVERS AT ALL DOORS VISIBLE 1. MATCH BUILDING STANDARD OR AS DIRECTED BY OWNER AND ARCHITECT. EXIT DEVICE ADAMS RITE 8300 SERIES SEE ROOM FINISH PER DOOR SCHEDULE 400S125-18 12 14'-9"e 14'-9"e 13'-6"e 12'-1"e 12'-1"e 11'-9"e 10'-5"e 10'-5"e 10'-5"e BY THE PUBLIC. (STANDARD COVERS AT MAINTENANCE ROOMS). LATCH ADAMS RITE 4510 25 SCHEDULE 400S125-18 16 12'-10"e 12'-10"e 12'-3"e 10'-5"e 10'-5"e 10'-5"e 9'-1"e 9'-1"e 9'-1"e BOLTS: 7 TYPICAL HEAD DETAIL (JAMB SIM) 400S125-18 24 10'-5"e 10'-5"e 10'-5"e 8'-6"e 8'-6"e 8'-6"e 7'-5"e 7'-5"e 7'-5"e 4. MAX. EFFORT TO OPERATE DOORS 1. MANUAL FLUSH BOLTS: B6 REAR EXIT DOOR - INTERIOR WALL TYPE 2A - OMIT GYP.BD. ONE SIDE A2.0 1 1/2" = 1'-0" 400S125-27 12 19'-11" 17'-10" 15'-7" 16'-3" 15'-7" 13'-7" 14'-1" 14'-1" 12'-4" a. EXTERIOR DOORS - 5 LBS. a. IVES FB458 OR APPROVED EQUAL. BUTT HINGES 450 T88 W2A 400S125-27 16 17'-3" 16'-2" 14'-2" 14'-1" 14'-1" 12'-4" 12'-2" 12'-2" 11'-3" b. INTERIOR DOORS - 5 LBS. b. LENGTH TO SET AS FOLLOWS: STOP W1276 CCS 400S125-27 24 14'-1" 14'-1" 12'-4" 11'-6" 11'-6" 10'-9" 9'-11" 9'-11" 9'-10" c. FIRE RATED DOORS - 15 LBS. 1. BOTTOM BOLTS 12" CLOSER 8581 BF WALL TYPE 2 400S125-30 12 21'-5" 18'-5" 16'-1" 17'-6" 16'-1" 14'-0" 15'-2" 14'-7" 12'-9" 2. TOP BOLT 12" FOR DOORS TO 84" IN HEIGHT. SEALS S88 W2 400S125-30 16 18'-6" 16'-8" 14'-7" 15'-2" 14'-7" 12'-9" 13'-1" 13'-1" 11'-7" 5. A CLOSING DEVICE MUST BE USED ON ALL FIRE-RATED DOORS. 3. TOP BOLT 12" PLUS ADD 1" FOR EVERY ADDITIONAL INCH OF LATCH GUARD LP2 400S125-30 24 15'-2" 14'-7" 12'-9" 12'-4" 12'-4" 11'-2" 10'-8" 10'-8" 10'-1" DOOR HEIGHT OVER 84" VIEWER U698 BS6D 400S125-33 12 23'-2" 19'-0" 16'-7" 18'-11" 16'-7" 14'-6" 16'-4" 15'-1" 13'-2" STOPS: c. DO NOT USE AT ANY ROOMS NORMALLY OCCUPIED BY PEOPLE. EXIT DEVICE ADAMS RITE 8300 SERIES 400S125-33 16 20'-0" 17'-3" 15'-1" 16'-4" 15'-1" 13'-2" 14'-2" 13'-9" 12'-0" REFER TO INTERIOR 1. IVES WS407 / FS436 SERIES DOOR STOPS: LATCH ADAMS RITE 4510 25 5/8" TYPE 'X' GYP. BD. EXISTING WALL 400S125-33 24 16'-4" 15'-1" 13'-2" 13'-4" 13'-2" 11'-6" 11'-7" 11'-7" 10'-6" WALL LIMITING a. WS407 CVX/CCV WALL STOP OR APPROVED EQUAL, TYPICAL. 2. AUTOMATIC FLUSH BOLTS. OVER 2 1/2" METAL HEIGHTS THIS SHEET TO REMAIN 400S125-43 12 26'-1" 20'-9" 18'-1" 22'-10" 18'-1" 15'-10" 19'-11" 16'-5" 14'-4" b. FS436 / R435 DOME FLOOR STOP (SIZE BASE TO FIT) OR a. IVES FB30 OR APPROVED EQUAL FOR HOLLOW METAL DOORS STUDS FROM SLAB TO FOR STUD SPECS 400S125-43 16 23'-9" 18'-10" 16'-5" 19'-11" 16'-5" 14'-4" 17'-3" 14'-11" 13'-1" APPROVED EQUAL - WHERE WALL STOP WILL NOT WORK. b. IVES FB40 OR APPROVED EQUAL FOR WOOD DOORS. 6" ABOVE CEILING U.N.O. " 400S125-43 24 19'-11" 16'-5" 14'-4" 16'-3" 14'-4" 12'-7" 14'-1" 13'-1" 11'-5" c. WHERE WALL OR FLOOR STOPS WILL NOT WORK PROVIDE AN c. AUTOMATIC FLUSH BOLTS MUST BE USED AT ALL PAIRS OF FIRE EXISTING DEMISING/ 5 3 8 " 400S125-54 (50 KSI) 12 27'-11" 22'-2" 19'-4" 24'-5" 19'-4" 16'-11" 22'-2" 17'-7" 15'-4" OVERHEAD STOP OR SPRING "CUSH" ARM ON THE CLOSER. RATED DOORS. EXTERIOR WALL TO 1 7 4 400S125-54 (50 KSI) 16 25'-4" 20'-2" 17'-7" 22'-2" 17'-7" 15'-4" 20'-2" 16'-0" 13'-11" FOR FINISHES REMAIN PATCH AND " 400S125-54 (50 KSI) 24 22'-2" 17'-7" 15'-4" 19'-4" 15'-4" 13'-5" 17'-7" 13'-11" 12'-2" SEE ROOM FINISH REPAIR AND MAINTAIN 5 3 8 400S125-68 (50 KSI) 12 29'-10" 23'-8" 20'-8" 26'-1" 20'-8" 18'-1" 23'-8" 18'-10" 16'-5" DOOR ELEVATIONS DOOR NOTES SCHEDULE EXISTING FIRE RATING 400S125-68 (50 KSI) 16 27'-2" 21'-6" 18'-10" 23'-8" 18'-10" 16'-5" 21'-6" 17'-1" 14'-11" 400S125-68 (50 KSI) 24 23'-8" 18'-10" 16'-5" 20'-8" 16'-5" 14'-4" 18'-10" 14'-11" 13'-0" TENANT SIDE ADJACENT TENANT/ 5/8" GYP. BD. 1. REFER TO THE PARTITION PLAN AND SPECIFICATIONS (IF PROVIDED) FOR EXTERIOR SIDE 600S125-27 12 24'-10"e 24'-4"e 21'-3"e 20'-4"e 20'-4"e 18'-7"e 17'-7"e 17'-7"e 16'-10"e SEE SCHED. ADDITIONAL INFORMATION. W1A WALL TYPE 1A METAL CORNER BEAD 600S125-27 16 21'-6"e 21'-6"e 19'-4"e 17'-7"e 17'-7"e 16'-10"e 15'-3"e 15'-3"e 15'-3"e 2" VARIES 2" 5/8" TYPE 'X' GYP. BD. ON METAL 600S125-27 24 17'-7"e 17'-7"e 16'-10"e 14'-4"e 14'-4"e 14'-4"e 12'-5"e 12'-5"e 12'-5"e SEE SCHED. SEE SCHED. 2. ALL DOORS AND FRAMES TO BE PAINTED WITH SEMI-GLOSS PAINT TO SEE SCHED MATCH ADJACENT WALL COLOR. EXISTING DEMISING/ STUDS OR PARTITION FRAMING, 600S125-30 12 26'-10" 25'-2" 22'-0" 21'-11" 21'-11" 19'-3" 18'-11" 18'-11" 17'-6" 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: "THIS DOOR SEE WALL STUD LIMITING HEIGHTS 600S125-30 16 23'-3" 22'-11" 20'-0" 18'-11" 18'-11" 17'-6" 16'-5" 16'-5" 15'-10" 2" TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." EXTERIOR WALL TO REMAIN TABLE AND REFERENCED DETAILS 600S125-30 24 18'-11" 18'-11" 17'-6" 15'-6" 15'-6" 15'-3" 13'-5"e 13'-5"e 13'-5"e PATCH AND REPAIR AND 4. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE SHEET A2.0 600S125-33 12 29'-0" 26'-2" 22'-10" 23'-8" 22'-10" 19'-11" 20'-6" 20'-6" 18'-1" SEE DETAIL MAINTAIN ANY EXISTING FIRE 600S125-33 16 25'-2" 23'-9" 20'-9" 20'-6" 20'-6" 18'-1" 17'-9" 17'-9" 16'-6" FINISH FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH 7/A2.0 FOR AS DEADBOLTS, KEYHOLES, ETC.) ARE TO BE CENTERED BETWEEN 34" RATING (V.I.F.) 600S125-33 24 20'-6" 20'-6" 18'-1" 16'-9" 16'-9" 15'-10" 14'-6" 14'-6" 14'-5" TYP. HEAD AND 44" ABOVE FINISH FLOOR. IF EXISTING BUILDING STANDARD EXISTS, FOR FINISHES 600S125-43 12 35'-6" 28'-9" 25'-1" 29'-0" 25'-1" 21'-11" 25'-1" 22'-10" 19'-11" CONDITION 600S125-43 16 30'-9" 26'-1" 22'-10" 25'-1" 22'-10" 19'-11" 21'-9" 20'-9" 18'-1" MATCH BUILDING STANDARD AND CONFIRM COMPLIANCE WITH SEE ROOM FINISH ACCESSIBILITY REQUIREMENTS. SCHEDULE 6 WALL CONNECTION AT DEMISING 600S125-43 24 25'-1" 22'-10" 19'-11" 20'-6" 19'-11" 17'-5" 17'-9" 17'-9" 15'-10" VARIES SEE SCHEDULE 5. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL A2.0 1 1/2" = 1'-0" 600S125-54 (50 KSI) 12 38'-9" 30'-9" 26'-10" 33'-10" 26'-10" 23'-6" 30'-9" 24'-5" 21'-4" SEE SCHEDULE SEE SCHEDULE NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. TENANT SIDE ADJACENT TENANT/ 600S125-54 (50 KSI) 16 35'-3" 27'-11" 24'-5" 30'-9" 24'-5" 21'-4" 27'-11" 22'-2" 19'-5" 6. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED EXTERIOR SIDE 600S125-54 (50 KSI) 24 30'-9" 24'-5" 21'-4" 26'-10" 21'-4" 18'-8" 24'-1" 19'-5" 16'-11" VERIFY W/ DOOR SCHED. AGENCY SHOWING THE SPECIFIC RATING. WALL TYPE 1 EXISTING STEEL COLUMN TO 600S125-68 (50 KSI) 12 41'-7" 33'-0" 28'-10" 36'-4" 28'-10" 25'-2" 33'-0" 26'-2" 22'-10" 10" 7. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE W1 CL 600S125-68 (50 KSI) 16 37'-9" 30'-0" 26'-2" 33'-0" 26'-2" 22'-10" 30'-0" 23'-9" 20'-9" REMAIN 600S125-68 (50 KSI) 24 33'-0" 26'-2" 22'-10" 28'-10" 22'-10" 20'-0" 26'-2" 20'-9" 18'-2" OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 800S125-43 12 40'-11" 36'-1" 31'-6" 33'-5" 31'-6" 27'-6" 28'-11" 28'-8" 25'-0" A SOLID CORE WOOD B ALUMINUM STOREFRONT DOOR C HOLLOW METAL 1 HOLLOW METAL FRAME 2 WALL TYPES 800S125-43 16 35'-5" 32'-9" 28'-8" 28'-11" 28'-8" 25'-0" 25'-1" 25'-1" 22'-9" 5/8" TYPE 'X' GYP. BD. ONE SIDE 800S125-43 24 28'-11" 28'-8" 25'-0" 23'-8" 23'-8" 21'-10" 20'-6" 20'-6" 19'-10" A2.0 1/2" = 1'-0" OVER 2 1/2" METAL STUDS (TYP. 800S125-54 (50 KSI) 12 48'-10" 38'-9" 33'-10" 42'-8" 33'-10" 29'-7" 38'-9" 30'-9" 26'-10" ALL SIDES) 800S125-54 (50 KSI) 16 44'-4" 35'-2" 30'-9" 38'-9" 30'-9" 26'-10" 34'-1" 27'-11" 24'-5" 800S125-54 (50 KSI) 24 38'-9" 30'-9" 26'-10" 32'-1" 26'-10" 23'-6" 27'-10" 24'-5" 21'-4" CL 800S125-68 (50 KSI) 12 52'-10" 41'-11" 36'-8" 46'-2" 36'-8" 32'-0" 41'-11" 33'-4" 29'-1" 800S125-68 (50 KSI) 16 48'-0" 38'-1" 33'-4" 41'-11" 33'-4" 29'-1" 38'-1" 30'-3" 26'-5" INTERSECTING WALL WHERE 800S125-68 (50 KSI) 24 41'-11" 33'-4" 29'-1" 36'-8" 29'-1" 25'-5" 33'-3" 26'-5" 23'-1" 6'-2 5/8" 9'-11" 4 7/8" 51'-5" OCCURS NOTES: NOTE: 1. FIVE POUNDS PER SQUARE FOOT (PSF ), 7.5 PSF, AND 10 PSF LOADS HAVE NOT BEEN REDUCED FOR STRENGTH OR DEFLECTION CHECKS; FULL LATERAL LOAD IS APPLIED 2. LIMITING HEOGHTS ARE BASED ON STEEL PROPERTIES ONLY (NON-COMPOSITE WITHOUT THE CONTRIBUTION OF SHEATHING TO STRENGTH AND STIFFNESS OF THE ASSEMBLY. DIMENSIONS OF COLUMN FURRING IN A PROPERLY FASTENED SHEATHING IS STILL REQUIRED FOR MEMBERS TO BE CONSIDERED FULLY BRACED. BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 COMMON AREA ARE TO BE EQUAL 3. WEB CRIPPLING CHECK BASED ON 1" END BEARING. 4. STUDS ARE ASSUMED TO BE ADEQUATELY BRACED AT MAXIMUM SPACING OF Lu TO DEVELOP FULL ALLOWABLE MOMENT. DIMENSIONS AND EDGES ALIGNED, U.N.O. 5. "e" = WEB STIFFENERS REQUIRED AT ENDS. 6" FINISH CORNER 'L' BEAD, TAPE & FINISH SMOOTH FOR PAINT PARTITION PLAN GENERAL NOTES - - - - 1'-2 1/8" Date W3 7 W3 5 NON-RATED COLUMN FURRING A2.0 3'-0" 1. VERIFY DIMENSION WITH MILLWORKER PRIOR TO FRAMING. W3 101 DOOR A2.0 1 1/2" = 1'-0" 8 11 TYP. 2. G.C. TO CHALK ALL PARTITIONS & REVIEW WITH REGIONAL MANAGER PRIOR TO FRAMING. 13 5 6 7 3. INSTALL KNOX BOX IF NOT ALREADY EXISTING, HEIGHT AND LOCATION AS REQUIRED BY FIRE DEPARTMENT. 9 TOP OF TRACK SECURED BRACE TO STRUCTURE, 4. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO WALL BRACE W/2 #8 ALTERNATE SIDES. USE TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL 103 SHEET METAL SCREWS METAL STUDS AT 8'-0" EXISTING STORAGE 4 O.C. MAX., MATCH WALL 5. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY 11'-3 1/8" (V.I.F.) 12 STUD SIZE & GAUGE (3 101 A2.0 5/8" TYPE 'X' GYP. VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT - - - - 15 17 14 RETAIL 5/8" 20 GA. MIN.) PROVIDE STANDARDS. OVER METAL TYP. 8 BENT LEG & FASTEN TO 100 STUDS, SEE METAL 7 10 A5.0 TOP TRACK. MAXIMUM 1 9 7 STUD TABLE FOR A5.0 W1 SIZE & SPACING LENGTH OF BRACE 25'-0" PARTITION PLAN KEY NOTES Description 3 A5.0 A5.0 1 2 3 10 6 20'-4 1/8" (V.I.F.) 21'-1 3/8" (V.I.F.) A2.0 16'-9" A5.0 AS NEEDED 15 17 INSULATION WHERE 1 IF EXISTING COLUMNS ARE LOCATED IN SALES AREA COLUMNS TO BE FURRED WITH METAL STUDS & (1) LAYER 5/8" GYP. TYP. OCCURS, SEE WALL BOARD TO 6" ABOVE CEILING. SIZE OF COLUMN FURRING TO BE CONSISTENT AND ALIGN WITH OTHERS. SEE DETAIL 5/A2.0 102 LEGEND THIS SHEET 6" TYP W5 W2 (INTERIOR FINISH TO INTERIOR FINISH) EXISTING (LEASE LINE TO LEASE LINE) 2 PROVIDE BACKING SUPPORT BEHIND WALL-MOUNTED EQUIPMENT AND FIXTURES. SEE SHEET A4.0 FOR FIXTURE LOCATIONS AND BLOCKING LEGEND. ACCESSIBLE W2 10 SUSPENDED TOILET 3 PROVIDE LEVEL FLOOR FOR LEVEL INSTALLATION OF MILLWORK AND FLOOR FINISHES. SEE STRUCTURAL DRAWINGS FOR A5.0 ACOUSTICAL CEILING CEILING WALL ANGLE - - - - 102 100 (TYP.), SEE RCP FRAMING AND CONNECTION DETAILS. (TYP.) 4 USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED. No. EXISTING W5 14 PROVIDE WATERPROOF MEMBRANE AT ALL AREAS WHEN THEY ARE ABOVE OTHER SPACES. 