HomeMy WebLinkAbout17216 51st Ave Ne Ste 114_BLD6036_2025 Permit Packet Coversheet
Community and Economic Development
City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551
Permit Number: BLD6036 Permit Type: Commercial Alteration
Address: 17216 51st Ave Ne Ste 114 Completed (Month/Year): November 2024
Land Use Bonding or Assignment of Funds
Issued Permit o Confidential Documents. Contact the
Application City to obtain.
Narrative As-Builts
Legal Description Letters and Project Documents
Vicinity Map Other:
Site Plan
Landscape Plan Civil
Complete Streets Checklist Issued Permit
Traffic Impact Analysis Application
Snohomish County Traffic Mitigation Offer Other Applications
WSDOT Traffic Offer Form Construction Calculation Worksheet
Tree Survey Approved Plans
Stormwater Drainage Report Review Comment Form
Geotech Report Letters and Project Documents
Critical Area Evaluation Form Other Agency Permits
SEPA Checklist Reports:
Public Notice Material o Drainage Report Pg:
Water / Sewer Availability Certificate o Stormwater Pg:
Unanticipated Discovery Plan Form o Geotech Pg:
Aerial Photo of Site o All Other Reports
Proposed Building Materials SEPA and Noticing Materials
Lighting Plans and Lighting Cut Sheets As-Builts
Color Elevations Other:
Plat Map
Title Report Building
Lot Closures ✔ Issued Permit
Preliminary Civil Plans ✔ Application
Archaeological Survey ✔ Additional Applications
o Confidential Documents. Contact the ✔ Approved Plans
City to obtain. ✔ Letters and Project Documents
Topography (Existing Conditions) ✔ Calculations
CC&R’s ✔ Project Specification Manuals
Deeds / Easements / Conveyances Reports
/Dedications Certificate of Occupancy
Letters and Project Documents Other:
Page 1 of 1
CITY OF ARLINGTON
18204 59th Avenue NE, Arlington, WA 98223
INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551
BUILDING PERMIT
17216 51ST AVE NE, Suite 114 Permit #: 6036
PERMIT EXPIRES 180 DAYS AFTER
Parcel #: 31052100400100
DATE OF ISSUANCE.
Scope of Work: construct 6,288sqft H-4 storage room for car wash chemicals Valuation: 126500.00
OWNER APPLICANT CONTRACTOR
SMARTCAP ARLINGTON AIRPORT Lance Mueller & Associates DAVIS SCHUELLER INC.
INDUSTRIAL PARK QOZB, LLC
8201 164TH AVE NW, SUITE 110 140 Lakeside Suite 310 4601 Chennault Beach Rd Ste #200
REDMOND, WA 98052 Seattle, Wa, 98122 Mukilteo , WA 98275
2063252553 425-775-9400
LIC: 601-273-797 EXP: 11/30/2024
LIC: DAVISSI105PN EXP: 07/01/2024
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC #: EXP: LIC #: EXP:
JOB DESCRIPTION
PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021
STORIES: 1 CONST. TYPE: lllB
DWELLING UNITS: OCC GROUP: H-4; Hazardous Health
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.
07/15/2024
Applicant Signature Date Building Official Date
CONDITIONS
No cold-water hose bibbs shall be provided inside the warehouse unless protected with a backflow (RPBA). Approved job copy
shall be onsite for inspections. Adhere to approved plans. Call for inspection.
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
07/15/2024 Building Plan Review $1,121.13
07/15/2024 Processing/Technology $25.00
07/15/2024 Building Permit $1,720.61
07/15/2024 State Surcharge - Commercial $25.00
Total Due: $2,891.74
Total Payment: $2,891.74
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: ____________See attached report by The Fire Consultants, Inc._____________________________________________________________
________________________________________________________________________________________
Type of Permit: ✔ New Space Addition Alteration
Property Address: 17216 51st Ave NE Project Valuation: 126,500
Lot #: Parcel ID No.: 31052100400100 Subdivision:
Project Scope of Work: Construct 6,288 s.f. H-4 storage room for car wash chemicals.
Description of New Tenant Business Operations: NCS (National Carwash Solutions)
IBC Construction Type: III-B IBC Occupancy Type: B, S-1, H-4
Building/Space Square Footage: 168,494/31,324 Number of Stories: 1
Square Footage Per Floor: 1st 168,494 2nd 3rd 4th 5th 6th
Primary Contact: Owner Architect Engineer Contractor
Owner Name: Smartcap Arlington Airport Industrial Park QOZB, LLC Office No.:
Email Address: chris@thesmartcapgroup.com Cell No.: (206) 852-7780
Mailing Address: 8201 164th Ave. NE, Suite 105 City: Redmond State: WA Zip: 98052
Architect Name: Lance Mueller & Associates Office No.: 206-325-2553
Email Address: haroldc@lmueller.com Cell No.:
Mailing Address: 140 Lakeside, Suite 310 City: Seattle State: WA Zip: 98122
Professional License Number: 2396 Expiration Date: 9-22-2024
Engineer Name: Engineers Northwest Inc, P.S. Office No.:
Email Address: joanneb@engineersnw.com Cell No.:
Mailing Address: 19020 33rd Ave. W., Suite 530 City: Lynnwood State: Zip:
Professional License Number: 33715 Expiration Date: 3-25-2024
Primary Contractor: Davis Schueller, Inc. Office No.:
Email Address: cstockburger@davisschueller.com Cell No.: 206-510-3155
Mailing Address: 4601 Chennault Beach Rd, Suite 200 City: Mukilteo State: WA Zip: 98275
L&I Contractor License Number: DAVISSI105PN Expiration Date: 7-1-2024
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††¾†1†1½†2â€
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 withe above-described property willll be in accordance with the lawbe in accordance wit s, rules and regulation of the State of Washington.
