Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19700 67th Ave Ne Blgd A_P26-0098_2026
18204 59th Avenue NE • ' • 14 op Arlington, Washington 98223 to tt Phone: 360-403-3551 jNG� WASHINGTON C Commercial - Alteration Permit Parcel:31051500101500 Permit#:26-0098 Permit Address:19620 67TH AVE NE Date Issued:February 27,2026 Description of Work:Rooftop install of a PERMIT EXPIRES 180 DAYS photovoltaic solar system AFTER DATE OF ISSUANCE. Valuation:$30126 Code Year:2021 OWNER APPLICANT CONTRACTOR SNOHOMISH CO PROP MGMT SNOHOMISH CO PROP MGMT A and R Solar Corp 3000 ROCKEFELLER AVE M/S 404 EVERETT,WA, 3000 ROCKEFELLER AVE M/S 404 EVERETT WA 98201 98201 206 7079973 permits@a-rsolar.com eric.nordstrom@co.snohomish.wa.us registration_number:RSOLAS*825P9 PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. It is unlawful to use or occupy a building or structure until a final inspection has been made and approval or a Certificate of Occupancy has been granted. This permit authorizes only the work noted and covers work to be done on private property only. Any construction on public domain (curbs, sidewalks, driveways, marquees, etc.) will require a separate permit. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. CONDITIONS 1.) Approved job copy shall be onsite for inspections 2.) Adhere to approved plans 3.) Call for inspections INSPECTIONS Inspection Line: 360-403-3417 Call for inspections by 3:30 pm for next day inspection. Please allow 48 hours for Fire Inspections. Please provide the following information when leaving a message: Permit Number, Type of Inspection, and provide preference of morning or afternoon inspection. Inspection Portal: Please login to customer portal and submit for the desired inspection type for the permit. r Kevin Olander Building Inspector ASSOCIATED FEES Date Description Paid Date Amount Paid Balance January 27, State Surcharge-Commercial Fee (633.386.00.01.00) $25.00 2026 January 27, Processing/Technology(320.341.43.00.02) $25.00 2026 January 27, Building Permit(006.322.10.00.01) $664.36 2026 January 27, Building Plan Review(006.345.83.00.02) $440.49 2026 TOTAL: Permit Fees $1,154.85 $1,154.85 Credit/Debit Card 262 Payment Successful January 30, 2026 $1,154.85 $0.00 COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION • Community and Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents.See ASSISTANCE BULLETIN#30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING;Incomplete applications will not be accepted. REQUIRED DOCUMENTS City of Arlington Commercial Tenant Improvement Permit Application Site Plan Architectural Plans ✓ Structural Plans ✓ Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com� Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and Welding ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ■❑ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: New Space ❑ Addition Alteration Property Address: 19700 67th Ave NE Project Valuation: $30,126.00 Lot#: Parcel ID No.: 31051500101500 Subdivision: Project Scope of Work: Rooftop install of a photovoltaic solar system 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 Sth 6th Primary Contact: ❑ Owner ❑ Architect ❑ Engineer ❑■ Contractor Owner Name: SNOHOM ISH CO PROP MGMT Office No.: (425) 388-7500 Email Address: Cell No.: Mailing Address: 3000 Rockefeller Ave City: Everett State: WA Zip: 98201 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: A and R Solar SPC Office No.: 206-707-9937 Email Address: permits@a-rsolar.com Cell No.: 802-857-8932 Mailing Address: 9700 MILK Jr Wy S City: Seattle State: WA Zip: 98118 L&I Contractor License Number: RSOLAS*825P9 Expiration Date: 11/19/26 REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit: 0 New Installation O Addition 0 Alteration O Replaced O 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 0 Not Applicable Proposed Piping Material: 0 CSST 0 Brass 0 Black Steel 0 Galvanized Steel O Other Proposed Piping Size: O 1/2" O 5/s" O 3/4" O 1" O 11/2" 0 2" Inlet Pressure: Pressure Drop: Specific Gravity: pr MECHANICAL PERMIT FEES (per unit Type of Fixture No.of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond.Unit<_100Btu h x $ 15.00 = $ Air Cond.Unit>100Btu