7'-7 3/4" (V.I.F.) 6 4 7 W1 A2.0 W1A W1 W1A 5 PROVIDE FIRE EXTINGUISHER BY POTTIER-ROEMER. EXTINGUISHER TO BE #3005, 2A:10B:C. 10 16 SIM. 5 6 7 3 1/8" Preliminary Issue: - 4 TYPICAL WALL AND CEILING DETAIL 6 LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION Bid Issue: 11/04/2025 A2.0 1 1/2" = 1'-0" WITH FIRE DEPARTMENT PRIOR TO ORDERING. Landlord Issue: 11/04/2025 7 PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS,BRACING, BACK-UP PLATES AND/OR SUPPORTING Permit Issue: 11/04/2025 5/8" TYPE 'X' GYPSUM BOARD BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL-MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. EACH SIDE OVER METAL STUDS, VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR Construction Issue: - SEE METAL STUD TABLE FOR ARCHITECT'S APPROVAL. SEE DETAIL 8/A2.0. SIZE & SPACING 5'-9 1/8" (V.I.F.) 9'-11 1/2" 4 7/8" 51'-5" 8 ELECTRONIC EQUIPMENT TO BE PROVIDED BY TENANT'S VENDORS. PARTITION EXISTING INSULATION WHERE OCCURS, SEE WALL 9 ELECTRICAL EQUIPMENT. SEE ELECTRICAL. 69'-11 3/4" (V.I.F.) LEGEND THIS SHEET PLAN EXISTING (LEASE LINE TO LEASE LINE) 10 PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH WALL BASE PER ROOM PLANS & FINISH LEGEND. FINISH SCHEDULE 11 (2) SERVER RACKS. MOUNT ONE ABOVE THE OTHER ON 3/4" FRP PLYWOOD PAINTED TO MATCH ADJACENT WALL. 1 PARTITION PLAN FINISH FLOOR 12 EXISTING GLAZING AND STOREFRONT FRAME TO REMAIN - CLEAN TO "LIKE NEW" CONDITION. A2.0 Comm. Number 81-2185 1/4" = 1'-0" BOTTOM TRACK WITH 13 "EXIT ROUTE" TACTILE SIGNAGE REQUIRED AT ALL EXIT ROUTES. SEE SHEET A0.2 FOR REQUIREMENTS. WALL LEGEND POWER-DRIVEN FASTENERS Date 11/04/25 AT 16" O.C. MAX. ICC-ESR-1752 14 "EXIT" TACTILE SIGNAGE REQUIRED AT ALL EXITS. SEE SHEET A0.2 FOR REQUIREMENTS. Drawn By RFV DOOR CLEARANCES FOR ACCESSIBILITY: CLEAR FLOOR SPACE: EXISTING CONSTRUCTION TO REMAIN 3 TYPICAL WALL - BASE DETAIL 15 EXIT DOORS - T.G.C. SHALL ENSURE STOOP, THRESHOLD AND ALL CODE REQUIRED ELEMENTS COMPLY WITH ADA THE DASHED RECTANGLES AT DOORS INDICATE CLEAR FLOOR SPACE NEEDED CLEAR FLOOR SPACE DIMENSIONS ARE FROM FACE OF FINAL FINISH MATERIAL A2.0 REQUIREMENTS AND MEET ALL LOCAL, STATE, AND NATIONAL CODES FOR ACCESSIBILITY AND EGRESS. FULL HEIGHT PARTITION TO 6" ABOVE CEILING U.N.O. 1 1/2" = 1'-0" Checked By RFV FOR A HANDICAPPED PERSON TO MANEUVER. NO OBJECTS (WALLS, FIXTURES, WHICH INCLUDES ANY PROJECTING FINISHES SUCH AS: CASING, FLOOR BASE 16 G.C. SHALL VERIFY EXISTING CONDITION OF FRP PANELS. REPLACE DAMAGED AREAS AS REQUIRED. (V.I.F.) ETC.) ARE TO BE PLACED WITHIN THE DASHED RECTANGLES. SEE SHEET A0.2 MATERIAL, CORNER GUARDS, ETC. BEYOND THE FINISH WALL. VERIFY WALL FULL HEIGHT PARTITION TO 6" ABOVE CEILING FOR ADDITIONAL INFORMATION. TYPES AND WALL FINISHES TO MAINTAIN PROPER CLEARANCES. WITH SOUND BATT INSULATION U.N.O. 17 GC TO VERIFY EXISTING CONDITION OF THRESHOLD AND EXTERIOR LANDING AND IF REQUIRED TO BRING EXISTING THRESHOLD AND LANDING AT SIDEWALK AND STORE SIDE INTO COMPLIANCE TO MEET ALL LOCAL AND NATIONAL A2.0 Copyright 2025 Robert F. Vanney Architect CODES AND ADA STANDARDS FOR ACCESSIBILITY AND EGRESS REFLECTED CEILING PLAN GENERAL NOTES ROBERT F. 1. FIELD VERIFY CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. VANNEY 2. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC. AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. ARCHITECT 3. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. PERIMETER CLOSURE (MOLDING) WIDTH MUST BE A MINIMUM OF 2". 4. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE THE GRID MUST BE CONNECTED TO THE PERIMETER LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM EXISTING CEILING NOTE: 149 THOMPSON AVE. EAST, STE. 112 ON TWO ADJACENT SIDES. BOARD CEILINGS WITHOUT PRIOR APPROVAL BY OWNER. G.C. SHALL INSPECT ALL EXISTING ACOUSTICAL WEST SAINT PAUL, MINNESOTA 55118 A MINIMUM CLEARANCE OF 3/4" MUST BE MAINTAINED CEILING TILE & CEILING GRID FOR DAMAGE, MARS, 5. SPRINKLER HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. 651. 222. 4642 FAX. 651. 222. 3034 ON TWO, UNATTACHED ADJACENT SIDES. ETC... G.C. SHALL REPLACE ALL DAMAGED AC PERIMETER RUNNERS MUST BE SUPPORTED BY TILE & CEILING GRID TO MATCH EXISTING 6. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, VERTICAL HANGER WIRES NOT MORE THAN 8" FROM FIRE SPRINKLERS, ETC. IN CENTER OF 24"X24" SECTION OF SECOND LOOK CEILING TILES. THE WALL. 7. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. UNATTACHED PERIMETER RUNNER ENDS MUST BE TIED TOGETHER TO PREVENT SPREADING. 8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. MEMBER DEPTH: (EXAMPLE: 6" = 600 X 1/100 INCHES) 9. EMERGENCY LIGHTING SHALL HAVE (2) SEPARATE SOURCES OF POWER & SHALL COMPLY WITH ALL MEMBER DEPTHS ARE TAKEN IN 1/100 FLANGE WIDTH: THE NEC. INCHES. (EXAMPLE: 1 5/8" = 1.625" ~ 162 X FOR ALL "T" SECTIONS MEMBER DEPTH IS THE 1/100 INCHES) ALL FLANGE WIDTHS 10. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS & INSIDE ARE TAKEN IN 1/100 INCHES. OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. DIMENSION. VARIOUS LOCATIONS OF SPACER BAR OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING 11. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN 600 S 162 54 APART. DIRECT CONTACT WITH INSULATION. STYLE: MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION = S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL = 1/1000 12. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES & SHALL BE THE FOUR ALPHA CHARCTERS UTILZED BY IN.) MATERIAL THICKNESS IN MILS. MINIMUM CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE THE DESIGNATOR SYSTEM ARE: BASE METAL THICKNESS REPRESENTS 95% OF GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT THE DESIGN THICKNESS. LESS THAN 90 MINS. S = STUD OR JOIST, T = TRACK, U = CHANNEL F = FURRING 13. INSTALL SUSPENDED CEILING GRID PER DETAIL 3/A3.0, TYP. CEILING SPAN TABLE NOTES: 1. VALUES ARE FOR SINGLE SPANS. 2. ALLOWABLE CEILING SPANE CALCULATIONS BASED ON 33KSI YEILD STRENGTH STEEL. 3. FOR FULLY BRACED CEILINGS, USE MID-SPAN BRACED VALUES. 4. END BEARING LENGTH = 1" MINIMUM. 5 PERIMETER GRID DETAILS 4 PSF A3.0 A3.0 LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID-SPAN REFLECTED CEILING PLAN JOIST SPACING (IN.) O.C. JOIST SPACING (IN.) O.C. SECTION: (MIL.) 12" 16" 24" 12" 16" 24" KEYNOTESKEYNOTES 250S137 33 11'-9" 10'-10" 9'-9" 14'-11" 13'-6" 11'-10" 250S137 43 13'-2" 12'-1" 10'-9" 16'-2" 14'-8" 12'-10" 1 ALL FIRE SPRINKLERS TO BE SEMI-RECCESSED. COLOR: WHITE - SPRINKLER HEADS TO BE BRACING WIRE: LATERAL FORCE BRACING ASSEMBLY: WHITE. AVOID STROBES IN SOFFITS. CENTER SPRINKLER HEAD IN 24" X 24" SECTION OF TWO (2) NO. 12 GAUGE WIRES MUST BE 12 GA. SPLAYED @ 45 DEG. IN SAME PLANE - SHALL CONSIST OF A COMPRESSION STRUT AND (4) NO. 12 GA. 250S162 33 13'-5" 12'-5" 11'-1" 15'-8" 14'-2" 12'-5" SECURED FROM LIGHT & MECHANICAL AS MAIN RUNNER (SPLAYED WIRES TO BE BRACING WIRES SPLAYED 90 DEGREES FROM EACH OTHER AT AN SECOND LOOK CEILING TILE. FOUR (4) NO. 12 GAUGE WIRES 250S162 43 14'-11" 13'-9" 12'-3" 17-0" 15'-5" 13'-6" FIXTURES AT OPPOSING CORNERS ALONG THE 90 DEG. FROM EACH OTHER) W/ 4 TIGHT ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE MUST BE ATTACHED TO THE 2 ALL LIGHT FIXTURES ATTACHED TO CEILING GRID MUST ALSO BE INDEPENDENTLY SUPPORTED. FIXTURES DIAGONAL. WIRES MAY BE SLACK TURNS MIN. IN 1 1/2" (TYP.) CEILING. THE WIRES SHALL BE SECURED TO THE MAIN RUNNERS 350S137 33 12'-9" 11'-9" 10'-6" 18'-1" 16'-9" 15'-0" GRID MEMBERS WITHIN 3" OF EA. SEE DETAIL 4/A3.0 WITHIN 2 INCHES OF THE CROSS-RUNNER INTERSECTION. CORNER OF EA. FIXTURE WHEN NOTE: 350S137 43 14'-1" 13'-0" 11'-7" 19'-10" 18'-4" 16'-4" INTERMEDIATE CEILING 3 CEILING MOUNTED DATA A. ONLY HEAVY DUTY MAIN TEES AS DEFINED - SHALL BE SPACED AT MAX. 12'-0" O.C. IN BOTH DIRECTIONS WITH SYSTEMS ARE USED 350S162 33 14'-6" 13'-5" 12'-0" 20'-3" 18'-5" 16'-1" BY ASTM C635 SHALL BE USED AS MAIN THE FIRST POINT WITHIN 6'-0" FROM EACH SURROUNDING WALL. 4 NOT USED RUNNERS. 350S162 43 16'-0" 14'-9" 13'-2" 22'-0" 20'-0" 17'-6" - SHALL ALSO BE PROVIDED AT THE EDGES OF ANY VERTICAL 5 EXISTING GYP. BD. CEILING TO REMAIN. EXTEND CEILING AS SHOWN. - PAINT P-2 B. WIDTH OF THE PERIMETER SUPPORTING CEILING OFFSETS. 362S137 33 12'-10" 11'-11" 10'-7" 18'-3" 16'-11" 15'-2" CLOSURE ANGLE SHALL BE NOT LESS THAN 2". 45° 6 EXISTING LIGHT FIXTURE. VERIFY FUNCTIONALITY. REPLACE/REPAIR/RELAMP AS REQ'D. 362S137 43 14'-3" 13'-1" 11'-8" 20'-0" 18'-6" 16'-6" C. SEPARATE ALL CEILING HANGER WIRES AT HANGER WIRE: 362S162 33 14'-8" 13'-6" 12'-1" 20'-9" 18'-11" 16'-6" LEAST 6 INCHES FROM ALL UN-BRACED 12 GA. HANGER WIRES SHALL NOT HANG MORE THAN 1:6 OUT OF PLUMB UNLESS COUNTER-SLOPING WIRES ARE PROVIDED. THE 362S162 43 16'-1" 14'-10" 13'-3" 22'-7" 20'-7" 17'-11" DUCTS, PIPES, CONDUIT, ETC. WIRE LOOPS OF HANGER WIRES SHALL BE TIGHTLY WRAPPED 400S137 33 13'-2" 12'-2" 10'-11" 18'-9" 17'-4" 15'-6" D. THE OTHER END IN EACH HORIZ. DIRECTION AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR SHALL HAVE 3/4" CLEARANCE FROM THE WALL ROTATION OF THE MEMBER WITHIN THE LOOPS. THE WIRE MUST 400S137 43 14'-7" 13'-5" 12'-0" 20'-6" 18'-11" 17'-9" AND SHALL REST UPON AND BE FREE TO BE WRAPPED AROUND ITSELF A MIN. OF 3 FULL TURNS WITHIN 3 400S162 33 15'-0" 13'-10" 12'-5" 21'-4" 19'-10" 16'-1" SLIDE ON A CLOSURE ANGLE OR A LISTED INCHES. (TYP.) ASSEMBLY. 400S162 43 16'-6" 15'-3" 13'-7" 23'-4" 21'-7" 19'-4" *PERIMETER HANGERS: 550S137 33 14'-6" 13'-5" 12'-0" 20'-10" 19'-4" 17'-5" SPRINKLER HEADS AND OTHER THE TERMINAL ENDS OF EACH CROSS PENETRATIONS SHALL HAVE A 2" OVERSIZE RUNNER AND MAIN RUNNER SHALL BE 550S137 43 15'-10" 14'-7" 13'-1" 20'-0" 18'-6" 16'-6" RING, SLEEVE, OR ADAPTER THROUGH THE SUPPORTED INDEPENDENTLY A MAXIMUM LIGHT FIXTURE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF 8" FROM EACH WALL OR CEILING 550S162 33 16'-6" 15'-3" 13'-8" 23'-9" 22'-0" 19'-10" (LESS THAN 56 LBS) OF AT LEAST 1" IN ALL HORIZ. DIRECTIONS. 