Harold Christensen 6-17-24
SiSignaturgnature e Print Name P Date
REV03.2022 Page 7 of 7
ARLINGTON AIRPORT
INDUSTRIAL BULDING – NCS
H-4 ROOM T.I
Arlington, WA 98223
STRUCTURAL CALCULATIONS
06/14/2024
2021 IBC
June 17, 2024
ENW #22022009
â—
â— â— â— â— â— â— â— â— â— â— â— â— â— â— â— â—
â—
â— 19020 33rd Ave W #530 ï‚ŸLynnwood, WA 98036
â— 206.525.7560 ï‚Ÿ fax 206.522.6698
www.engineersnw.com
STRUCTURAL SCOPE:
DESIGN OF LIGHT GAGE STEEL NON-LOAD BEARING
INTERIOR WALLS.
ALL NEW LIGHT GAGE WALLS ARE NON-STRUCTURAL AND
ARE DESIGN FOR THE CODE MINIMUM OF 5PSF OUT OF
PLANE LOAD.
CODE: 2018 INTERNATIONAL BUILDING CODE
Page 1 of 5
Project Name: NCS H-4 CFS Calcs Page 1 of 1
Model: TYP STUD Date: 06/14/2024
Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 5.2.4.0
Section : 600S200-43 (33 ksi) @ 24" o.c. Single C Stud (punched)
Maxo = 1436.9 ft-lb Va = 1415.7 lb I = 2.68 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 Sheathed, Full, 342.0" N/A -
Sheathed
Web Crippling
Bearing Pa M
Support Load (lb) (in) (lb) (ft-lbs) Max Int. Stiffener?
R2 142.50 --Shear Connection w/ clip-- NO
R1 142.50 --Stud/Track Design, Ref Connectors-- NO
Gravity Load
Type Load (lb)
Uniform 14.00plf
Code Check Required Allowed Interaction Notes
Span Max. Axial, lbs 399.0(c) 3222.2(c) 12% KΦ=0.00 lb-in/in Max KL/r = 146
Max. Shear, lbs 142.5 1240.3 11% Shear (Punched)
Max. Moment (MaFy, Ma-dist), ft-lbs 1015.3 1282.4 79% Ma-dist (control),KΦ=0.00 lb-in/in
Moment Stability, ft-lbs 1015.3 1436.9 71%
Shear/Moment 0.71 1.00 71% Shear 0.0, Moment 1015.3
Axial/Moment 0.85 1.00 85% Axial 207.5(c), Moment 1013.7
Deflection Span, in 1.313 --meets L/260--
Connector Anchor
Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction
R2 142.5 0.0 SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel 23.36 % 12.78 %
R1 142.5 399.0 600T125-33 (33) & (1) .157" SST PDPA/PDPAT-62KP to 34.75 % 64.71 %
steel (3/16" to 1/2" thickness)
* Reference catalog for connector and anchor requirement notes as well as screw placement requirements
SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com
Page 2 of 5
Project Name: NCS H-4 CFS Calcs Page 1 of 1
Model: Top track piece Date: 06/14/2024
Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 5.2.4.0
Section: 600T350-68 (50 ksi) Single Track (unpunched)
Maxo = 2700.7 ft-lb Va = 5350.3 lb I = 4.43 in^4
Loads have not been modified for strength checks
Loads have not been modified for deflection calculations
Bridging Connectors - Design Method =AISI S100
Axial Flexual, Stress
Span KyLy, KtLt Distortional Connector Ratio
Span NA 24.0", N/A N/A -
Web Crippling
Bearing Pa M
Support Load (lb) (in) (lb) (ft-lbs) Max Int. Stiffener?