h x $25.00 = $ Air Cond.Unit>50OBtu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu h>3h x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>100Btu/h 3-15hp x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x $ 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 Pi in <_ 5 units x $ 15.00 = $ Gas Piping> 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance-regulated by x $ 15.00 = $ mechanical code,not otherwise specified Pkg. Units 15100btu 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 :5 100 Btu h x $ 15.00 = $ Unit Heaters >100 Btu h x $ 25.00 = $ VAV Boxes (Variable Air Volume,part of air x $ 10.00 = $ conditioning system) Wall Heaters- Gas Fired x $ 25.00 = $ Water Heater- Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY— USE A SEPARATE SHEET, IF NECESSARY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE:Any interior pressure regulators must be indicated REV03.2022 Page 4 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit: O New Installation O Addition O Alteration O Replaced 0 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: 0 Fixture specifications and equipment with locations. 0 Location and type of all backflow assemblies for each fixture. 0 Calculations for Grease Interceptor. 13 Pipe size and location of sanitary and potable water systems. 13 Riser diagram of waste,vent,and rain water systems,including sizes. 0 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 LM oft PLUMBING PERMIT FEES (per fixture) Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker Refri erator x $ 15.00 = Irrigation-per meter x $ 25.00 = Kitchen Sink&Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas 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 O Don't Know Does the plumbing system currently have an oil/water ❑ Yes ❑ No O Don't Know separator? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing,rinsing, ❑ Yes 0 No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes 0 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 ve-described property will be in accordance with the laws,rules and regulation of the State of Washington. Lara Worcester 1/23/2026 Signature Print Name Date REV03.2022 Page 7 of 7 . SILFAB COMMERCIALNTC ILFAB •'� SOLAR° SIL-530 XM BIFACIAL City of Arlington Building Department APPROVED Kevin Olander - 02/27/2026 No changes authorized unless approved by the Building Official --.- NEXT- GENERATION N - TYPE CELL TECHNOLOGY Improved Shade Tolerance Efficient Bifacial Energy Yield Improved Low-Light Performance Enhanced Durability • Increased Performance in Reduced Degradation Rate High Temperatures 25-Year Product Warranty/ 30-Year Performance Warranty SILFABSOLAR.COM C E ❑0 �E1��_ 'Ec Intertek ELECTRICAL SPECIFICATIONS r Test Conditions STC BSTC NOCT Module Power(Pmax) Wp 530 578.2 391.3 Maximum powervoltage(Vpmax) V 41.05 41.05 37.76 Maximum power current(Ipmax) A 12.91 14.08 10.36 Open circuit voltage(Voc) V 47.74 47.79 43.91 Short circuit current(Isc) A 13.71 14.96 11.00 Module efficiency % 22.3% Maximum system voltage(VDC) V 1500 Series fuse rating A 30 Power Tolerance Wp 0 to+10 Bifaciality Factor % 80+-10 Performance conditions:Measurement tolerance<-3%•Standard Test Conditions(STC):1000 W/m',AM 1.5,Temperature 25°C•Nominal Operating Cell Temperature(NOCT):800 W/m',AM 1.5•Bifacial Standard Test Conditions(BSTC):1000 W/m2+cp x 135 W/m2,cp=80%,AM 1.5•Electrical characteristics may vary by 5%. MECHANICAL O. COMPONENTS Module weight 26.2 kg 0.2 kg 57.8lbs 0.4lbs Dimensions(H x L x D) 2098 mm x 1133 mm x 35 mm 82.6 in x 44.6 in x 1.4 in Maximum surface load(wind/snow)* 2400 Pa rear load/5400 Pa front load 50.1 Ib/ft2 rear load/112.8 lb/ft'front load Hail impact resistance o 25 mm at 83 km/h o 1 in at 51.6 mph Cells 132 Half cells-N-Type Silicon solar cell 132 Half cells-N-Type Silicon solar cell 91x182mm 3.58x7.16in Glass 3.2 mm high transmittance,tempered, 0.126 in high transmittance,tempered, DSM antireflective coating DSM antireflective coating Cables and connectors(referto installation manual) 1350 mm,o 5.7 mm,EV02 from Staubli 53.1 in,a 0.22 in(12AWG),EV02 from Staubli Backsheet High durability,superior hydrolysis and UV resistance,multi-layer