2" MAX DISCONTINUITY WITH NO. 12 GA. WIRE. 550S162 43 17'-11" 16'-7" 14'-10" 25'-7" 23'-9" 21'-4" *CABLE TRAYS AND ELECTRICAL CONDUITS 600S137 33 14'-10" 13'-9" 12'-4" 21'-4" 19'-10" 17'-10" PROVIDE MINIMUM OF 2 SCREWS AT SUSPENDED CEILING GRID SHALL BE SUPPORTED AND BRACED OPPOSITE CORNERS OF SUPPORT INDEPENDENTLY OF THE CEILING. CROSS RUNNER 600S137 43 16'-2" 14'-11" 13'-5" 23'-1" 21'-4" 19'-2" WIRES, OR SCREW ON T-BAR SAFETY CLIPS AT SIDES OR ENDS 600S162 33 16'-10" 15'-8" 14'-1" 23'-1" 22'-7" 20'-4" *MECHANICAL SERVICES OR TERMINALS SPLICE LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM 600S162 43 18'-4" 17'-0" 15'-3" 26'-3" 24'-4" 21'-10" WEIGHING LESS THAN 20 LBS SHALL BE ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING POSITIVELY ATTACHED TO THE CEILING MAIN RUNNER RESTRAINTS FOR HORIZ. FORCES. BRACING WIRES MUST BE ATTACHED TO THE SUSPENSION MAIN RUNNERS OR TO CROSS NOTE: ALL STUD INFORMATION IS BASED ON GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A RUNNERS THAT HAVE THE SAME CARRYING CEMCO ICC ES ESR-3016 DESIGN LOAD OF NOT LESS THAT 200 LBS OR THE ACTUAL LOADS,, SAFETY CAPACITY AS THE MAIN RUNNERS FACTOR OF 2 4 LIGHT FIXTURE AT SUSPENDED CEILING 3 SUSPENDED ACOUSTICAL CEILING 2 ALLOWABLE CEILING SPANS - L/240 A3.0 6" = 1'-0" A3.0 3" = 1'-0" A3.0 12" = 1'-0" BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 LIGHTING LEGEND - - - - Date CEILING MOUNTED EXIT SIGN WITH RED LETTER IN CLEAR BACKGROUND - BEST LIGHTING PRODUCTS - REF. ELXTEU-1-R-C-A-EM EQ. 2'X4' LAY-IN LED LIGHT FIXTURE MANF. - SEE ELECTRICAL DRAWINGS 5 - - - - A3.0 TYP. 2'X4' ARMSTRONG PRODUCT DUNE (ITEM 2712) ACOUSTICAL TILE WITH TEGULAR EDGE IN WHITE Description -SET WITHIN PRELUDE ML EXPOSED "T"-GRID NEW GRID AND TILES INTERNALLY ILLUMINATED STORAGE EXTERIOR SIGNAGE - SEE SHT. 2x4 ACT 2'-0" A5.0 FOR ADD'L INFORMATION 10'-0" AFF 101 1 2 RETAIL 5/8" TYPE "X" GYPSUM BOARD CEILING 3 3 5'-9 1/4" (V.I.F.) 1'-0" 100 - - - - 10 No. EXISTING 1 2 A5.0 ACCESSIBLE 4'-0" UNISEX TOILET 4" ROUND RECESSED DOWN LIGHT 3 Preliminary Issue: - 102 - SEE ELECTRICAL DRAWINGS START FULL TILE 4'-0" DIRECTION 2'-7 3/4" AT STOREFRONT SOFFIT Bid Issue: 11/04/2025 5 6 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 EXISTING EX Construction Issue: - GYP BD 8'-0" AFF (V.I.F.) 1'-4" EQ. REFLECTED PAINT - P2 CEILING PLAN NEW GYP BD NEW GRID AND TILES GYP BD 2x4 ACT 8'-0" AFF (V.I.F.) 10'-0" AFF Comm. Number 81-2185 PAINT - P2 Date 11/04/25 Drawn By RFV 1 REFLECTED CEILING PLAN A3.0 1/4" = 1'-0" Checked By RFV A3.0 Copyright 2025 Robert F. Vanney Architect BLOCKING LEGEND - SALES WALL FIXTURES FINISH MATERIAL LEGEND MILLWORK GENERAL NOTES MARK ITEM MANUFACTURER COLOR / NO. FINISH CLASSIFICATION COMMENTS STRUCTURAL DETAILS FOR SEISMIC ATTACHMENT 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY ROBERT F. SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY VCT 1 TILE TANDUS CENTIVA US LLC 557 SHOOTING STAR POLISH - VCT: CLASS I 12"X12" TILES, TYP. THROUGHOUT B.O.H. AREA (U.N.O.) PROVIDE ARMSTRONG S-480 COMMERCIAL FLOOR POLISH. OVERRIDE ARCHITECTURAL STANDARDS SHOWN HERE. CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR TO ORDERING SEE NOTE POLISH: CLS I INSTALL PER MFR. RECOMMENDATIONS. PRODUCTS. PROVIDE 6" HIGH 16 GA PROVIDE 6" HIGH 16 GA VANNEY LVT 1 TILE SHAW INDUSTRIES, INC. SHAW BRANCHING OUT CORETEC 4308V N/A CLASS I 7" X 48" PLANKS, 12 MIL THICK. INSTALL OVER MB-1 METAL BLOCKING STRAPPING METAL BLOCKING STRAPPING COLOR: PLAINS OAK 56250 2. CABINETMAKER TO COORDINATE AND VERIFY WITH CONTRACTOR FINAL LOCATION FOR CANTILEVERED FOR FIXTURE ATTACHMENT 11'-93" 8'-13" FOR FIXTURE ATTACHMENT 4 4 COUNTERS FOR IN-WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL 1 1 MB 1 MOISTURE SHAW INDUSTRIES, INC. SHAW POLY FILM MOISTURE BARRIER 146CA N/A N/A SHAW 6 MIL BLACK POLY FILM MOISTURE BARRIER 100 SF PER ROLL 46" X 315.96" INSTALLATION HEIGHTS FOR IN-WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES ARCHITECT 4'-102" 2'-1" 4'-102" 3'-2" 1'-10" 3'-2" COLOR: BLACK AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. BARRIER SHAW NSP LV370 FLAT TOP BASE 6" 6" B 1 BASEBOARD SHAW INDUSTRIES, INC. N/A CLASS B / I 4" HIGH, 1/4" THICK BASEBOARD, TYP. THROUGHOUT RETAIL AREA 3. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT / OWNER ON SHOP DRAWING COLOR: 00086 CHARCOAL SUBMITTALS OR BY LETTER. SHAW 168 CA COVE BASE 149 THOMPSON AVE. EAST, STE. 112 B 2 BASEBOARD SHAW INDUSTRIES, INC. N/A CLASS B / I 4" HIGH, 1/8" THICK BASEBOARD, TYP. AT TOILET ROOM & B.O.H. 4. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS AND LOWER CABINETS IN WET AREAS 2'-0" COLOR: 00005 GRANITE WEST SAINT PAUL, MINNESOTA 55118 TO HAVE MATCHING PVC EDGE, ALL OTHERS TO HAVE PLASTIC LAMINATE EDGE BANDING U.N.O.. B 2 ALT BASEBOARD JOHNSONITE #69 STERLING SILVER, DC-69-4 N/A CLASS B / I TRADITIONAL COVED 4" RUBBER BASEBOARD, TYP. AT TOILET ROOM & B.O.H. 651. 222. 4642 FAX. 651. 222. 3034 1'-9" 5. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, UNLESS APPROVED PRIOR TO PROVIDE FRT PLYWOOD EACH JOB. BLOCKING FOR TV MOUNT CPT-1 CARPET TILE SHAW INDUSTRIES, INC. SHAW WELCOME 11 5T031 24"X24" TILES, SEE PLAN FOR EXTENTS. GLUE DOWN WITH SHAW LOKWORX+ CARPET TILE ADHESIVE (1 GALLON) PROVIDE FRT PLYWOOD ENTRY MAT COLOR: EBONY 31500 6. ALL BASE CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS OR ELEVATIONS. 6'-11" BLOCKING FOR TV MOUNT 6'-11" EM 1 ENTRY MAT 3M NOMAD TERRA 8150,SLATE GRAY, REF: 70070974707 N/A CLASS I USED WITH '01BLACK' SUPER DUTY EDGING, REF: SDN220300 7. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE / POLYESTER OR APPROVED EQUAL, UNLESS " 1 4 TS-1 TRANSITION STRIP SHAW INDUSTRIES, INC. SHAW 268VS MICRO TRANSITION COLOR: ONYX 00595 N/A CLASS I USED AT CPT/LVT TRANSITIONS OTHERWISE SPECIFIED. 4'-1 TS-2 TRANSITION STRIP JOHNSONITE JOHNSONITE TRANSITION STRIP, CTA-48-J, .25X.25, 48 GREY USED AT VCT/LVT TRANSITIONS 8. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH EXTERIORS. TS-3 TRANSITION STRIP SCHLUTER SCHLUTER RENO-RAMP-K RETROFIT #AERPK125B65 ALUM. SATIN USED AT EXISTING TILE/VCT TRANSITIONS 9. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. ACT 1 CEILING TILE ARMSTRONG DUNE (ITEM 2712) WHITE N/A CLASS A 24"X48" TILE W/ TEGULAR EDGE WITHIN PRELUDE ML EXPOSED 'T' GRID 10. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. INTERNET BP-XR-22 & ENTERTAINMENT P 1 PAINT BENJAMIN MOORE AURA PAINT COVENTRY GRAY, HC-169 EGGSHELL N/A ULTRA SPEC SCUFF-X. TYP. THROUGHOUT SALES AREA & TOILET ROOMS (U.N.O.) MOBILE BP-XR-22 & NOW ZONE 11. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND BE ABLE TO ACCEPT METAL BP-XR-20 P 1 ALT PAINT ALTERNATE SHERWIN WILLIAMS MONORAIL SILVER (SW 7663) 233-C3 EGGSHELL N/A SCUFF TUFF INTERIOR WATER BASED ENAMEL HANGERS TO ACCEPT PENDAFLEX TYPE FILE FOLDERS, UNLESS NOTED AS LATERAL. P 2 PAINT BENJAMIN MOORE AURA PAINT CHANTILLY LACE, OC-65 EGGSHELL N/A ULTRA SPEC SCUFF-X. THROUGHOUT STORAGE AREA (U.N.O.) 12. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. COUNTER TOPS TO BE SCRIBED TIGHTLY TO P 2 ALT PAINT ALTERNATE SHERWIN WILLIAMS HIGH REFLECTIVE WHITE (SW 7757) 256-C1 EGGSHELL N/A SCUFF TUFF INTERIOR WATER BASED ENAMEL BACK AND SIDE WALLS. 4'-0" PROVIDE 6" HIGH 16 GA FRP 1 FRP MARLITE P 100 WHITE PEBBLED CLASS C 48" HIGH WALL PROTECTION PANEL FRP, TYP. IN RESTROOM & AT DRINKING FOUNTAIN LOCATION. 13. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE OF BASE, UNLESS OTHERWISE 7'-8" METAL BLOCKING SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR STRAPPING FOR CAULK OR CLEAR SILICONE. FIXTURE ATTACHMENT ROOM FINISH SCHEDULE 14. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, U.N.O.. 6" 15. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BANDING ON ALL DOORS TO 6" WALLS MATCH FACE MATERIAL. FLOOR BASE NORTH EAST SOUTH WEST CEILING 16. COUNTER TOPS SHALL HAVE A NOSING OF COUNTER TOP MATERIAL AT LEAST 3" DEEP, WHEREBY THE COUNTER 2'-8" MATERIAL EXTENDS INTO THE INSIDE OF THE CABINET, I.E. OVER THE DOOR (WHEN PRESENT). 2'-2" ROOM # ROOM NAME MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN HEIGHT REMARKS 17. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF THE INTERIOR CABINET SHALL BE FACED 6" 6" GLASS TO MATCH DOOR FRONTS. 100 RETAIL VINYL LVT 1 RUBBER B 1 P 1 GYP. BD. P 1 GYP. BD. P 1 GYP. BD. P 1 ACT 10'-0" GYP. BD. 18. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR (NOT CABINET). PROVIDE 6" HIGH 16 GA METAL BLOCKING STRAPPING 3 " 4 2'-2" FRP T.O. BASE TO 48" A.F.F AT MOP 19. ALL DRAWERS GUIDES SHALL BE FULL EXTENSION. FOR FIXTURE ATTACHMENT 3'-3 101 STORAGE VINYL VCT 1 RUBBER B 2 GYP. BD. P 2 GYP. BD. P 2 GYP. BD. P 2 GYP. BD. P 2 ACT 10'-0" SINK - SEE PLAN 20. ALL HINGES SHALL HAVE OPEN ±105°, EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES 6" WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL. 6" EXISTING FRP. GC SHALL VERIFY EXISTING FINISHES P 1 P 1 P 1 P 1 102 ACCESSIBLE TOILET VINYL VCT 1 RUBBER B 2 GYP. BD. GYP. BD. GYP. BD. GYP. BD. GYP. BD. P-2 8'-0" IN FIELD & WITH OWNER. UPGRADE/REPAIR/REPLACE 21. MILLWORK VENDOR TO ASSEMBLE AND INSTALL MILLWORK / FIXTURES. MAIN STAGE MERCH WALL FRP 1 FRP 1 FRP 1 FRP 1 AS REQUIRED. BP-XR-10.2 BP-XR-15 22. ALL MILLWORK IN RETAIL 100 TO BE PROVIDED BY COMCAST VENDOR, ASSEMBLED & INSTALLED. 23. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY COMCAST. 24. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/ MAINTENANCE SPECIFICATIONS OR BETTER, U.N.O.. LVT FLOORING INSTALLATION: 25. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT-IN FREE OF OVERLAPPING. NOTE: COORDINATE ALL SAW CUTTING CONCRETE SUBFLOOR SHALL BE SMOOTH, PERMANENTLY DRY, CLEAN, AND FREE OF ALL FOREIGN MATERIAL SUCH AS DUST, WAX, SOLVENTS, PAINT, GREASE, OILS, AND OLD AND CORE DRILLING WITH LANDLORD'S ADHESIVE RESIDUE. THE SURFACE MUST BE HARD AND DENSE, AND FREE FROM POWDER OR FLAKING. CONCRETE SLAB ON GRADE TO MATCH DEPTH OF 26. CONTRACTOR TO VERIFY CONDITIONS AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING ON SITE REP. PRIOR TO CONSTRUCTION 6 MIL POLY (46" WIDE ROLLS) UNDERLAYMENT LAID AND ADHERED AT SIDE SEAMS PRIOR TO THE FLOATING LVT INSTALLATION THROUGHOUT THE ENTIRE SALES FLOOR. EXISTING (V.I.F.) WITH #3 BARS AT 16" O.C. EACH AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL PREPARATION. START. LVT INSTALLATION DIRECTION IS PER INSTRUCTIONS ON THE FINISH PLAN IN THE SALES AREA. WAY AT MIDDLE DEPTH OF SLAB. DRILL AND FLOATING FLOOR REQUIRES AN EXPANSION GAP AT WALLS: ¼" GAP. DRILLED BOLT HOLES FOR ELECTRIC ACCESS AND FURNITURE LEGS TO BE SECURED THROUGH THE FLOOR EPOXY 6" INTO EXISTING SLAB 27. WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR SAW CUT AND SHOULD HAVE SIMILAR GAPS. HOLE AND INSTALL CARPET OVER TOP, DO NOT TRIM CARPET. REMOVE EXISTING ALUMINUM WINDOW L- BRACKETS TO BE USED FOR WINDOWS WITH DIRECT SUNLIGHT. TRIM PROVIDES ½" EXPANSION GAP. LOCATE CONDUIT ABOVE VAPOR BARRIER SLAB FOR TRENCH AS ADHESIVE IS USED FOR NON-FLOATING LVT IN DESIGNATED BACK OF HOUSE AREAS; NO UNDERLAYMENT USED IN THESE AREAS. 28. CONTRACTOR SHALL PROVIDE PRE-FORMED RUBBER BASE. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE REQUIRED ABOVE INSTRUCTIONS ARE FOR A QUICK REFERENCE TO INSTALLATION, PLEASE REFER TO THE VAPOR BARRIER TO MATCH EXISTING - CORNERS. COMPLETE INSTRUCTIONS LOCATED AT: https:/qmsview.shawinc.com/viewer/doc/4862 SEALED TO EXISTING V.B. TO MAINTAIN EXISTING SLAB ON INTEGRITY OF V.B. 29. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, INCLUDING SINK AREA AND AT GRADE AS OCCURS ALL UNDER-COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR. COMPACTED FILL AS REQUIRED 2021 INTERNATIONAL BUILDING CODE DOOR CLEARANCES FOR ACCESSIBILITY: LVT FLOORING AS 30. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB-FLOOR AS 803.1.2 INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723 SPECIFIED REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE THE DASHED RECTANGLES AT DOORS INDICATE CLEAR FLOOR SPACE NEEDED FOR A HANDICAPPED INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. BUILDING CODES. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR PERSON TO MANUEVER. NO OBJECTS (WALLS, FIXTURES, ETC.) ARE TO BE PLACED WITHIN THE DASHED TRANSITION STRIP FLAME SPREAD AND SMOKE-DEVELOPED INDEXES. RECTANGLES. SEE SHEET A0.2 FOR ADDITIONAL INFORMATION. AS SPECIFIED 31. WALL TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. CLASS A = FLAME SPREAD INDEX 0-25; SMOKE- DEVELOPMENT INDEX 0-450. PAINT TO BE A LOW VOC UNLESS (U.N.O.) HIGH TRAFFIC/ WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. CLASS B = FLAME SPREAD INDEX 26-75; SMOKE- DEVELOPMENT INDEX 0-450. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. CLEAR FLOOR SPACE: CLASS C = FLAME SPREAD INDEX 76-200; SMOKE- DEVELOPMENT INDEX 0-450. EXCEPTION: MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.1 AND AS INDICATED IN SECTIONS 32. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILING TO MATCH ADJACENT CLEAR FLOOR SPACE DIMENSIONS ARE FROM FACE OF FINAL FINISH MATERIAL WHICH INCLUDES ANY 803.1.3 THROUGH 803.13 PAINT COLOR AS SPECIFIED. PROJECTING FINISHES SUCH AS: CASING, FLOOR BASE MATERIAL, CORNER GUARDS, ETC. BEYOND THE FINIISH WALL. VERIFY WALL TYPES AND WALL FINISHES TO MAINTAIN PROPER CLEARANCES. FLOORING SUBSTRATE EXISTING 1' - 0" EXISTING FIXTURE PLAN KEY NOTES 2021 INTERNATIONAL BUILDING CODE TABLE 803.13 CONC. SLAB CONC. SLAB VCT FLOORING AS SPECIFIED (TYP.) ALL INTERIOR WALL AND CEILING FINISH REQUIREMENTS FOR "M" NOTE: OCCUPANCY (NON-SPRINKLERED) TO MEET OR EXCEED: 3' - 0" MAX. 1 PROVIDE BLOCKING SUPPORT BEHIND WALL-MOUNTED EQUIPMENT - SEE DTL 8/A2.0 - MINIMUM "A" LEVEL AT INTERIOR EXIT STAIRWAYS AND EXIT PASSAGEWAYS ALL DIMENSIONS ON THIS PLAN ARE FROM THE - MINIMUM "B" LEVEL AT CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPS FINISH FACE OF WALL OR FIXTURE U.N.O. 5 TRANSITION DETAIL (TS-2) 4 TRENCHING DETAIL 2 ALL MILLWORK IN RETAIL AREA TO BE PROVIDED BY COMCAST VENDOR. G.C. TO ASSEMBLE AND INSTALL. - MINIMUM "C" LEVEL AT ROOMS AND ENCLOSED SPACES. A4.0 A4.0 6" = 1'-0" 1 1/2" = 1'-0" 3 G.C. TO PROVIDE WORK COUNTER WITH BUILT-IN WALL BRACKETS. PROVIDE 2-1/2"Ø GROMMETS IN WORK COUNTER FOR POWER / DATA CABLE MANAGEMENT. MOUNT TOP OF COUNTER AT 2'-6" AFF. 4 G.C. TO PROVIDE BLOCKING FOR FIXTURE ATTACHMENT. COORDINATE WITH BLOCKING LEGEND THIS SHEET AND FIXTURE BOOK. BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 MAT EDGING ROLL- EDGEWOOD MATTING LTD., 5 PROVIDE LEVEL FLOOR IN RETAIL AREA FOR LEVEL INSTALLATION OF MILLWORK AND FLOOR FINISHES '01BLACK' SUPER DUTY EDGING AND CORNER GUARDS, REF: SDN220300 INSTALLED DIRECTLY 6 ELECTRONIC EQUIPMENT TO BE PROVIDED BY TENANTS VENDOR ON FLOOR SURFACE -TO BE INSTALLED IN - - - - COMBINATION WITH ENTRY MAT 7 (2) SERVER RACKS. MOUNT ONE ABOVE THE OTHER ON 3/4" FRP PLYWOOD PAINTED TO MATCH ADJACENT WALL. Date ENTRANCE MAT (EM1) - NOMAD TERRA 8150 8 PROVIDE SMOOTH TRANSITION BETWEEN LVT & VCT. NO VCT SHOULD BE VISIBLE FROM SALES FLOOR WHEN DOOR IS CLOSED - SEE 5/A4.0 SLATE GRAY MATTING FROM 3M, 3M REF: RETAIL AREA 700770974707 -TO BE USED IN FLOOR (LVT 1) 9 G.C. TO PROVIDE FRP PANELS IN THIS AREA - SEE ROOM FINISH SCHEDULE. 8'-0 1/2" 2'-3" 5'-0" 8'-1 3/4" 8'-2" 11'-9 3/4" 8'-0" MAX SLOPE COMBINATION WITH MAT EDGING ROLL ADA NOW ZONE MERCH. WALL INTERNET 1 10 SEE INTERIOR ELEVATION FOR FINISHES ON SHEET A5.0 POS 1" 4'-0" 4'-0" 1" 2 11 PROVIDE MECHO SHADES AT ALL EXTERIOR WINDOWS. SPECIFICATION: MECHO SHADE, 6000 SERIES, 3% OPEN. COLOR: GRAPHITE, WITH HOUSING TO MATCH WINDOW FRAMES. VERIFY WITH OWNER 1/2" MAX 6 2 12 4'X6' EM1 TO BE INSTALLED OVER FINISH FLOORING AT ENTRANCE DOOR. - - - - 8 A4.0 7 TS-2 BP-XR-12B 14 4 4 4 4 13 PROVIDE F.R. BLOCKING AS REQUIRED BEHIND ALL SHELVING, COUNTERTOPS, CABINETRY, TOILET BP-FN-09 ACCESSORIES, EQUIPMENT, ETC. 5 A4.0 BP-XR-12A 4'-0" FN-12 14 ELECTRICAL PANEL. SEE ELECTRICAL. Description 7'-6" BP-XR-20 BP-XR-15 BP-XR-22 STORAGE BP-FN-04A 3 ENTRY MAT EDGE DETAIL 15 SEE ELECTRICAL DRAWINGS FOR FIXTURE POWER & DATA REQUIREMENTS AND 101 ALIGN FIXTURES DETAIL 4/A4.0 FOR TRENCHING DETAIL 4'-0" A4.0 BP-FN-03A 4'-0" 4'-0" 11 6" = 1'-0" P-2 3 7'-6 1/4" RETAIL 9'-0 3/4" 4'-0" VCT-1 B-2 100 1 13 P-1 2'-3" BP-XR-04 LVT-1 B-1 BP-FN-10A 8 - - - - BP-FN-04A BP-FN-04A A5.0 No. 9 7 11 ADA POS COUNTER @ 2'-10" 4 BP-XR-12A BP-XR-12A 1 2 5 10 15 A5.0 A5.0 A.F.F. TO ACCOMODATE ADA ℄ (AS NEEDED) 6 12 REQUIREMENTS. (MAX. 34" A.F.F.) 7'-8" BP-XR-04 LVT DIRECTION A5.0 1 BP-FN-09 MAIN STAGE BP-FN-10A Preliminary Issue: - A5.0 10 5'-2 1/4" 4'-6" 4'-6" 4'-0" 8'-6 3/4" A5.0 Bid Issue: 11/04/2025 ACCESSIBLE Landlord Issue: 11/04/2025 UNISEX TOILET BP-XR-04 3 Permit Issue: 11/04/2025 102 BP-XR-15 A4.0 TYP. FIXTURE & FURNITURE SCHEDULE Construction Issue: - Ø 5'-0" BP-XR-10.2 BP-XR-20 BP-XR-22-POS BP-XR-22 4'-0" 4'-0" 4'-0" P-1 FRP-1 PAYMENT KIOSK ALIGN FIXTURES 4'-9" ID TAG COUNT DESCRIPTION VCT-1 B-2 4 4 4 EM-1 5'-4 1/8" GF-4896 GF-4896 CENTER LINE OF PARALLEL FIXTURE PLAN, 9 10 13 CLEAR FLOOR SPACE TO ALIGN BP-FN-03A 2 EIFFEL CHAIR - GREY 9 WITH 24" OF CLEAR SERVICE BP-FN-04A 3 EIFFEL BARSTOOL - GRAY FINISHES COUNTER BP-FN-09 2 METRO CART - BOX DROP ℄ BP-FN-10A 2 BENCH SMALL - GRAY 4'-0" CLR. EQ. 4'-0" EQ. 2'-6" 1" 4'-0" 4'-0" 1" EQ. 4'-0" EQ. 2'-0" MIN. CLEAR BP-XR-04 4 DEVICE TABLE GRAPHIC ℄ GRAPHIC BP-XR-10.2 1 MAIN STAGE 15'-3 1/2" 8'-1 3/4" 8'-2" 11'-9 3/4" 8'-0" BP-XR-12A 3 FREESTANDING TRANSACTION STATION - 42 IN EXISTING TOILET ROOMS AND PLUMBING FIXTURES: ENTERTAINMENT MERCH. WALL MOBILE BP-XR-12B 1 ADA POS - INCLUDED CASH DRAWER - KEY #01 Comm. Number 81-2185 BP-XR-15 4 MERCHANDISING NICHE - LARGE G.C. TO VERIFY EXISTING FINISHES AND FIXTURES WITH 2'-3" 2'-6" BP-XR-15-FP 0 INFILL WALL PANEL. PROVIDE (2) FX-15-SIDELAMFX-15 STRIPS EACH. Date 11/04/25 OWNER AND ENSURE FUNCTIONALITY AND ACCESSIBILITY CLR. BP-XR-19A 0 XFINITY INTERNET WALL - BP-XR CONFIGURATION COMPLIANCE. UPGRADE/ REPAIR/ REPLACE AS REQUIRED BP-XR-20 2 XFINITY ENTERTAINMENT & NOW ZONE - BP-XR CONFIGURATION - SEE PLAN Drawn By RFV BP-XR-22 2 XFINITY INTERNET & MOBILE WALL - BP-XR CONFIGURATION BP-XR-22-POS 1 XFINITY MOBILE INFORMATION WALL - BP-XR CONFIGURATION Checked By RFV 2 ACCESSIBLE POS BP-XR-12B GF-4896 2 48"x 96" GRAPHIC FRAME 1 FIXTURE PLAN A4.0 3/4" = 1'-0" EV-50 0 EVO SERVICE DESK A4.0 1/4" = 1'-0" EV-51 0 EVO ADA SERVICE DESK Copyright 2025 Robert F. Vanney Architect FN-12 1 CONSULTATION TABLE A4.0 INTERIOR ELEVATION NOTES EQ ℄ EQ EQ ℄ EQ EQ ℄ EQ EQ ℄ EQ 1. PROVIDE BLOCKING BEHIND FIXTURES. SEE BLOCKING LEGEND ON A4.0 ROBERT F. 2. G.C. TO LOCATE POWER & DATA OUTLETS AS DETAILED IN ELECTRICAL DRAWINGS. ℄ 50" SCREEN 50" SCREEN VANNEY EQ EQ 75" SCREEN 3. FINAL SIGNAGE CONTENT AND DESIGN TO BE CONFIRMED BY OWNER. EQ EQ EQ CENTER TV CENTER TV ARCHITECT 43" SCREEN 4. MILLWORK PROVIDED BY XFINITY VENDOR. G.C. TO ASSEMBLE & INSTALL. ℄ ℄ ℄ 5. TV'S & ELECTRONIC EQUIPMENT PROVIDED BY XFINITY VENDOR. G.C. TO INSTALL. SEE TV MOUNTING HEIGHTS LEGEND THIS SHEET. CENTER TV IN OPENING ALIGN TV WITH ALIGN TV WITH 149 THOMPSON AVE. EAST, STE. 112 EQ CENTER TV IN OPENING 50" SCREEN BOTTOM OF GRAPHICS BOTTOM OF GRAPHICS EQ EQ WEST SAINT PAUL, MINNESOTA 55118 GENERAL STOREFRONT NOTES 651. 222. 4642 FAX. 651. 222. 3034 1. ALL STOREFRONT GLAZING TO BE TEMPERED GLASS. 2. ALL EXISTING STOREFRONT FRAMING AND GLAZING TO BE CLEANED TO "LIKE NEW" CONDITION. 3. A READILY VISIBLE DURABLE SIGN ON OR JUST ABOVE DOOR STATING " THIS DOOR TO REAMIN UNLOCKED WHENEVER BUILDING IS OCCUPIED" SHALL BE PROVIDED. SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. MAIN STAGE NOW ZONE ENTERTAINMENT INTERNET MOBILE 4. ALL SIGNAGE FOR REFERENCE ONLY. ALL SIGNAGE TO BE UNDER SEPARATE PERMIT. BP-XR-10.2 BP-XR-20 BP-XR-20 BP-XR-22 BP-XR-22 SIGNAGE BY XFINITY VENDOR INSTALLED BY G.C. MAIN STAGE MILLWORK PROVIDED BY XFINITY VENDOR. ASSEMBLED AND INSTALLED BY G.C. MILLWORK PROVIDED BY XFINITY VENDOR. ASSEMBLED & INSTALLED BY GC FLAT SCREEN T.V. MOUNTED ON FIXTURE P-1 P-1 P-1 P-1 P-1 INTERNALLY ILLUMINATED TENANT SIGN. MOUNTED TO BUILDING FACADE. SIGN CONTRACTOR TO PROVIDE SHOP 10'-0" 10'-0" DRAWINGS IN ACCORDANCE WITH ALL LANDLORD CRITERIA PRIOR TO FABRICATION. ALL SIGNS TO BE IN ACCORDANCE P-1 TO B.O. CEILING TO B.O. CEILING WITH MALL CRITERIA AND LOCAL REQUIREMENTS, AND TO 8'-1" TYP. 7'-5" TO TO B.O. SIGN BE INSTALLED UNDER SEPARATE PERMIT T.O. MAIN STAGE BP-XR-10.2 2'-9" STAGE B.O. MAIN BP-XR-12B BP-XR-20 BP-XR-15 BP-XR-22 LEASE LINE LEASE LINE B-1 B-1 B-1 B-1 B-1 B-1 NOW ZONE DO NOT INSTALL WALL BASE BEHIND WALL FIXTURES. INSTALL OVER TOE KICKS OF CABINETS. 8 INTERIOR ELEVATION 9 INTERIOR ELEVATION A5.0 1/4" = 1'-0" A5.0 1/4" = 1'-0" EXISTING CONSTRUCTION AND FINISH TO REMAIN (TYP) EXISTING CONSTRUCTION AND FINISH TO REMAIN (TYP) EXISTING PAIR OF TEMPERED SIGNAGE BY XFINITY VENDOR INSTALLED BY G.C. CLEAR GLASS DOORS - CLEAN MILLWORK PROVIDED BY XFINITY VENDOR. TO LIKE NEW CONDITION ASSEMBLED & INSTALLED BY GC EXIT SIGN P-1 P-1 P-1 P-1 P-1 EXISTING GLAZING SYSTEM EXISTING GLAZING SYSTEM TACTILE EXIT SIGN. TO REMAIN - CLEAN TO TO REMAIN - CLEAN TO SEE A0.2 FOR EQ EQ EQ EQ LIKE-NEW CONDITION LIKE-NEW CONDITION REQUIREMENTS. WALL WALL MOUNTED MOUNTED GRAPHIC GRAPHIC FIRE EXTINGUISHER P-1 10'-0" 10'-0" PANEL PANEL P-1 P-1 P-1 B/O CEILING GF-4896 GF-4896 TO B.O. CEILING 8'-1" (TYP.) TO B.O. SIGN 6 3/4" 6 3/4" B-1 EXISTING PAIR OF TEMPERED BP-XR-22 BP-XR-22-POS BP-XR-15 BP-XR-20 CLEAR GLASS DOORS TO REMAIN - EXISTING STOREFRONT SYSTEM TO REMAIN B-1 B-1 B-1 B-1 B-1 (TYP.) - CLEAN TO LIKE NEW CONDITION CLEAN TO LIKE NEW CONDITION DO NOT INSTALL WALL BASE BEHIND WALL PAYMENT FIRE EXTINGUISHER FIXTURES. INSTALL OVER TOE KICKS OF CABINETS. KIOSK 6 INTERIOR ELEVATION 7 INTERIOR ELEVATION 10 STOREFRONT ELEVATION A5.0 1/4" = 1'-0" A5.0 1/4" = 1'-0" A5.0 1/4" = 1'-0" BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 TOILET ROOM GENERAL NOTES TOILET ROOM KEYNOTES - - - - Date 1. OPERABLE PARTS OF ALL ACCESSORIES SHALL COMPLY WITH ALL APPLICABLE EXISTING WATER CLOSET -FULLY ACCESSIBLE, FLOOR MOUNTED WITH FLUSH VALVE ON 6 SOAP DISPENSER - WALL MOUNTED, BOBRICK B-2111. 