R1* 529.25 1.00 680.4 0.0 0.39 NO
R2* 529.25 1.00 680.4 0.0 0.39 NO
"*" after support means punched near support
Code Check Required Allowed Interaction Notes
Span Max. Axial, lbs 0.0(t) - 0% KΦ=0.00 lb-in/in Max KL/r = N/A
Max. Shear, lbs 529.3 5350.3 10%
Max. Moment (MaFy, Ma-dist), ft-lbs 1918.5 2700.7 71%
Moment Stability, ft-lbs 1918.5 2700.7 71%
Shear/Moment 0.71 1.00 71% Shear 0.0, Moment 1918.5
Axial/Moment 0.71 1.00 71% Axial 0.0(c), Moment 1918.5
Deflection Span, in 0.556 --meets L/313--
Connector Anchor
Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction
R1 0.0 529.3 By Others & Anchorage Designed by Engineer NA NA
R2 0.0 529.3 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
Page 3 of 5
PROJECT : H-4 DOOR FRAME POST (6' TRIB WIDTH OF 5PSF) PAGE :
CLIENT : DESIGN BY : JB
JOB NO. : DATE : REVIEW BY :
Tube, Pipe, or WF Member Capacity Based on AISC 360-10/16
INPUT DATA & DESIGN SUMMARY
MEMBER SHAPE (Tube, Pipe, or WF) & SIZE HSS6.625X0.375 < == Pipe A Ix Iy
STEEL YIELD STRESS F 2/in4
y = 50 ksi, (345 MPa) in 6.88 34.00 34.00
(cm2/cm4) (44.4) (1415.2) (1415.2)
AXIAL COMPRESSION FORCE Pr = 1.2 kips, (5 kN), ASD
STRONG AXIS EFFECTIVE LENGTH Lc,x = KLx = 30 ft, (9.14 m)
WEAK AXIS EFFECTIVE LENGTH Lc,y = KLy = 2 ft, (0.61 m)
STRONG AXIS BENDING MOMENT Mrx = 3.375 ft-kips, (5 kN-m), ASD
STRONG AXIS BENDING UNBRACED LENGTH Lb = 30 ft, (9.14 m), (AISC 360 F2.2.c)
STRONG DIRECTION SHEAR LOAD, ASD Vstrong = 0.45 kips, (2 kN)
WEAK AXIS BENDING MOMENT Mry = 0 ft-kips, (0.0 kN-m), ASD
WEAK DIRECTION SHEAR LOAD, ASD Vweak = 0 kips, (0 kN)
THE DESIGN IS ADEQUATE.
ANALYSIS
CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 H1)
Pr 8 M rx M ry  Pr
 +  +  , for ≥ 0.2
Pc 9 Mcx Mcy  Pc
ïƒ = 0.11 < 1.0 [Satisfactory]
 Pr  M rx M ry  Pr
 + +  , for < 0.2
2Pc  Mcx Mcy  Pc
Where Pc = Pn / Ωc = 66 / 1.67 = 39.43 kips, (AISC 360 Chapter E)
> Pr [Satisfactory]
Mcx = Mn / Ωb = 57.50 / 1.67 = 34.43 ft-kips, (AISC 360 Chapter F)
> Mrx [Satisfactory]
Mcy = Mn / Ωb = 57.50 / 1.67 = 34.43 ft-kips, (AISC 360 Chapter F)
> Mry [Satisfactory]
CHECK SHEAR CAPACITY (AISC 360 G2)
Vn,strong / Ωv = 137.6 / 1.67 = 82.4 kips > Vstrong = 0.5 kips [Satisfactory]
Vn,weak / Ωv = 137.6 / 1.67 = 82.4 kips > Vweak = 0.0 kips [Satisfactory]
Page 4 of 5
1
PROJECT : H-4 DOOR FRAME HEADER (20' TRIB WIDTH OF 7PSF DL) PAGE :
CLIENT : DESIGN BY : JB
JOB NO. : DATE : REVIEW BY :
Tube, Pipe, or WF Member Capacity Based on AISC 360-10/16
INPUT DATA & DESIGN SUMMARY
MEMBER SHAPE (Tube, Pipe, or WF) & SIZE HSS6.625X0.375 < == Pipe A Ix Iy
STEEL YIELD STRESS F 2/in4
y = 50 ksi, (345 MPa) in 6.88 34.00 34.00
(cm2/cm4) (44.4) (1415.2) (1415.2)
AXIAL COMPRESSION FORCE Pr = 1.2 kips, (5 kN), ASD
STRONG AXIS EFFECTIVE LENGTH Lc,x = KLx = 10 ft, (3.05 m)
WEAK AXIS EFFECTIVE LENGTH Lc,y = KLy = 10 ft, (3.05 m)
STRONG AXIS BENDING MOMENT Mrx = 1.75 ft-kips, (2 kN-m), ASD
STRONG AXIS BENDING UNBRACED LENGTH Lb = 10 ft, (3.05 m), (AISC 360 F2.2.c)
STRONG DIRECTION SHEAR LOAD, ASD Vstrong = 0.7 kips, (3 kN)
WEAK AXIS BENDING MOMENT Mry = 0.625 ft-kips, (0.8 kN-m), ASD
WEAK DIRECTION SHEAR LOAD, ASD Vweak = 0.25 kips, (1 kN)
THE DESIGN IS ADEQUATE.