dielectric film, fluorine-free clear PV backsheet Frame Anodized Aluminum(Silver) Junction Box UL 3730 Certified,IEC 62790 Certified,IP68 rated,3 diodes TEMPERATURE RATINGS WARRANTIES Temperature Coefficientlsc 0.04%/-C Module product workmanship warranty 25 years** Temperature Coefficient Voc -0.24%/'C Linear power performance guarantee 30 years Temperature Coefficient Pmax -0.29%/°C 2:98%end 1st yr NOCT( 2-C) 45*C >_94.7%end 12th yr >_90.8%end 25th yr Operating temperature -40/+85'C >_89.3%end 30th yr CERTIFICATIONS SHIPPING SPECS UL 61215,UL 61730,CSA C22.2#61730,IEC 61215,IEC 61730,IEC 61701(Salt Mist Modules Per Pallet: 29 or 29(California) Product Corrosion),IEC 62716(Ammonia Corrosion),CEC Listed, UL Fire Rating:Type 1 Pallets Per Truck 24 or 23(California) Factory IS09001:2015 Modules Per Truck 696 or 667(California) " A Warning.Read the Safety and Installation Manual for mounting specifications and before handling,installing and operating modules. " 12 year extendable to 25 years subject to registration and conditions outlined under"Warranty"at silfabsolar.com. PAN files generated from 3rd party performance data are available for download at:silfabsolar.com/downloads. 1 ® _ - 1 _ 82.6"[2098ri v E E _15.7"[399mm] 51.2"[1300mm] _ �" 8"[200mm] Tracker Mounting Hole(x8-10x7) _15.7"[399mm]_ Mounting Hole(x4-12x7) ` 1 1 SILFAB SOLAR INC. 1770 Port Drive 1.4"[35mm] Burlington WA 98233 USA T+1360.569.4733 a E info@silfabsolar.com W E E SILFABSOLAR.COM o cn a) M 3 0 7149 Logistics Lane M E 13 [105mm] ih Fort Mill C 29715 USA o n o n T+1 839.400.4338 ,r. 240 Courtneypark Drive East 53.15" Mississauga ON L5T 2S5 Canada [1350mm] T+1905.255.2501 Cable Length F+1905.696.0267 ti ► 1 Silfab-SIL-530-XM-BIFACIAL 20250402 _ No reproduction of any kind is allowed without permission.Data 2.4" 15.7"[400mm] and information is subject to modifications without notice.@Silfab [60mm] 00.17"[f1J4.2mm](x2) Drainage Solarinc.,2024.Silfab Solar®is a registered trademark of Silfab 31.1"[790mm] Grounding Hole Hole(x8) Solarinc. Commercial Power MV O Optimizer m USA Domestic Content Eligible X C651U O N m 70 Made in the Us, from imported parts SolarEdge's USA-manufactured offering for C&I projects, for power optimization at the module level • Eligible for Domestic Content* Enhanced Monitoring and Visibility • SolarEdge USA-manufactured power 0 Maximum system visibility up to the individual optimizers, when paired with certain SolarEdge module level USA-manufactured inverters, are intended to 0 Pinpointed fault detection and remote be eligible for the enhanced federal income tax troubleshooting credit for domestic content • Maximum Protection with Built-in Safety • Higher Energy Yields • Designed to automatically reduce high DC voltage • Generates maximum power from each PV to touch-safe levels, upon grid/inverter shutdown, module with SafeDC'm • High efficiency(99.5%) 0 Includes SolarEdge Sense Connect, designed to • Supports high power and bifacial PV modules, prevent arcs by monitoring Power Optimizer including G12 modules connectors for overheating • Certified to Photovoltaic Rapid Shutdown, according to NEC 2014—2023 For more information,refer to the last page of this document solaredge.com solar=@@ Power Optimizer USA Domestic Content Eligible for North America C651 U Power Optimizer Model INPUT Rated Input DC Powers' 650 W Absolute Maximum Input Voltage(Voc) 80 Vdc MPPT Operating Range 12.5—80 Vdc Maximum Short Circuit Current(Isc)of Connected PV Module(') 20 Adc Maximum Adjusted Short Circuit Current(with Safety Factor)03 25 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 °% Overvoltage Category II OUTPUT DURING OPERATION Maximum Output Power 650 Wdc Maximum Output Current 24 Adc Maximum Output Voltage 60 Vdc SAFETY FEATURES SafeDC- Yes Safety Output Voltage per Power Optimizer 0.5±0.075 Vdc Sense Connect Yes Photovoltaic Rapid Shutdown System Yes,NEC 2014-2023 STANDARD COMPLIANCE EMC FCC Part 15;IEC 61000-6-2;IEC 61000-6-3 Safety IEC62109-1(class II safety);UL 1741;UL 3741;CSA C22.2#107.1 Material UL94 V-0,UV Resistant ROHS Yes Fire Safety VDE-AR-E 2100-712:2013-05 INSTALLATION SPECIFICATIONS Commercial Three Phase Inverters with one of the