1 ACCESSIBILITY CODES AND STANDARDS. REFER TO SHEET A0.2 FOR ADD'L APPROACH SIDE OF W.C. (V.I.F.) 7'-2 1/8" INFORMATION. 7 EXISTING/RELOCATED PAPER TOWEL DISPENSER (V.I.F.) EXISTING/RELOCATED LAVATORY - FULLY ACCESSIBLE, WALL HUNG, SELF RIMMING 2 7 1/8" 4 7/8" 2. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE PORCELAIN SINK WITH WRIST BLADE FAUCET CONTROLS (V.I.F.) 8 EXISTING TOILET TISSUE DISPENSER (V.I.F.) 4" 3'-0" 2'-10 1/8" INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE EXISTING TOILET ROOMS AND PLUMBING FIXTURES: SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 3 MOP SINK - SEE PLUMBING 9 INSULATED PIPE. SEE PLUMBING. 1'-0" G.C.. TO VERIFY EXISTING FINISHES AND FIXTURES WITH 12" MIN. OWNER AND ENSURE FUNCTIONALITY AND ACCESSIBILITY 3. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. 4 GRAB BARS -TOILET COMPARTMENT TWO WALL GRAB BAR - BOBRICK B-6806, 42"x1-1/2" & 10 EXISTING/RELOCATED MIRROR - 48" H x 24" W "FIRST QUALITY MIRROR". MOUNT WITH REFLECTIVE CLEAR COMPLIANCE. UPGRADE/ REPAIR/ REPLACE AS REQUIRED B-6806, 36"X1-1/2" DIAMETER GRAB BAR, WITH BOBRICK B-2583 CONCEALED ANCHOR SURFACE AT 40" AFF MAX. 4. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED, SEE PLUMBING DRAWINGS. PLATES. 18" GRAB BAR - TOILET COMPARTMENT VERTICAL SIDE GRAB BAR, BOBRICK 11 - - - - 11 ALL PLUMBING CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. B-6806x18" X 1-1/2" DIAMETER GRAB BAR WITH BOBRICK B-2583 CONCEALED ANCHOR TACTILE SIGNAGE - SEE SHEET A0.2 FOR ADD'L INFORMATION. PLATES. 12 NEW WATER HEATER INSTALLED ABOVE CEILING - SEE PLUMBING DRAWINGS 5 3/4" 5. CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQIPMENT, AND 5 NOT USED CABINETS. Description 4 1'-6" 10 A5.0 18" MIN. 3 2 CLEAR 1'-3" 1'-3" MIN NOTE: SEE SHEET A4.0 FOR ROOM A5.0 A5.0 2 ℄ 5 2'-6" FINISH INFORMATION. 2'-7 3/4" A5.0 4'-0" MIN. CLEAR MIN. CLEAR 4 7/8" 4'-6" ℄ - - - - 4'-0" 6 P-1 P-1 MIN. No. CLEAR P-1 P-1 5'-0" 4 7/8" 1'-0" ℄ ℄ ℄ 12" 3'-6" 6 3/4" 3'-0" 6" MAX. MIN. MIN. MAX 10 CLEAR2'-6" ℄ 7'-7 3/4" ℄ ℄ Preliminary Issue: - 2'-0" 1'-0" 7 39"-41" Bid Issue: 11/04/2025 3 6 MIN. MIN. 7 6 4 10 ℄ ℄ Landlord Issue: 11/04/2025 ACCESSIBLE 2'-0" 5'-0" 4 UNISEX TOILET Permit Issue: 11/04/2025 3'-0" MIN. CLEAR 2 102 1'-6" 8'-0" 8'-0" 8'-0" 1'-6" 8'-0" 8 1 ℄ 2 4 Construction Issue: - FRP-1 ℄ B.O. CEILING B.O. CEILING B.O. CEILING ℄ B.O. CEILING 4 1'-0" ℄ FRP-1 ℄ INTERIOR 6" 6 1/2" MAX MAX FRP-1 ELEVATIONS & 4'-0" FRP-1 1 4'-0" FRP-1 4'-0" FRP-1 4'-0" FRP-1 3'-6" 9 39"-41" 3'-6" TO 34" 39"-41" 8 ENLARGED 2'-10" MAX. 3'-4" MAX. MAX. 9 3'-4" MAX. 39"-41" 4 7/8" 27" MIN. 7"-9" TO REFLECTIVE 8 33"-36" TO T/O OPERABLE PARTS TO REFLECTIVE 33"-36" TO T/O TOILET PLAN ℄ TO OPERABLE PARTS SURFACE OF MIRROR SURFACE OF MIRROR GRIPPING SURFACE ℄ 3'-6" 1'-0" 17"-19" MIN-MAX GRIPPING SURFACES 9" 17"-19" MIN-MAX T/O SEAT 1 ℄ ℄ MAX. Comm. Number 81-2185 4'-8" 1'-3" 16"-18" 8" 6" MIN. CLEAR 1'-3" MIN. ℄ B-2 ℄ MIN-MAX B-2 B-2 MAX. MIN. B-2 Date 11/04/25 5'-9 1/4" 11" CLEAR FLOOR SPACE REQ'D - CLEAR FLOOR SPACE REQ'D - MIN. SEE SHT. A0.2 FOR ADD'L INFO. SEE SHT. A0.2 FOR ADD'L INFO. Drawn By RFV 2 TOILET ELEVATION 3 TOILET ELEVATION 4 TOILET ELEVATION 5 TOILET ELEVATION Checked By RFV 1 ENLARGED TOILET PLAN A5.0 1/2" = 1'-0" A5.0 1/2" = 1'-0" A5.0 1/2" = 1'-0" A5.0 1/2" = 1'-0" A5.0 1/2" = 1'-0" A5.0 Copyright 2025 Robert F. Vanney Architect H A L L B E R G ENGINEERING ABBREVIATIONS HVAC SYMBOL LEGEND PLUMBING SYMBOL LEGEND PLUMBING LINETYPE LEGEND HVAC PIPING LINETYPE LEGEND 11/04/2025 MISC. SYMBOL LEGEND EQUIPMENT TAGS SHEET INDEX M0.0 MECHANICAL TITLE SHEET AND DETAILS M1.0 HVAC PLAN M2.0 MECHANICAL SPECIFICATIONS P1.0 PLUMBING PLANS AND RISER DIAGRAMS BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date - - - - Description - - - - No. Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - MECHANICAL TITLE SHEET AND DETAILS TYP. DIFFUSER/DUCT CONNECTIONS 1 NO SCALE Comm. Number R25-5120.045 Date 11/04/2025 Drawn By SPW Checked By LAK M0.0 H A L L B E R G ENGINEERING “ ” “ ” 11/04/2025 HVAC PLAN 1 1/4" = 1'-0" HVAC CONTROLS KEY NOTES ” BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 GRILLE AND DIFFUSER SCHEDULE - - - - Date - - - - EXISTING EQUIPMENT Description FIRE PROTECTION - - - - No. Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - HVAC PLAN Comm. Number R25-5120.045 Date 11/04/2025 Drawn By SPW Checked By LAK M1.0 H A L L B E R G ENGINEERING 15895 HVAC CLEANING SYSTEM 11/04/2025 ” ” BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 “ ” “ ” - - - - Date - - - - Description ” ” ” - - - - ” No. ” ” ” ” ” ” Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 ” Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - MECHANICAL SPECIFICATIONS Comm. Number R25-5120.045 Date 11/04/2025 Drawn By SPW Checked By LAK M2.0 H A L L B E R G ENGINEERING 11/04/2025 WATER RISER WASTE AND VENT RISER ABOVE FLOOR PLUMBING PLAN UNDERFLOOR PLUMBING PLAN 4 N.T.S. 3 N.T.S. 2 1/4" = 1'-0" 1 1/4" = 1'-0" GENERAL NOTES KEY NOTES BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date WATER HEATER DETAIL 5 NO SCALE - - - - ELECTRIC WATER HEATER SCHEDULE Description - - - - No. PLUMBING FIXTURE SCHEDULE Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - PLUMBING PLANS AND RISER DIAGRAMS Comm. Number R25-5120.045 Date 11/04/2025 Drawn By SPW Checked By LAK P1.0 Job No. 25-1261 Sheet No. Cover By SPT/NSC Date 10/28/2025 CARUSO TURLEY CLIENT: SCOTT Vanney Associates structural 149 Thompson Ave. East, Suite 112 engineers West St. Paul, MN 55118 PROJECT: Xfinity TI – Arlington Y TUR Northgate Station RO LE 㼃AS㻴 Y 3704 172nd Street NE Suite H, T OF ING STRUCTURAL TE T A O ENGINEERING Arlington, WA 98223 T N EXPERTS S S T R R E PARTNERS P U E R 㻯 22020627 N R Sandra Herd, SE, PE, LEED AP O T GI E F URAL EN E Thomas Morris, SE, LEED AP ES IN SION NG Richard Dahlmann, SE, PE AL E Troy Turley, SE, PE, LEED AP Brady Notbohm, SE, PE 10.29.2025 Ron Kuklish, SE, PE Craig Porter, SE, PE ________________________________________________________________________________________________ PROFESSIONAL GENERAL INFORMATION: REGISTRATION BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE 50 States Washington D.C. U.S. Virgin Islands Puerto Rico Sheet Number Description 1 Basis of design 2 Fixture key plan 3-9 Wall type fixture design 10-23 Merchandising Niche fixture design 24-31 Main stage design 1215 W. Rio Salado Pkwy. Suite 200 Tempe, AZ 85281 480.774.1700 www.ctsaz.com BUILDING CODE: 1 of 33 2021 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL: WIND: MINIMUM INTERIOR WIND FORCE = 5 PSF SEISMIC: SEISMIC IMPORTANCE FACTOR, I = 1.0. MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.067. MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.381. SOIL SITE CLASS, D. DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 0.853. DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.416. SEISMIC DESIGN CATEGORY, D. 2 of 33 Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS : 1.067 SD1 : N/A 0.416 S1 : 0.381 TL : 6 Fa : 1.2 PGA : 0.452 Fv : N/A PGA M : 0.543 SMS : 1.28 FPGA : 1.2 SM1 : N/A Ie : 1 SDS : 0.853 Cv : 1.313 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Fri Oct 17 2025 Date Source: USGS Seismic Design Maps https://ascehazardtool.org/ Page 2 of 3 Thu Oct 23 2025 ROBERT F. VANNEY ARCHITECT 149 THOMPSON AVE. EAST, STE. 112 WEST SAINT PAUL, MINNESOTA 55118 651. 222. 4642 FAX. 651. 222. 3034 FIXTURE PLAN 3 of 33 WALL TYPE FIXTURE MERCHANDISING NICHE BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 MAIN STAGE - - - - Date - - - - Description - - - - No. Preliminary Issue: - SCALE: 3/8" = 1'-0" Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - FIXTURE PLAN Comm. Number 81-2185 Date 11/04/25 Drawn By JSB CARUSO 1215 West Rio Salado Parkway TURLEY Suite 200 Checked By SPT/RAD SCOTT Tempe, Arizona 85281 structural (480) 774-1700 engineers www.ctsaz.com S2.1 Copyright 2025 Robert F. Vanney Architect C:\Users\isjam\OneDrive\Desktop\2. WORKING\251261 10-24\251261-S21.dwg, S21, 10/24/2025 8:27:16 AM, isjam 4 of 33 'WALL' TYPE FIXTURE WEIGHT = 1100# HEIGHT = 89" 34" 5 of 33 SHELF LOADING- SEISMIC BASED ON RMI SECTION 2 LOAD CASES INTERIOR CONDITIONS - NO WIND LOAD, ROOF LOAD, SNOW LOAD CASES PER RMI 2.1 LOAD OR RAIN LOAD 1. 1.4DL+1.2PL 2. 1.2DL+1.4PL 5. (1.2 + 0.2Sds)DL + (1.2 + 0.2Sds)βPLapp +ρE = 1.37 DL + 0.96 PL - 1.30 E 7. (0.9 - 0.2Sds)DL + (0.9 - 0.2Sds)βPL - ρE = 0.73 DL + 0.73 PL + 1.30 E For load support beams and their connections only: 8. 1.2DL + 1.6PL + 1.4*IL Seismic loads: Sds= 0.853 Sd1= 0.416 R= 4 (worst case) Ip= 1.5 ap= 2.5 z/h= 0 (Shelf will be anchored at the base) β= 0.70 ρ= 1.3 β= 1.00 Load Case 7 Cs= Sds/R= 0.21 Fp= 0.319875 Cs min= .044 Sds= 0.04 Cs * Ip= 0.32 Use: 0.319875 Wp Number of Shelves= 2 Shelf depth= 18 inches DL per shelf= 47 lbs Total DL= 94 lbs PL per shelf= 50 lbs Total PL= 100 lbs Pallet Loading Criteria: A. PL (all shelves at 67%)) Ws= DL+ PL= 161 lbs B. PL (top shelf only) Ws= DL+ PL top shelf only= 144 lbs EL Case A= (Cs Ip) (or Fp) Ws= 51 lbs EL Case B= (Cs Ip) (or Fp) Ws= 46 lbs 6 of 33 Seismic Load Distribution Loading Criteria A: PL (all shelves) DL= 47 lbs per shelf 67%PL= 33.5 lbs per shelf EL= 51 lbs Load Case #1 1.4DL+1.2PL DL per shelf= 65.8 lbs PL per shelf= 40.2 lbs EL= 51 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 106 2.8 296.8 27% 14.1 39.5 2 106 7.41 785.46 73% 37.4 277.0 3 0 0 0 0% 0.0 0.0 4 0 0 0 0% 0.0 0.0 5 0 0 0 0% 0.0 0.0 6 0 0 0 0% 0.0 0.0 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 212 1082.26 100% 51.5 316.5 Mot= 317 'lbs d = 4.6 ft T,top = 69 lbs T,bottom = 17 lbs Load Case #2 1.2DL+1.4PL DL per shelf= 56.4 lbs PL per shelf= 46.9 lbs EL= 51 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 103 2.8 289.24 27% 14.1 39.5 2 103 7.41 765.453 73% 37.4 277.0 3 0 0 0 0% 0.0 0.0 4 0 0 0 0% 0.0 0.0 5 0 0 0 0% 0.0 0.0 6 0 0 0 0% 0.0 0.0 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 207 1054.693 100% 51.5 316.5 Mot= 317 'lbs d = 4.6 ft T,top = 69 lbs T,bottom = 17 lbs 7 of 33 Load Criteria A: Load Case #5 (1.2 + 0.2Sds)DL + (1.2 + 0.2Sds)βPLapp +ρE 1.37 DL + 0.96 PL - 1.30 EL DL per shelf= 64.4 lbs PL per shelf= 32.1 lbs EL= 66.9 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 97 2.8 270.4 27% 18.4 51.4 2 97 7.41 715.5 73% 48.6 360.0 3 0 0 0.0 0% 0.0 0.0 4 0 0 0.0 0% 0.0 0.0 5 0 0 0.0 0% 0.0 0.0 6 0 0 0.0 0% 0.0 0.0 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 193 985.9 100% 66.9 411.5 Mot= 411 'lbs d = 4.6 ft T,top = 89 lbs T,bottom = 22 lbs Load Case #7 (0.9 - 0.2Sds)DL + (0.9 - 0.2Sds)βPL - ρE 0.73 DL + 0.73 PL + 1.30 EL DL per shelf= 48.0 