ANALYSIS
CHECK COMBINED COMPRESSION AND BENDING CAPACITY (AISC 360 H1)
Pr 8 M rx M ry  Pr
 +  +  , for ≥ 0.2
Pc 9 Mcx Mcy  Pc
ïƒ = 0.07 < 1.0 [Satisfactory]
 Pr  M rx M ry  Pr
 + +  , for < 0.2
2Pc  Mcx Mcy  Pc
Where Pc = Pn / Ωc = 278 / 1.67 = 166.46 kips, (AISC 360 Chapter E)
> Pr [Satisfactory]
Mcx = Mn / Ωb = 57.50 / 1.67 = 34.43 ft-kips, (AISC 360 Chapter F)
> Mrx [Satisfactory]
Mcy = Mn / Ωb = 57.50 / 1.67 = 34.43 ft-kips, (AISC 360 Chapter F)
> Mry [Satisfactory]
CHECK SHEAR CAPACITY (AISC 360 G2)
Vn,strong / Ωv = 137.6 / 1.67 = 82.4 kips > Vstrong = 0.7 kips [Satisfactory]
Vn,weak / Ωv = 137.6 / 1.67 = 82.4 kips > Vweak = 0.3 kips [Satisfactory]
Page 5 of 5
1
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: 17216 51st Ave NE
Parcel ID No.: 31052100400100 Project Name: NCS H-4 storage room
Project Description: Construct 6,288 s.f. H-4 storage room for car wash chemicals.
Primary Contact: Owner ✔ Owner’s Agent
Owner Name: Smartcap Arlington Airport Industrial Park QOZB, LLC Office No.:
chris@thesmartcapgroup.com 206-852-7780
Email Address: Cell No.:
Mailing Address: 8201 164th Ave. NE, Suite 105 City: Redmond State: WA Zip:98052
Owner’s Agent: Lance Mueller Architects Office No.: 206-325-2553 ext 4
Email Address: haroldc@lmueller.com Cell No.:
140 Lakeside, Suite 310 Seattle WA 98122
Mailing Address: City: State: Zip:
LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL
ITEM: DATE:
Mechanical Permit July 2024
ITEM: DATE:
Plumbing permit July 2024
ITEM: DATE:
Fire alarm modifications July 2024
ITEM: DATE:
Racking July 2024
ITEM: DATE:
Electrical modifications July 2024
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.
Harold Christensen 6-17-24
Siggnnature ature Print Name Date
SAVE PRINT
REV03.2022
June 12, 2024
Mr. Eddie Whitley
National Carwash Solutions
1500 SE 37th St.
Grimes, Iowa 50111
NATIONAL CARWASH SOLUTIONS – ARLINGTON, WA
CODE SUMMARY (DRAFT)
Dear Eddie,
This letter summarizes The Fire Consultants, Inc. (TFC) findings regarding the National
Carwash Solutions (NCS) car wash chemical storage warehouse in Arlington,
Washington. The applicable codes for our review are the 2021 International Building
Code (IBC) and the 2021 International Fire Code (IFC) with Washington State
Amendments (WAC 51-50 – WSBC and WAC 51-54 - WSFC). TFC understands the
NCS facility will be used to store potentially hazardous materials and does not include
any use (filling or dispensing) of hazardous materials. All materials are stored in closed
containers. We understand the existing building is one-story in height, 168,494 square
feet in area, and is protected throughout by an automatic sprinkler system. The
proposed NCS tenant space is approximately 31,825 square feet. The H-4 storage
room is approximately 6,000 square feet.
TFC was provided a materials inventory and Safety Data Sheets (SDS) for the
proposed materials stored. Materials were classified as defined in Chapter 3 of the IBC.
The proposed inventory amounts are 27,533 gallons of corrosive liquids, 7,681 Class
IIIB combustible liquids, 1249.5 gallons of Class IIIA combustible liquids, and 120
gallons of Class 2 oxidizer. A detailed list of classified materials can be found in the
appendix of this letter report. The proposed amount of corrosives appears to exceed
the exempt quantities from Table 307 of the IBC. As a result, the project should be
considered a Group H-4 (hazardous) occupancy and the following requirements would
apply. Class IIIB combustible liquids and Class 2 oxidizers fall beneath allowable
amounts in Section 307 the IBC. Class IIIA combustible liquids will require flammable
storage cabinets to fall beneath the allowable amounts (1320 gallons) of Section 307 of
the IBC.
182 Briarfield Dr. ph: (919) 301.0126 internet:
Apex, NC 27502 fax: (925) 979.9994 www.thefireconsultants.com
EDDIE WHITLEY 22-2590– Page 2
NATIONAL CARWASH SOLUTIONS June 12, 2024
ARLINGTON CODE SUMMARY
Building Code Requirements
1. IBC Section 506: Allowable area for a single story noncombustible, nonrated
(Type IIIB) construction type building is 70,000 square feet. If the building
otherwise meets the allowances for an unlimited area building then the aggregate
area of the Group H-4 occupancy area cannot exceed 10% of the building area.
This should be confirmed by the designer of record. The aggregate area of the
Group H-4 also cannot exceed 70,000 square feet and is required to be located
at the perimeter of the building.
2. IBC Section 508: A 1-hour fire barrier separation is required between Group H-4
and Group B, F-1, or S1 occupancies when the building is fully sprinklered.
3. IBC Table 1006.2.1: An additional exit from the Group H-4 space is required if it
has more than 10 occupants.
The following requirements from the IFC are related to the Group H-4 occupancy where
the amounts of corrosive liquids will be stored in excess of the maximum allowable
quantities (MAQ) specified by the code.
4. IFC Section 5001.5 requires permits for hazardous materials in excess of the
maximum allowable quantities. This includes a management plan and inventory
statement.
5. IFC Section 5003.5 requires hazardous identification signs per NFPA 704.
6. IFC Section 5003.9 requires training, procedures, fire department liaison,
security, protection from vehicles, and separation of incompatible materials.
7. IFC Section 5004.2 requires spill control and secondary containment.
Secondary containment should be sized for the largest container plus 20 minutes
of sprinkler water flow. Secondary containment should be sized with a minimum
of 13-inch curb heights. The containment should contain approximately 36,000
gallons based on 20 minutes of sprinkler water flow with k25.2 ESFR sprinklers
flowing 1616 gpm over the design area of 12 sprinklers. This calculation also
assumes subtracting 90 four foot by four foot (4’ x 4’) pallets being stored on the
floor within the room.
8. IFC Section 5004.3 requires mechanical ventilation, or natural ventilation where
shown to be acceptable, for the materials stored and approved by the local fire
official. As indicated in the IFC code commentary, natural ventilation is
acceptable when vapors are maintained in a way that lower flammability limits
(LFL) and permissible exposure limits (PEL) limits are not exceeded. NCS has
indicated all storage containers are closed and the materials have a vapor
EDDIE WHITLEY 22-2590– Page 3
NATIONAL CARWASH SOLUTIONS June 12, 2024
ARLINGTON CODE SUMMARY
density of less than one which will not result in off gassing if accidentally spilled
or leaked. See NCS letter in the appendix to this analysis.
9. IFC Section 5004.5 requires sprinklers to be designed for NFPA 13 Ordinary
Hazard Group II (OH2) with a design area of 3,000 square feet or greater. The
requirements for rack storage, if utilized, may be greater.
10. IFC Section 5004.7 requires standby power for mechanical ventilation if
provided/required.
11. IFC Section 5004.9 requires an emergency alarm system.
12. IFC Section 5404.1 requires liquid tight floors.
Prepared by: Reviewed by:
THE FIRE CONSULTANTS, INC. THE FIRE CONSULTANTS, INC.
6/12/2024 6/12/2024
Adam Edwards Date Date
JAE/jae
22-2590/rpaeew 22-2590 NCS Arlington
Storage Use Water Unstable
PN Common Name Gal Amount Flammability Corrosive Toxic Reactive Reactive
Oxidizer Notes
V41336 AAP VCTY CLR COAT PROT CLN FL 162.5 N/A IIIA CORR
V29324 BCL AHS DRYING AGENT 4X1GL 354 N/A IIIA CORR
V30624 BCL AHS PRDSE FOAM SP 4X1GL 24 N/A IIIA CORR
0611-30 BCL LO PH 190 PRESOAK 15 GAL 120 N/A IIIA CORR
2307-CF BCL SPR CONC COLD WAX 2X2.5GAL 262.5 N/A IIIA CORR
30000338 BCL SUPER CONC COLD WAX 30GL 250 N/A IIIA CORR
30008422 BCL PRODUCT X 2X1GL 8 N/A IIIA
30002553 BCL REVIVE-IT DB 2X1GL 13 N/A IIIA
V41536 BCL SUPER GLASS CLEANER, CLN FL 52.5 N/A IIIA
30001292 BCL VELVET CUT 2X1GL 3 N/A IIIA
V19724 AAP AHS CLR COAT PRO 4X1GL 40 N/A IIIB CORR
30000113 BCL PREP RINSE 30GL 210 N/A IIIB CORR
V28536 BCL PREP RINSE, CLN FL 20 N/A IIIB CORR
V35836 AAP CERAMIC SEAL CLN FL 255 N/A IIIB CORR
V36036 PRF WHEEL CLEANER CFL 170 N/A IIIB CORR
V50124 BCL AHS ENZYME BUG RMVR 4X1GL 144 N/A IIIB CORR