lbs PL per shelf= 24.4 lbs EL= 66.9 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 72 2.8 202.8 27% 18.4 51.4 2 72 7.41 536.7 73% 48.6 360.0 3 0 0 0.0 0% 0.0 0.0 4 0 0 0.0 0% 0.0 0.0 5 0 0 0.0 0% 0.0 0.0 6 0 0 0.0 0% 0.0 0.0 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 145 739.5 100% 66.9 411.5 Mot= 411 'lbs d = 4.6 ft T,top = 89 lbs T,bottom = 22 lbs 8 of 33 Seismic Load Distribution Loading Criteria B: PL (top shelf only) DL= 47 lbs per shelf PL= 50 lbs on top shelf only EL= 46 lbs Load Case #1 1.4DL+1.2PL DL per shelf= 65.8 lbs PL per shelf= 60 lbs EL= 46 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 66 2.8 184.24 17% 7.6 21.3 2 126 7.41 932.178 83% 38.5 285.0 3 0 0 0 0% 0.0 0.0 4 0 0 0 0% 0.0 0.0 5 0 0 0 0% 0.0 0.0 6 0 0 0 0% 0.0 0.0 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 192 1116.418 100% 46.1 306.3 Mot= 306 'lbs d = 4.6 ft T,top = 66 lbs T,bottom = 20 lbs Load Case #2 1.2DL+1.4PL DL per shelf= 56.4 lbs PL per shelf= 70 lbs EL= 46 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 56 2.8 157.92 14% 6.6 18.6 2 126 7.41 936.624 86% 39.4 292.1 3 0 0 0 0% 0.0 0.0 4 0 0 0 0% 0.0 0.0 5 0 0 0 0% 0.0 0.0 6 0 0 0 0% 0.0 0.0 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 183 1094.544 100% 46.1 310.7 Mot= 311 'lbs d = 4.6 'lbs T,top = 67 lbs T,bottom = 21 lbs 9 of 33 Load Criteria B: Load Case #3 (1.2 + 0.2Sds)DL + (1.2 + 0.2Sds)βPLapp +ρE 1.37 DL + 0.96 PL - 1.30 EL DL per shelf= 64.4 lbs PL per shelf= 48.0 lbs EL= 59.9 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 64 2.8 180.4 18% 10.7 29.8 2 112 7.41 832.8 82% 49.2 364.7 3 0 0 0.0 0% 0.0 0.0 4 0 0 0.0 0% 0.0 0.0 5 0 0 0.0 0% 0.0 0.0 6 0 0 0.0 0% 0.0 0.0 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 177 1013.2 100% 59.9 394.6 Mot= 395 'lbs d = 4.6 ft T,top = 86 lbs T,bottom = 26 lbs Load Case #4 (0.9 - 0.2Sds)DL + (0.9 - 0.2Sds)βPL - ρE 0.73 DL + 0.73 PL + 1.30 EL DL per shelf= 48.0 lbs PL per shelf= 36.5 lbs EL= 59.9 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 48 2.8 134.4 18% 10.6 29.6 2 84 7.41 625.9 82% 49.3 365.3 3 0 0 0.0 0% 0.0 0.0 4 0 0 0.0 0% 0.0 0.0 5 0 0 0.0 0% 0.0 0.0 6 0 0 0.0 0% 0.0 0.0 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 132 760.3 100% 59.9 394.9 Mot= 395 'lbs d = 4.6 ft T,top = 86 lbs T,bottom = 26 lbs T,top = 89 lbs per 12" section of fixture T,bottom = 89 lbs per 12" section of fixture *if T,top > than T,bottom use T,top for design T,cab = T,bottom x 2 (cabs at 24" o.c.) = 179 lbs 25-25-10791261 10 of 33 SPT 10.27.25 89 x 0.7 =63# 0.54 179 x 0.7 =125# 1.1 MERCHANDISING NICHE FIXTURE 11 of 33 12 of 33 SHELF LOADING- SEISMIC BASED ON RMI SECTION 2 LOAD CASES INTERIOR CONDITIONS - NO WIND LOAD, ROOF LOAD, SNOW LOAD CASES PER RMI 2.1 LOAD OR RAIN LOAD 1. 1.4DL+1.2PL 2. 1.2DL+1.4PL 5. (1.2 + 0.2Sds)DL + (1.2 + 0.2Sds)βPLapp +ρE = 1.37 DL + 0.96 PL - 1.30 E 7. (0.9 - 0.2Sds)DL + (0.9 - 0.2Sds)βPL - ρE = 0.73 DL + 0.73 PL + 1.30 E For load support beams and their connections only: 8. 1.2DL + 1.6PL + 1.4*IL Seismic loads: Sds= 0.853 Sd1= 0.416 R= 4 (worst case) Ip= 1.5 ap= 2.5 z/h= 0 (Shelf will be anchored at the base) β= 0.70 ρ= 1.3 β= 1.00 Load Case 7 Cs= Sds/R= 0.21 Fp= 0.319875 Cs min= .044 Sds= 0.04 Cs * Ip= 0.32 Use: 0.319875 Wp Number of Shelves= 6 Shelf depth= 10 inches DL per shelf= 50 lbs Total DL= 300 lbs PL per shelf= 50 lbs Total PL= 300 lbs Pallet Loading Criteria: A. PL (all shelves at 67%)) Ws= DL+ PL= 501 lbs B. PL (top shelf only) Ws= DL+ PL top shelf only= 350 lbs EL Case A= (Cs Ip) (or Fp) Ws= 160 lbs EL Case B= (Cs Ip) (or Fp) Ws= 112 lbs 13 of 33 Seismic Load Distribution Loading Criteria A: PL (all shelves) DL= 50 lbs per shelf 67%PL= 33.5 lbs per shelf EL= 160 lbs Load Case #1 1.4DL+1.2PL DL per shelf= 70 lbs PL per shelf= 40.2 lbs EL= 160 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 110 1.24 136.648 5% 7.6 9.5 2 110 2.48 273.296 10% 15.3 37.9 3 110 3.72 409.944 14% 22.9 85.2 4 110 4.96 546.592 19% 30.5 151.4 5 110 6.2 683.24 24% 38.2 236.6 6 110 7.44 819.888 29% 45.8 340.7 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 661 2869.608 100% 160.3 861.1 Mot= 861 'lbs d = 6.5 ft T,top = 132 lbs T,bottom = -29 lbs Load Case #2 1.2DL+1.4PL DL per shelf= 60 lbs PL per shelf= 46.9 lbs EL= 160 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 107 1.24 132.556 5% 7.6 9.5 2 107 2.48 265.112 10% 15.3 37.9 3 107 3.72 397.668 14% 22.9 85.2 4 107 4.96 530.224 19% 30.5 151.4 5 107 6.2 662.78 24% 38.2 236.6 6 107 7.44 795.336 29% 45.8 340.7 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 641 2783.676 100% 160.3 861.1 Mot= 861 'lbs d = 1.2 ft T,top = 694 lbs T,bottom = 534 lbs 14 of 33 Load Criteria A: Load Case #5 (1.2 + 0.2Sds)DL + (1.2 + 0.2Sds)βPLapp +ρE 1.37 DL + 0.96 PL - 1.30 EL DL per shelf= 68.5 lbs PL per shelf= 32.1 lbs EL= 208.3 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 101 1.24 124.8 5% 9.9 12.3 2 101 2.48 249.7 10% 19.8 49.2 3 101 3.72 374.5 14% 29.8 110.7 4 101 4.96 499.3 19% 39.7 196.8 5 101 6.2 624.2 24% 49.6 307.5 6 101 7.44 749.0 29% 59.5 442.9 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 604 2621.5 100% 208.3 1119.5 Mot= 1119 'lbs d = 1.2 ft T,top = 903 lbs T,bottom = 694 lbs Load Case #7 (0.9 - 0.2Sds)DL + (0.9 - 0.2Sds)βPL - ρE 0.73 DL + 0.73 PL + 1.30 EL DL per shelf= 51.1 lbs PL per shelf= 24.4 lbs EL= 208.3 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 75 1.24 93.6 5% 9.9 12.3 2 75 2.48 187.2 10% 19.8 49.2 3 75 3.72 280.8 14% 29.8 110.7 4 75 4.96 374.4 19% 39.7 196.8 5 75 6.2 468.1 24% 49.6 307.5 6 75 7.44 561.7 29% 59.5 442.9 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 453 1965.8 100% 208.3 1119.5 Mot= 1119 'lbs d = 1.2 ft T,top = 903 lbs T,bottom = 694 lbs 15 of 33 Seismic Load Distribution Loading Criteria B: PL (top shelf only) DL= 50 lbs per shelf PL= 50 lbs on top shelf only EL= 112 lbs Load Case #1 1.4DL+1.2PL DL per shelf= 70 lbs PL per shelf= 60 lbs EL= 112 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 70 1.24 86.8 4% 4.3 5.3 2 70 2.48 173.6 8% 8.6 21.2 3 70 3.72 260.4 11% 12.8 47.8 4 70 4.96 347.2 15% 17.1 85.0 5 70 6.2 434 19% 21.4 132.8 6 130 7.44 967.2 43% 47.7 355.0 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 480 2269.2 100% 112.0 647.1 Mot= 647 'lbs d = 1.2 ft T,top = 522 lbs T,bottom = 410 lbs Load Case #2 1.2DL+1.4PL DL per shelf= 60 lbs PL per shelf= 70 lbs EL= 112 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 60 1.24 74.4 4% 4.0 5.0 2 60 2.48 148.8 7% 8.0 19.8 3 60 3.72 223.2 11% 12.0 44.6 4 60 4.96 297.6 14% 16.0 79.3 5 60 6.2 372 18% 20.0 124.0 6 130 7.44 967.2 46% 52.0 386.7 7 0 0 0 0% 0.0 0.0 8 0 0 0 0% 0.0 0.0 9 0 0 0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 430 2083.2 100% 112.0 659.4 Mot= 659 'lbs d = 1.2 'lbs T,top = 532 lbs T,bottom = 420 lbs 16 of 33 Load Criteria B: Load Case #3 (1.2 + 0.2Sds)DL + (1.2 + 0.2Sds)βPLapp +ρE 1.37 DL + 0.96 PL - 1.30 EL DL per shelf= 68.5 lbs PL per shelf= 48.0 lbs EL= 145.5 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 69 1.24 85.0 4% 5.8 7.2 2 69 2.48 170.0 8% 11.6 28.6 3 69 3.72 254.9 12% 17.3 64.5 4 69 4.96 339.9 16% 23.1 114.6 5 69 6.2 424.9 20% 28.9 179.0 6 117 7.44 866.8 40% 58.9 438.3 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 459 2141.4 100% 145.5 832.2 T,top = #REF! lbs Load Case #4 (0.9 - 0.2Sds)DL + (0.9 - 0.2Sds)βPL - ρE 0.73 DL + 0.73 PL + 1.30 EL DL per shelf= 51.1 lbs PL per shelf= 36.5 lbs EL= 145.5 lbs level wi hi wiXhi % Fi Mi(' lbs) 1 51 1.24 63.3 4% 5.8 7.1 2 51 2.48 126.6 8% 11.5 28.5 3 51 3.72 189.9 12% 17.3 64.2 4 51 4.96 253.2 16% 23.0 114.2 5 51 6.2 316.6 20% 28.8 178.4 6 88 7.44 651.2 41% 59.2 440.5 7 0 0 0.0 0% 0.0 0.0 8 0 0 0.0 0% 0.0 0.0 9 0 0 0.0 0% 0.0 0.0 -------------- -------------- ------------- ------------- ------------- 343 1600.9 100% 145.5 833.0 Maximum Force at each Level Level Fi, max 1 10 2 20 3 30 4 40 5 50 6 60 7 0 8 0 25-1261 17 of 33 SPT 10.27.25 60 50 40 30 60 50 40 130 20 10 130 91 91 0.77 25-124-0261702 18 of 33 SPT 05/2024 10.27.25 (0.853) 0.409 0.409 2.86 2.9 25-1261 19 of 33 SPT 10.27.2505/2024 10.5' (20.71' max to bottom of roof) 600S162-33 89 63 89 63 16" 2.9psf single 600S162-33 16" 60# 42# 16" 50# 35# 2.9psf 40# 28# single 600S162-33 30# 21# 16" 14# 20# 7# 10# 20 of 33 Project Name: Stud Designs case 1 Page 1 of 1 Model: Wall Stud –1 Date: 10/27/2025 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Section : 600S162-33 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo = 950.6 ft-lb Va = 638.1 lb I = 1.79 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Span 60.0", 60.0" 60.0", 126.0" LSUBH3.25 (Min) 0.18 Web Crippling Bearing Pa M Support Load (lb) (in) (lb) (ft-lbs) Max Int. Stiffener? R2 35.0 1.00 152.8 0.0 0.12 NO R1 35.0 1.00 152.8 0.0 0.12 NO "*" after support means punched near support Gravity Load Type Load (lb) Uniform 17.73plf Code Check Required Allowed Interaction Notes Span Max. Axial, lbs 186.2(c) 2176.7(c) 9% KΦ=0.00 lb-in/in Max KL/r = 103 Max. Shear, lbs 35.0 638.1 5% Shear (Punched) Max. Moment (MaFy, Ma-dist), ft-lbs 91.9 788.8 12% Ma-dist (control),KΦ=0.00 lb-in/in Moment Stability, ft-lbs 91.9 856.5 11% Shear/Moment 0.10 1.00 10% Shear 0.0, Moment 91.9 Axial/Moment 0.16 1.00 16% Axial 110.2(c), Moment 88.8 Deflection Span, in 0.024 --meets L/5221-- Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R2 35.0 0.0 By Others & Anchorage Designed by Engineer NA NA R1 35.0 186.2 By Others & Anchorage Designed by Engineer NA NA * Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 21 of 33 Project Name: Stud Designs case 2 Page 1 of 2 Model: Wall Stud –1 Date: 10/27/2025 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Section : 600S162-33 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo = 950.6 ft-lb Va = 638.1 lb I = 1.79 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Top 60.0", 60.0" 60.0", 60.0" LSUBH3.25 (Min) 0.05 Bottom 60.0", 60.0" 60.0", 60.0" LSUBH3.25 (Min) 0.39 Web Crippling Bearing Pa M Support Load (lb) (in) (lb) (ft-lbs) Max Int. Stiffener? P2x 63.0 1.50 342.8 142.7 0.19 NO P1x 63.0 1.50 342.8 189.9 0.22 NO R3 -12.6 1.00 152.8 0.0 0.04 NO R2 106.6 1.00 312.6 128.3 0.27 NO R1 72.6 1.00 152.8 0.0 0.25 NO "*" after support means punched near support Gravity Load Type Load (lb) Uniform 17.73plf (Top Span), 17.73plf (Bottom Span) 107 lbs x 48"/16"=321# Point Loads P1x P2x Load(lb) 63.00 63.00 X-Dist.