30000348 BCL COLD WAX 30GL 240 N/A IIIB CORR
30000349 BCL COLD WAX 55GL 165 N/A IIIB CORR
V36336 BCL SC BUG REMOVER 2X2.5GL 220 N/A IIIB CORR
V36336 BCL SUPER CONC BUG RMVR CFL 315 N/A IIIB CORR
H40136 BCL SUPER CONC W&T CLNR CFL 435 N/A IIIB CORR
H40160 BCL WHL&TIRE CLN SUP CONC 30GL 210 N/A IIIB CORR
V31536 PRF CONDITIONER BLUE, CLN FL 245 N/A IIIB CORR
V33336 PRF CONDITIONER RED CLN FL 295 N/A IIIB CORR
V33436 PRF CONDITIONER YELLOW, CLN FL 1265 N/A IIIB CORR
V31636 PRF HI PH 3000 PRESOAK CFL 170 N/A IIIB CORR
V31736 PRF LO PH 1000 PRESOAK CFL 230 N/A IIIB CORR
V36424 RNX AHS OP PLUS 4X1GL 168 N/A IIIB CORR
V35360 RNX ONLINE PROTECT PLS 30G 120 N/A IIIB CORR
V35336 RNX ONLINE PROTECTANT, CLN FL 625 N/A IIIB CORR
UF421 SEALANT 421 TROPICAL FRUIT 480 N/A IIIB CORR
V29224 AAP AHS COND YELLOW 4X1GL 352 N/A IIIB
IRRITANT
V21224 AAP AHS COND BLUE 4X1GL 200 N/A IIIB
IRRITANT
V23024 AAP AHS COND RED 4X1GL 176 N/A IIIB
IRRITANT
311936 AAP EXTREME SHINE WAX CLN FL 20 N/A IIIB
IRRITANT
311936 AAP EXTREME SHINE WAX, CLN FL 315 N/A IIIB
IRRITANT
V30424 AAP AHS ESW 4X1GL 172 N/A IIIB
UF431 LUSTRAFOAM W/CARNAUBA WAX 431 224 N/A IIIB
V38136 PRF ONLINE TIRE DRESSING, CLN FL 200 N/A IIIB
277850 BCL AQUA CLEAR 20GL 120 N/A CORR
2
30003673 BCL HI PH 3600 30GL 600 N/A CORR
IRRITANT
V40336 AAP LO PH COND BLU CHRY CLN FL 185 N/A CORR
V40536 AAP LO PH COND RED CHRY CLN FL 215 N/A CORR
V40436 AAP LO PH CONDITIONER YELLOW CHERRY, CLN FL 145 N/A CORR
UF715 ACIDIC EXTENDER,LPH,4GAL CASE 32 N/A CORR
V28136 BCL 1 STEP WHL CLEANER CLN FL 30 N/A CORR
7600035 BCL 1 STEP WHL CLNR 30GL 390 N/A CORR
V30924 BCL AHS HI PH 3400 HW 4X1GL 2080 N/A CORR
V19624 BCL AHS LO PH 1100 4X1GL 180 N/A CORR
V38224 BCL AHS OPTIMIZE 4X1GL 768 N/A CORR
V20124 BCL AHS WHEEL CLEANER 4X1GL 1648 N/A CORR
V41736 BCL CLEAN UP, CLN FL 255 N/A CORR
V41836 BCL DRI-CLEAN LO FOAM, CLN FL 10 N/A CORR
V35136 BCL HARD WATER BOOST CLN FL 35 N/A CORR
H41636 BCL HD ALKALINE PRESOAK CLN FL 1605 N/A CORR
H41660 BCL HEAVY DTY ALK PRESOAK 30GL 690 N/A CORR
30003353 BCL HI PH 3618 30GL 300 N/A CORR
30003233 BCL HI PH 366 30GL 120 N/A CORR
30003053 BCL HI PH 3692 30GL 600 N/A CORR
V38936 BCL HI PH 3700 AF 2X2.5GL 185 N/A CORR
V51124 BCL HI PH 380 4x1GL 1152 N/A CORR
V41636 BCL IMPACT, CLN FL 65 N/A CORR
30002233 BCL LO PH 140 30GL 150 N/A CORR
V28036 BCL LO PH 140, CLN FL 120 N/A CORR
30002223 BCL LO PH 180 30GL 120 N/A CORR
30000160 BCL LO PH BODY BRITE 30GL 120 N/A CORR
M29785 BCL LO PH FIRST STEP 2405 55GL 165 N/A CORR
M29736 BCL LOPH FIRT STEP 2405 5G 360 N/A CORR
V38336 BCL OPTIMIZE 2X2.5GL 65 N/A CORR
258060 BCL PARADISE FOAM SHAMPOO 30GL 210 N/A CORR
258036 BCL PARADISE FOAM SHAMPOO CFL 625 N/A CORR
V37160 BCL PRESOAK LIME 30GL 210 N/A CORR
V37136 BCL PRESOAK LIME CLN FL 15 N/A CORR
H40136 BCL SC WHEEL&TIRE CLNR 2X2.5GL 175 N/A CORR
7600028 BCL SMART CLEAN 340 15GL 45 N/A CORR
30008748 BCL SMART SHINE 130 15GL 210 N/A CORR
7600092 BCL SOILAWAY 30GL 150 N/A CORR
V28236 BCL SOILAWAY, CLN FL 35 N/A CORR
V37236 BCL TIRE & ENGINE CLEANER, CLN FL 245 N/A CORR
0445-CF BUGGOO,CLN FL 20 N/A CORR
18368-PS1 CHEM/CLEANCUT 360,CLN FL 930 N/A CORR
18368-PS7 CHEM/MP5000, CLN FL 225 N/A CORR
18368-PS3 CHEM/PREP PRO I,CLN FL 480 N/A CORR
2461-04 CLEAR LUSTRASHIELD-4 GAL. CASE 32 N/A CORR
UF341 CONDITIONER 341 CHERRY BLUE 176 N/A CORR
UF342 CONDITIONER 342 CHERRY RED 240 N/A CORR
UF343 CONDITIONER 343 CHERRY YELLOW 136 N/A CORR
UF400 DRYING AGENT 400 - 4 GAL CASE 176 N/A CORR
UF427 FOAMY GLO-N-GO 427 - 4 GAL 96 N/A CORR
UF505 HIGH ALKALINE CLEANER - 4 GAL 360 N/A CORR
UF515 HIGH PH- ALKALINE EXTENDER 4/G 308 N/A CORR
UF030 LIQUIBASE 4/GAL 96 N/A CORR
UF260 LOW PH BODY SHAMPOO 260-4 GAL 288 N/A CORR
UF205 LOW PH PRESOAK-4GAL CASE 136 N/A CORR
UF441 LUSTRASHIELD W/BDR 441-GRAPE 88 N/A CORR
UF311 POLISH CHERRY BLUE 311 - 4 GAL 480 N/A CORR
UF312 POLISH CHERRY RED 312 - 4 GAL 480 N/A CORR
UF313 POLISH CHERRY YELLOW 313-4GAL 480 N/A CORR
V37636 PRF TIRE & ENGINE CLEANER, CLN FL 40 N/A CORR
UF447 PROSHIELD UF447 - 4 GAL CASE 64 N/A CORR
1332-CF SPECTRUM TRE&WHL CLN EC CLN FL 15 N/A CORR
UF500 TIRE & WHEEL 500 GREEN - 4 GAL 128 N/A CORR
UF222 ULTRA PRESOAK 222-4 GAL CASE 144 N/A CORR
UF224 ULTRA PRESOAK 4 GAL CASE 160 N/A CORR
13398-WC1 WALL CLEANER,CLN FL 130 N/A CORR
V35724 AAP AHS CERAMIC SEAL 4X1GL 576 N/A
IRRITANT
V29424 AAP AHS POLISH BLUE 4X1GL 40 N/A
IRRITANT
V29524 AAP AHS POLISH RED 4X1GL 40 N/A
IRRITANT
V29624 AAP AHS POLISH YELLOW 4X1GL 40 N/A
IRRITANT
V40236 AAP CLEAR COAT POLISH YELLOW BBG, CLN FL 85 N/A
IRRITANT
H43736 AAP CLEAR COAT PROTECTANT BLUE, CLN FL 10 N/A
IRRITANT
H43636 AAP CLEAR COAT PROTECTANT PINK, CLN FL 15 N/A
IRRITANT
V40036 AAP CLR CT POL BLU BBG CLN FL 100 N/A
IRRITANT
V40136 AAP CLR CT POL RED BBG CLN FL 100 N/A
IRRITANT
M39036 AAP HIGH GLOSS 15GL 870 N/A
IRRITANT
M39060 AAP HIGH GLOSS TIRE DRSNG 55GL 900 N/A
IRRITANT
H50450 AAP ORIGINAL PROTECTANT 20GL 140 N/A
IRRITANT
H50485 AAP ORIGINAL PROTECTANT 55GL 165 N/A
IRRITANT
35101-610 AMPLIFY, PEACH-MANGO, CLN FL 35 N/A
IRRITANT
V20024 BCL AHS BUG REMOVER 4X1GL 576 N/A
IRRITANT
147960 BCL BLUE PEARL TD 30GL 210 N/A
IRRITANT
30000026 BCL CLNG N CLN NEUT FM 30G 150 N/A
IRRITANT
V28336 BCL CLNG N CLN NEUT FM CLN FL 525 N/A
IRRITANT
30006822 BCL CREME PROTECTANT 2X1GL 26 N/A
IRRITANT
30008573 BCL DISSOLVE ALL 30GL 120 N/A
IRRITANT
V41936 BCL DISSOLVE ALL, CLN FL 195 N/A
IRRITANT
V38536 BCL FM FRAG-WTRLY PEAR 2X2.5GL 145 N/A
IRRITANT
V37336 BCL FOAM FRAG-CINNAMON 2X2.5GL 30 N/A
IRRITANT
V39036 BCL FOAM FRAG-CITRUS 2X2.5GL 205 N/A
IRRITANT
V37536 BCL FOAM FRAG-WILDBERRY 2X2.5G 155 N/A
IRRITANT
30006253 BCL HANDS ON 30GL 390 N/A
IRRITANT
V28736 BCL HANDS ON, CLN FL 55 N/A
IRRITANT
14470-BD1 BCL MEGA FOAM BLUE,CLN FL 700 N/A
IRRITANT
14470-RD1 BCL MEGA FOAM RED,CLN FL 825 N/A
IRRITANT
14470-WD1 BCL MEGA FOAM WHITE,CLN FL 1365 N/A
IRRITANT
14470-YD1 BCL MEGA FOAM YELLOW,CLN FL 770 N/A
IRRITANT
30006473 BCL RINSE DRI 30GL 120 N/A
IRRITANT
30000823 BCL VX77 ODOR CONTRAC 2.5G 7.5 N/A
IRRITANT
V27636 BLM ORIG PROTECTANT CLN FL 60 N/A
IRRITANT
V27436 BLM OTD 2X2.5GL 240 N/A
IRRITANT
30003763 BLM OTD HI SIL 30GL 390 N/A
IRRITANT
30003743 BLM TIRE WET 30GL 120 N/A
IRRITANT
UF265 BODY SHAMPOO 265 NEUTRAL-4GAL 72 N/A
IRRITANT
UF461 C-FORCE CERAMIC ORANGE-VANILLA 144 N/A
IRRITANT
27200-CP1 CHEM/CERAMIC PUNCH,CLN FL 160 N/A