(ft) 2.83 7.42 Code Check Required Allowed Interaction Notes Top Span Max. Axial, lbs 181.1(c) 2176.7(c) 8% KΦ=0.00 lb-in/in Max KL/r = 103 Max. Shear, lbs 12.6 638.1 2% Shear (Punched) Max. Moment (MaFy, Ma-dist), ft-lbs 128.3 788.8 16% Ma-dist (control),KΦ=0.00 lb-in/in Moment Stability, ft-lbs 102.5 851.0 12% Shear/Moment 0.14 1.00 14% Shear 12.6, Moment 128.3 Axial/Moment 0.25 1.00 25% Axial 181.1(c), Moment 128.3 Deflection Span, in 0.020 --meets L/6246-- Bottom Span Max. Axial, lbs 367.3(c) 2176.7(c) 17% KΦ=0.00 lb-in/in Max KL/r = 103 Max. Shear, lbs 94.0 638.1 15% Shear (Punched) Max. Moment (MaFy, Ma-dist), ft-lbs 189.9 788.8 24% Ma-dist (control),KΦ=0.00 lb-in/in Moment Stability, ft-lbs 189.9 871.0 22% Shear/Moment 0.22 1.00 22% Shear 61.7, Moment 189.6 Axial/Moment 0.39 1.00 39% Axial 317.0(c), Moment 189.9 Deflection Span, in 0.046 --meets L/2714-- SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 22 of 33 Project Name: Stud Designs case 2 Page 2 of 2 Model: Wall Stud –1 Date: 10/27/2025 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R3 -12.6 0.0 By Others & Anchorage Designed by Engineer NA NA R2 106.6 0.0 By Others & Anchorage Designed by Engineer NA NA R1 72.6 367.3 By Others & Anchorage Designed by Engineer NA NA * Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 23 of 33 Project Name: Stud Designs case 3 Page 1 of 2 Model: Wall Stud –1 Date: 10/27/2025 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Section : 600S162-33 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo = 950.6 ft-lb Va = 638.1 lb I = 1.79 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Top 60.0", 60.0" 60.0", 60.0" LSUBH3.25 (Min) 0.05 Bottom 60.0", 60.0" 60.0", 60.0" LSUBH3.25 (Min) 0.43 Web Crippling Bearing Pa M Support Load (lb) (in) (lb) (ft-lbs) Max Int. Stiffener? P6x 7.0 1.50 342.8 92.5 0.07 NO P5x 14.0 1.50 342.8 170.5 0.13 NO P4x 21.0 1.50 342.8 225.1 0.18 NO P3x 28.0 1.50 342.8 247.9 0.20 NO P2x 35.0 1.50 342.8 230.1 0.20 NO P1x 42.0 1.50 342.8 162.2 0.17 NO R3 -15.4 1.00 152.8 0.0 0.05 NO R2 125.9 1.00 312.6 157.4 0.32 NO R1 77.1 1.00 152.8 0.0 0.26 NO "*" after support means punched near support Gravity Load Type Load (lb) Uniform 17.73plf (Top Span), 17.73plf (Bottom Span) Point Loads P1x P2x P3x P4x P5x P6x Load(lb) 42.00 35.00 28.00 21.00 14.00 7.00 X-Dist.(ft) 7.44 6.20 4.96 3.72 2.48 1.24 Code Check Required Allowed Interaction Notes Top Span Max. Axial, lbs 181.1(c) 2176.7(c) 8% KΦ=0.00 lb-in/in Max KL/r = 103 Max. Shear, lbs 15.4 638.1 2% Shear (Punched) Max. Moment (MaFy, Ma-dist), ft-lbs 157.4 788.8 20% Ma-dist (control),KΦ=0.00 lb-in/in Moment Stability, ft-lbs 125.8 851.0 15% Shear/Moment 0.17 1.00 17% Shear 15.4, Moment 157.4 Axial/Moment 0.28 1.00 28% Axial 181.1(c), Moment 157.4 Deflection Span, in 0.024 --meets L/5088-- Bottom Span Max. Axial, lbs 367.3(c) 2176.7(c) 17% KΦ=0.00 lb-in/in Max KL/r = 103 Max. Shear, lbs 110.5 638.1 17% Shear (Punched) Max. Moment (MaFy, Ma-dist), ft-lbs 247.9 788.8 31% Ma-dist (control),KΦ=0.00 lb-in/in Moment Stability, ft-lbs 247.9 858.4 29% Shear/Moment 0.26 1.00 26% Shear 15.9, Moment 247.9 Axial/Moment 0.44 1.00 44% Axial 279.4(c), Moment 247.9 Deflection Span, in 0.058 --meets L/2184-- SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 24 of 33 Project Name: Stud Designs case 3 Page 2 of 2 Model: Wall Stud –1 Date: 10/27/2025 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R3 -15.4 0.0 By Others & Anchorage Designed by Engineer NA NA R2 125.9 0.0 By Others & Anchorage Designed by Engineer NA NA R1 77.1 367.3 By Others & Anchorage Designed by Engineer NA NA * Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 25 of 33 BREAK EDGE AND PAINT (HEADER) PT-01 www.wearesparks.com PL-01 2828 CHARTER RD. PHILADELPHIA, PA 19154PHONE: 215.602.8100 FAX: 215.602.8111 PL-01 CONFIDENTIAL: BREAK EDGE AND THE INFORMATION CONTAINED IN THIS DOCUMENT IS THE SOLE PROPERTY OF PAINT (HEADER) SPARKS RETAIL. ANY REPRODUCTION OR USE WITHOUT PT-01 EXPRESS WRITTEN CONSENT IS PROHIBITED. ELECTRICAL (if applicable): NO SECTION OR SECTIONS SHALL BE PL-07 USED BY THEMSELVES, AND THE VARIOUS SECTIONS MUST BE USED ONLY AS A COMPLETE, FINISHED WIRED UNIT IN THE INTENDED CONFIGURATION. ALL HARD WIRED CONNECTIONS MUST BE COMPLETED BY A CERTIFIED ELECTRICIAN. SAMSUNG 75in TV DIMENSIONS UNLESS OTHERWISE SPECIFIED, #UN75NU8000 ALL DIMENSIONS ARE IN: in ALTERNATE DIMS ARE IN: [mm] w/ CHIEF MOUNT ALL DIMENSIONS SHOWN ARE #TS525TU FINISHED DIMENSIONS. PL-01 TOLERANCES ARE: (BY OTHERS) UNLESS OTHERWISE SPECIFIED, FRACTIONS ± 1/32 [ 0.80mm] DECIMALS .XXX ± 0.010 [ 0.25mm] ANGULAR ± 0.5° DRAWN BY: SCALE (B-SIZE): PL-01 AL 1:10 DATE CREATED: 2/26/2019 CLIENT: COMCAST PROJECT: XR - BP REMODEL JOB #: BREAK EDGE AND PAINT COMC029 (LOWER SURROUND) PT-01 FILE NAME: PL-01 SOUNDBAR BP-XR-10.2 MAIN STAGE (BY OTHERS) (UNDERSIDE) BREAK EDGE AND PAINT DESCRIPTION: UPDATE P/N (.2) FOR TRACKING MAIN STAGE (LOWER SURROUND) 9 3/17/2023 AL PURPOSES. PRODUCTION ISSUE WITH PT-01 MODEEZ CONNECTION 8 12/23/2020 AL UPDATE P/N: INCREASE WIDTH BY 8in 3/4 -VIEW 7 11/3/2020 AL ADD POWER STRIP ADD SEISMIC NOTES FOR WALL PART NUMBER: 6 3/18/2020 AL ATTACHMENT BP-XR-10.2 5 1/29/2020 AL ADJUST WALL CLEAT INCREASE CUT-OUTS ON BACK, CHANGE 4 12/10/2019 AL BOTTOM TO HOLD EQUIPMENT REMOVE LOGO, REMOVE HEADER, 3 11/26/2019 AL Z:\Shared\Retail\Drawings\COMCAST\COMC029 XR - BP REMODEL\SW\BP-XR-10 MAIN STAGE\BP-XR-10 MAIN STAGE REDUCE HEIGHT Z:\Shared\Retail\Drawings\COMCAST\COMC029 XR - BP REMODEL\SW\BP-XR-10 MAIN STAGE\BP-XR-10.2 MAIN STAGE SHEET: CHANGE SIDE SURROUNDS TO ATTACH 2 9/6/2019 AL WITH MOD EEZ 1 4/8/2019 AL UPDATED PER 2019-4-5 REDLINES 1 of 9 REV# DATE NAME DESCRIPTION Drawing File Location:Assembly File Location: REVISION TABLE 25-125-1079261 26 of 33 SPTSPT 1009.11.2025.27.25 0.853 328# (ASD = 328# x 0.7 = 230#) ((0.0.952853) 82# 328# (0.853) 437# 328# (0.853) 55# (ASD =55# x 0.7 =39#) 39# 2.33 2.33 65 6.5" 39# 359# 25-125-1079261 27 of 33 SPTSPT 1009.11.202505/2024 .27.25 Fph / 2 + T = 230# / 2 + 65# =180# (ASD) Weight + Fpv = 320# + 39# = 3Weight + Fpv = 320# + 39# = 35959# (ASD)# (ASD) 260 87 189 565 87 348 189 1512 176180# 359# 0.75 348348## 1512# 2 230# / 2 = 115# / 2 studs = 58# 65 33# +/- 2 15.0' 2 28 of 33 29 of 33 30 of 33 Project Name: Stud Designs Main Stage Page 1 of 1 Model: Wall Stud –1 Date: 10/27/2025 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Section : 600S162-33 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo = 950.6 ft-lb Va = 638.1 lb I = 1.79 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Span 60.0", 60.0" 60.0", 126.0" LSUBH3.25 (Min) 0.35 Web Crippling Bearing Pa M Support Load (lb) (in) (lb) (ft-lbs) Max Int. Stiffener? P4x -33.0 1.50 342.8 202.1 0.18 NO P3x 33.0 1.50 342.8 272.8 0.22 NO P2x 58.0 1.50 342.8 203.4 0.22 NO P1x 58.0 1.50 342.8 264.8 0.26 NO R2 68.9 1.00 152.8 0.0 0.23 NO R1 87.7 1.00 152.8 0.0 0.30 NO "*" after support means punched near support Gravity Load Type Load (lb) Uniform 17.73plf (Span) Point Loads P1x P2x P3x P4x Load(lb) 58.00 58.00 33.00 -33.00 X-Dist.(ft) 3.25 7.25 3.75 6.75 Code Check Required Allowed Interaction Notes Span Max. Axial, lbs 186.2(c) 2176.7(c) 9% KΦ=0.00 lb-in/in Max KL/r = 103 Max. Shear, lbs 87.7 638.1 14% Shear (Punched) Max. Moment (MaFy, Ma-dist), ft-lbs 272.8 788.8 35% Ma-dist (control),KΦ=0.00 lb-in/in Moment Stability, ft-lbs 272.8 865.8 32% Shear/Moment 0.30 1.00 30% Shear 75.2, Moment 264.3 Axial/Moment 0.40 1.00 40% Axial 119.7(c), Moment 272.8 Deflection Span, in 0.066 --meets L/1910-- Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R2 68.9 0.0 By Others & Anchorage Designed by Engineer NA NA R1 87.7 186.2 By Others & Anchorage Designed by Engineer NA NA * Reference catalog for connector and anchor requirement notes as well as screw placement requirements 69 lbs x 48"/16"=207# < 321# SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 25-125-1079261 31 of 33 SPTSPT 1009.11.202505/2024 .27.25 Brace stud design 20.71' axial load on the brace = 321# x 2 = 454 lbs 10.5' 10.21ft x 2 = 14.5 ft 32 of 33 Project Name: Stud Designs Brace Page 1 of 1 Model: Wall Stud –1 Date: 10/27/2025 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Section : 362S162-33 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo = 440.9 ft-lb Va = 1023.6 lb I = 0.55 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method =AISI S100 Axial Flexual, Stress Span KyLy, KtLt Distortional Connector Ratio Span 60.0", 60.0" 60.0", 174.0" LSUBH3.25 (Min) 0.04 Web Crippling Bearing Pa M Support Load (lb) (in) (lb) (ft-lbs) Max Int. Stiffener? R2 0.0 1.00 165.2 0.0 0.00 NO R1 0.0 1.00 165.2 0.0 0.00 NO "*" after support means punched near support Gravity Load Type Load (lb) Uniform P1y 454.00lb @ 14.50ft Code Check Required Allowed Interaction Notes Span Max. Axial, lbs 454.0(c) 1281.8(c) 35% KΦ=0.00 lb-in/in Max KL/r = 120 Max. Shear, lbs 0.0 521.2 0% Shear (Punched) Max. Moment (MaFy, Ma-dist), ft-lbs 0.0 440.9 0% MaFy (control),KΦ=0.00 lb-in/in Moment Stability, ft-lbs 0.0 406.5 0% Shear/Moment 0.00 1.00 0% Shear 0.0, Moment 0.0 Axial/Moment 0.35 1.00 35% Axial 454.0(c), Moment 0.0 Deflection Span, in 0.000 --meets L/0-- Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R2 0.0 0.0 By Others & Anchorage Designed by Engineer NA NA R1 0.0 454.0 By Others & Anchorage Designed by Engineer NA NA * Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com 25-107924-0702 33 of 33 SPT 09.10.2505/2024 328# 230# 256230# 115# 350# 117# 115# 0.98 117# 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: Parcel ID No.: Project Name: Project Description: Primary Contact: Owner Owner’s Agent Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Owner’s Agent: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL ITEM: DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: ITEM: DATE: I, Owner/ 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. I 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. Signature Print Name Date REV03.2022 RISER DIAGRAM NOTES ELECTRICAL SYMBOLS H A L L B E R G ENGINEERING 11/04/2025 POWER RISER DIAGRAM 1 NTS ELECTRICAL SHEET INDEX E0.0 - ELECTRICAL SYMBOL LEGEND, POWER RISER BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 DIAGRAM AND PANEL SCHEDULES E1.0 - LIGHTING PLAN & LIGHT FIXTURE SCHEDULE - - - - Date E2.0 - POWER AND LOW VOLTAGE PLAN E2.1 - FIXTURE ELEVATION DETAILS E3.0 - ELECTRICAL SPECIFICATIONS - - - - Description MECHANICAL EQUIPMENT SCHEDULE - - - - No. Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - ELECTRICAL SYMBOL LEGEND AND TITLE SHEET Comm. Number R25-5120.045 Date 11/04/2025 Drawn By LV Checked By DJQ/PJF E0.0 H A L L B E R G ENGINEERING 11/04/2025 LIGHTING PLAN 1 1/4" = 1'-0" LIGHTING PLAN GENERAL NOTES LIGHTING PLAN KEYED NOTES TIME CLOCK CONTROL DIAGRAM 2 NOT TO SCALE BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date - - - - Description LIGHT FIXTURE SCHEDULE - - - - No. Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - LIGHTING PLAN Comm. Number R25-5120.045 Date 11/04/2025 Drawn By LV Checked By DJQ/PJF E1.0 H A L L B E R G ENGINEERING 11/04/2025 POWER & LOW VOLTAGE PLAN 1 1/4" = 1'-0" CABLE TYPE KEY POWER AND LOW VOLTAGE PLAN GENERAL NOTES POWER AND LOW VOLTAGE PLAN KEYED NOTES CABLE MANUFACTURER PART # DESCRIPTION AWG INSULATION OUTER SHIELD OUTER JACKET STANDARD USED FOR UL FLAME TEST CODE MATERIAL DIAMETER (IN) JACKET COLOR CAT6 BELDEN 2413 MULTI-CONDUCTOR-ENHANCED 23 FRPO/FEP UNSHIELDED 0.22400 GRAY PREMISE HORIZONTAL CABLE, GIGABIT NFPA 262 CATEGORY 6 NONBONDED-PAIR ETHERNET, POE, POE+, 100BASETX, PLENUM FLAME CABLES 100BASEVG ANYLAN, 155 ATM, 622 ATM, 250MHZ CATEGORY 6 RG6 BELDEN 7916 COAX SERIES 6 18 FPE BONDED ALUMINUM 7.569 (MM) BLACK-WHITE HDTV, DBS, BROADBAND CATV, CABLE UL1685 FOIL-POLYESTER MODEM TAPE-ALUMINUM FOIL COMCAST SERVER NETWORK CABINET (FOR FIBER/ COAX/ MODEM) SHOWN FOR REFERENCE ONLY BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date QUAD QUAD OUTLET OUTLET - - - - BRANDED PARTNER SECURITY SERVER CABINET SHOWN FOR REFERENCE ONLY Description - - - - No. Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - TELEPHONE BOARD 2 NOT TO SCALE POWER AND LOW VOLTAGE PLAN Comm. Number R25-5120.045 Date 11/04/2025 Drawn By LV Checked By DJQ/PJF E2.0 H A L L B E R G ENGINEERING 11/04/2025 NOW ZONE MAIN STAGE INTERNET BILL PAY MOBILE ENTERTAINMENT BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date FIXTURE ELEVATION DETAILS 1 1/2" = 1'-0" - - - - Description - - - - No. Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - FIXTURE ELEVATION DETAILS Comm. Number R25-5120.045 Date 11/04/2025 Drawn By LV Checked By DJQ/PJF E2.1 H A L L B E R G ENGINEERING 11/04/2025 BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date - - - - Description - - - - No. Preliminary Issue: 10/28/2025 Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - ELECTRICAL SPECIFICATIONS Comm. Number R25-5120.045 Date 11/04/2025 Drawn By LV Checked By DJQ/PJF E3.0 LIGHTING COMPLIANCE SUMMARY 2021 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: ©2025 NEEA, All rights reserved Project Title XfinityBP - Arlington, WA - 2021 WSEC For Building Department Use: Date: Nov 03, 2025 3704 172nd Street NE Project Address Suite H Project & Applicant Arlington, WA 98223 Information Applicant Name Lee Vang Applicant Phone 651-748-1100 Applicant Email lvang@hallbergengineering.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Retail, General Sales Building Cond. Floor Area 1,387 New Building or Project Cond. Floor Area 1,387 Alteration General Project Types Alteration Addition Interior Lighting Floors Above Grade 1 Lighting Scope Lighting Scope Compliance Method General Prescriptive Lighting Project Description Lighting Compliance Interior / Exterior LPA Calculation Compliance Project Type (Interior includes both interior Luminaire Replacement Scope Compliance Method Scope & parking) Adjustment Verification and Method Alteration Interior Lighting 20% or more replaced Space by space No Calculation Adjustments allowed COMPLIES Additional Energy No lighting or electrical additional energy efficiency Efficiency (AEC) Load Management (LDM) Measures Included No lighting or electrical load management measures included in project measures included in project Measures Included Project Title XfinityBP - Arlington, WA - 2021 WSEC Date Nov 03, 2025 Lighting Power Calculation ALTERATION - INTERIOR LIGHTING (20% or more replaced) Compliance Verification COMPLIES Compliance Method Space by space LPA Calculation Adjustment none Interior Lighting Power Allowance - Space by Space Total Watts Allowed Total Proposed Watts General Space Type Specific Space Type Gross Interior Area (SF) LPA (Watts/SF) Compliance Status (SF x LPA x 1) (LPD + Display LPD) Restroom General 46 0.63 29 Storage room General 270 0.38 103 Retail General sales 1,071 1.05 1,125 Proposed Total LPD 760 Totals 1,256 760 COMPLIES Proposed Lighting Power Density Watts or Total Watts Quantity of Wattage Limit Total Linear Watts per Linear Proposed Fixture Type Fixture ID Fixtures (#F) per Fixture Feet (LF) Foot (WpLF) (#F x WpF) or (WpF) (LF x WpLF) Individual Fixtures Other fixture type F7A 16 45 720 Other fixture type EXIST. (LA-11) 1 40 40 Proposed Total LPD 760 Project Title XfinityBP - Arlington, WA - 2021 WSEC Date Nov 03, 2025 Proposed Fixtures Details ALTERATION - INTERIOR LIGHTING (20% or more replaced) Fixture Fixture ID Location in Documents Lamp Type New or Existing-to-Remain Type/Application Individual Fixtures Other fixture type F7A E1.0 LED New Fixture Description: 2X4 LED Are these fixtures located within a daylight zone?: Yes, controls provided Do these fixtures require specific application lighting controls?: General display/accent lighting, Daylight zone location(s): Sidelit daylight zones (primary and/or secondary) occupancy or time switch Other fixture type EXIST. (LA-11) E1.0 Other Existing Fixture Description: Downlight Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: General display/accent lighting, occupancy or time switch Community & Economic Development 18204 59th Avenue NE, Arlington, WA 98223 360-403-3551 Today’s Date Staff Requesting Refund Reason for Refund ☐Duplicate Payment November 4, 2025 Choose an item. ☒Charged in Error Hannah Hardwick Date Charge Was Made Transaction Number Bars Number ☐Demo Fee Refund 006.322.10.00.01 REFUND REQUESTNovember 4, 2025 247868092 ☐Other: Customer Name Customer Address Customer City/State/Zip Amy Hodgson 7299 US Hwy 18 and 151 Barneveld, Wi, 53507 Description: Refund Permit $100 6807 Include proof of payment Amount: Number: The applicant selected the demo fee on the portal instead of the plan review fee. Plan review fee is to be paid. Approved By: __________________________________________ Date: _________________________ Transaction Details Permit Center - Community Development 18204 59th DR NE Arlington, WA 98223 XBP Confirmation Number: 247868092 Transaction detail for payment to City of Arlington. Date: 11/04/2025 - 12:23:55 PM PT Transaction Number: 255584433 Visa — XXXX-XXXX-XXXX-0959 Status: Successful Account # Item Receipt Number Void Receipt Number Quantity Item Amount Web Only - Demolition 99.000445305 1 $100.00 TOTAL: $100.00 Transaction detail for payment to City of Arlington. Date: 11/04/2025 - 12:23:56 PM PT Transaction Number: 255584435 Visa — XXXX-XXXX-XXXX-0959 Status: Successful Account # Item Receipt Number Void Receipt Number Quantity Item Amount CED Service Fee 99.000445306 1 $3.00 TOTAL: $3.00 Billing Information Transaction taken by: Iworq Amy Hodgson 7299 US Hwy 18 and 151 BARNEVELD, WI 53507 (608) 572-2365 amy@we-permit.com Email amy@we-permit.com Permit #: 6807 Permit Date: 11/04/25 Permit Type: COMMERCIAL ALTERATION Project Name: Xfinity Applicant Name: Bridge Locations, LLC Applicant Address: 3158 S. MAIN STREET Applicant, City, SALT LAKE CITY, UT 84115 State, Zip: Contact: Amy Hodgson Phone: 608.572.2365 Email: amy@we-permit.com Scope of Work: Interior tenant improvement for a new Xfinity retail tenant going into an existing space. Scope to include mech, elect, plumbing, structural and 8' shelving display cabinets. Valuation: 218000.00 Square Feet: 1470 Number of Stories: 1 Construction Type: VB Occupancy Group: M; Mercantile ID Code: Permit Issued: Permit Expires: Form Permit Type: COMMERCIAL ALTERATION Status: IN PROCESS Assigned To: Hannah Hardwick Property Parcel # Address Legal Description Owner Name Owner Phone Zoning NORTHGATE 31052800201301 3704 172ND ST NE 630 RETAIL STATION Fees Fee Description Notes Amount Web Only - Demolition Enter 1 if permit is for demolition $100.00 Building Plan Review Table 4-2 $1,618.58 Total $1,718.58 Attached Letters Date Letter Description 11/04/2025 Web Form - Building Application Payments Date Paid By Description Payment Type Accepted By Amount XBP Conf: 11/04/2025 $100.00 247868092 Outstanding Balance $1,618.58 Notes Date Note Created By: 11/04/2025 emailed for the arch plans. unable to open in Iworqs Hannah Hardwick 11/04/2025 Processing refund for Demo permit fee. Should just be a plan review fee. Hannah Hardwick Uploaded Files Date File Name 11/04/2025 685646fa004a62c5004af4231afd43fc_XfinityBP_ArlingtonWA_Struct_SS.pdf 11/04/2025 327f17eddc845ab434b195793305ce32_XfinBP_ArlingtonWA_WAEnergyForm.pdf 11/04/2025 7112d1bd8c9838db454522984a0d54c2_12641649-Deferred_Submital_-_signed.pdf 11/04/2025 c09964016acf89e004bfa93f82b12389_20814775-Commercial_Tenant_Improvement_Application_-_signed.pdf 11/04/2025 3d099d8fd16db0ae9ba9ca938f4c745a_XfinityBP_ArlingtonWA_Arch_SS.pdf 11/04/2025 1f53afbd2a695dee80a9e6f1028b28d7_XfinityBP_ArlingtonWA_Elec_SS.pdf 11/04/2025 914bd68f321c48db97420db2653d8acf_XfinityBP_ArlingtonWA_Mech_SS.pdf 11/04/2025 590698a9134c5eb01d08795338d38242_251261-XFinity_BP_TI_-_Arlington_-_Calculations_-_Sealed_10.29.2025.pdf GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings ROBERT F. VANNEY ARCHITECT 149 THOMPSON AVE. EAST, STE. 112 WEST SAINT PAUL, MINNESOTA 55118 651. 222. 4642 FAX. 651. 222. 3034 Y TURL O E R 㼃AS㻴 Y T F IN EO GT T O A N T S S T R P R E R U 22020627 E 㻯 N R O T I E G F U N E E RALE N S I S G IO N E NAL 10.29.2025 BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date - - - - Description - - - - No. Preliminary Issue: - Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - GENERAL STRUCTURAL NOTES AND DETAILS Comm. Number 81-2185 Date 11/04/25 Drawn By JSB CARUSO 1215 West Rio Salado Parkway TURLEY Suite 200 Checked By SPT/RAD SCOTT Tempe, Arizona 85281 structural (480) 774-1700 engineers www.ctsaz.com S1.1 Copyright 2025 Robert F. Vanney Architect C:\Users\isjam\OneDrive\Desktop\2. WORKING\251261 10-28\251261-S11.dwg, S11, 10/28/2025 2:48:46 PM, isjam ROBERT F. VANNEY ARCHITECT 149 THOMPSON AVE. EAST, STE. 112 WEST SAINT PAUL, MINNESOTA 55118 651. 222. 4642 FAX. 651. 222. 3034 Y TURL O E R 㼃AS㻴 Y T F IN EO GT T O A N T S S T R P R E R U 22020627 E 㻯 N R O T I E G F U N E E RALE N S I S G IO N E NAL 10.29.2025 BRANDED PARTNER NORTHGATE STATION 3704 172ND STREET NE SUITE H ARLINGTON, WA 98223 - - - - Date - - - - Description - - - - No. Preliminary Issue: - SCALE: 3/8" = 1'-0" Bid Issue: 11/04/2025 Landlord Issue: 11/04/2025 Permit Issue: 11/04/2025 Construction Issue: - FIXTURE PLAN Comm. Number 81-2185 Date 11/04/25 Drawn By JSB CARUSO 1215 West Rio Salado Parkway TURLEY Suite 200 Checked By SPT/RAD SCOTT Tempe, Arizona 85281 structural (480) 774-1700 engineers www.ctsaz.com S2.1 Copyright 2025 Robert F. Vanney Architect C:\Users\isjam\OneDrive\Desktop\2. WORKING\251261 10-28\251261-S21.dwg, S21, 10/28/2025 2:48:48 PM, isjam