IRRITANT
20269-CC1 CHEM/CLEAR COAT PROTECTANT,CFL 165 N/A
IRRITANT
51052-1538 CHEM/LAUNDRY DETERGENT,30GAL 120 N/A
IRRITANT
27200-RS1 CHEM/RAINSHIELD,CLN FL 540 N/A
IRRITANT
20269-CC2 CHEM/RAZBERRY CLEAR COAT, CFL 165 N/A
IRRITANT
20269-SG1 CHEM/REFLECTION,CLN FL 40 N/A
IRRITANT
18368-PS8 CHEM/WIPE OUT,CLN FL 170 N/A
IRRITANT
14470-LB1 DETERGENT/BLUE FOAM LO PH,CFL 315 N/A
IRRITANT
14470-WW1 DETERGENT/FLEET DUO,CLNFL 80 N/A
IRRITANT
14470-WD2 DETERGENT/FLEET FOAM,CLNFL 80 N/A
IRRITANT
14470-LR1 DETERGENT/RED FOAM LO PH,CFL 195 N/A
IRRITANT
14470-LW1 DETERGENT/WHITE FOAM LO PH,CFL 350 N/A
IRRITANT
14470-005 DETERGENT/WHITE FOAM,55 GAL 1210 N/A
IRRITANT
14470-LY1 DETERGENT/YELLOW FM LO PH,CFL 145 N/A
IRRITANT
UF250 FOAMING DETERGENT BUBBLE GUM 160 N/A
IRRITANT
UF235 FOAMY PRESOAK 235-4 GAL CASE 160 N/A
IRRITANT
UF240 HIGH PRESSURE DETERGENT 240 80 N/A
IRRITANT
2301-CF PEARL SEALANT & DA LEMON-2X2.5 30 N/A
IRRITANT
V34236 PRF DRYING AGENT CFL 170 N/A
IRRITANT
V33236 PRF PEACH FOAM WAX, CLN FL 195 N/A
IRRITANT
1720-30 PROSHEEN-30 GAL. 120 N/A
IRRITANT
1720-04 PROSHEEN-4 GAL 24 N/A
IRRITANT
10415-DA4 RINSE/RINSE-OFF,CLN FL 60 N/A
IRRITANT
V38424 RNX AHS GRAPHENE 4X1GL 404 N/A
IRRITANT
V28436 RNX UNDERBDY RST INHIB CLN FL 165 N/A
IRRITANT
UF540 RUST-BAN 540 - 4 GAL CASE 32 N/A
IRRITANT
1310-CF SPECTRUM HP DETERGENT CLN FL 155 N/A
IRRITANT
1310-30 SPECTRUM HP DETERGENT-30GAL 120 N/A
IRRITANT
1707-04 TIRE JELLY - 4 GAL. 160 N/A
IRRITANT
1707-30 TIRE JELLY 30 GAL 150 N/A
IRRITANT
1707-CF TIRE JELLY, CLN FL 315 N/A
IRRITANT
UF608 TROPICAL FRUIT 608 -4 GAL CASE 24 N/A
IRRITANT
95115-04 VISION ULTRA-4 GAL CASE 64 N/A
IRRITANT
11773-BW1 WAX/BLUE FOAM WAX CONC,CLN FL 255 N/A
IRRITANT
11773-SW1 WAX/ORANGE SHINE PRO,CLN FL 40 N/A
IRRITANT
11773-RW1 WAX/RED FOAM WAX CONC,CLN FL 165 N/A
IRRITANT
11773-DA1 WAX/WAX LUSTER R,CLN FL 525 N/A
IRRITANT
11773-YW1 WAX/YELLOW FOAM WAX CONC,CFL 45 N/A
IRRITANT
May 2, 2024
RE: NCS Class 8 chemicals in Arlington, WA
To Whom It May Concern:
This letter is for the purpose of addressing National Carwash Solutions (NCS) diligence regarding its
Class 8 chemical safety. The Class 8 corrosives manufactured by NCS are not classiï¬ed as
inhalation hazards. The location at 17216 51st Avenue, Arlington, WA will only be used for storing
NCS chemicals for distribution. These chemicals are stored in closed containers. Therefore no
ordinary activities at the facility will involve manufacturing or open chemicals. If a container was
compromised resulting in a spill, the chemicals have vapor densities that are greater than 1 and
thus will not o -gas into the breathing zone. Since these chemicals do not o -gas into the breathing
zone, no further ventilation with backup generators would be necessary for storage.
If you have any questions or any further documentation is desired, please contact me at 515-300-
4238 or email me at grimbey@ncswash.com.
Sincerely,
Guy Rimbey, CSP
Director of Safety & Compliance
National Carwash Solutions, Inc. 1500 SE 37th Street, Grimes, IA 50111
Kevin Richardson, GeoTest 6/17/24
x
Tim Martin Concrete, Steel
Dan Weaver Concrete, Steel
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