following part number structures: Compatible SolarEdge Inverters(') xSE-SIN-USxxlxxxx SE-DBL-USxxlxxxx SE-TRI-USxxlxxxx Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 128 x 155 x 52/5.03 x 6.10 x 2.05 mm/in Weight 1080/2.38 gr/lb_ Input Connector MC4(5) Input Wire Length (+)1.4,()1.4/(+)4.59,(-)4.59(6) m/ft Output Connector MC4 Output Wire Length (+)3.0()0.10/(+)9.84,(-)0.32 m/ft Operating Temperature Range(') -40 to+85/-40 to+185 °C/`F Protection Rating IP68/NEMA6P Relative Humidity 0—100 % (1)Modules with a front side maximum power of up to 715W at STC are allowed.Up to+5%power tolerance is allowed. (2)When using bifacial modules,consider only the front side Isc at STC(0%back side gain).For details,see here. (3)Adjusted for ambient temperature,irradiance,bifacial gain,safety factor,and so on,in accordance with NEC and CSA. (4)For detailed inverter compatibility information,see here. (5)For other connector types please contact SolarEdge. (6)The Sense Connect feature is only enabled on the output wire connectors.For details,see here. (7)For ambient temperatures above+65°C/+1497,power derating is applied.For details,see here. ©SolarEdge Technologies,Ltd.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc. \ -All other trademarks mentioned herein are trademarks of their respective owners.Date:April 14,2025 DS-000245-NAM.Subject to change without notice. ROHS - us Intertek Power Optimizer USA Domestic Content Eligible for North America C651 U PV System Design Using a ScilarEdge 208V Grid 208V Grid 277/480V Grid 277/480V Grid 40 Compatible Power Optimizers 1U Minimum String Length Power Optimizers 13 13 18 18 PV Modules 13 13 18 18 Maximum String Length Power Optimizers 57 57 57 57 PV Modules 57 57 57 57 Maximum Continuous Power per String 10,000 9600 20,400 20,400 W 1 string—11,400 1 string—22,650 1 string—22,650 per Maximum Allowed Connected Power String(') 1 string more— p g 15,000 2 strings or more— 2 strings or more— 2 strings or more— W 15,600 30,400 30,400 Parallel Strings of Different Lengths or Orientations Y s Maximum Difference in Number of Power Optimizers Allowed Between the Shortest and Longest String Connected to the 5 Power Optimizers Same Inverter Unit *The same rules apply for Synergy units of equivalent power ratings,that are part of the modular Synergy Technology inverter. (8)C651U cannot be mixed with any other Power Optimizer models in the same string. (9)To connect more STC power per string,design your project using SolarEdge Designer. C651U Mechanical Drawing T82 I:::,— iss 135 0 gN" II! i .z Eligibility for Domestic Content As it relates to the domestic content rules,the U.S.Department of Treasury and the IRS have not yet issued proposed or final regulations.Rather,the IRS has issued three notices-Notice 2023-38,Notice 2024-41 and Notice 2025-08.These notices provide guidance regarding the domestic content rules.SolarEdge products referenced herein are manufactured with the intent to be eligible for inclusion under the elective safe harbor table in calculating the Domestic Cost Percentage under the'Rooftop(MLPE)"category(under IRS Notices 2024-41 and 2025-08,depending on the PIN used—see chart below).Eligibility is subject to the installation of qualified USA-Manufactured inverters and Power Optimizers(C651U)in the same project.SolarEdge does not provide tax and/or legal advice.You should consult with your own legal and/or tax advisor(s)regarding the eligibility of your project for the ITC or PTC,including the 10%Domestic Content bonus,to determine how the applicable rules apply to your project.The forward-looking statements in this document are accurate as of the date herein and are subject to change.For more information,please contact your local SolarEdge sales representative. PN Domestically produced MPCs per notice 2024-41* Domestically produced MPCs per notice 2025-08* USE-SIN-USROIBNS6,when paired with C651U Printed Circuit Board Assemblies,Electrical Parts, Printed Circuit Board Assemblies(DC-DC)and Enclosure(35.6%) (AC-AC),Enclosure,Production(24.8/0) USESUK-USROINNN6,when paired with C651U Printed Circuit Board Assemblies,Electrical Parts, Printed Circuit Board Assemblies(DC-DC)and Enclosure(35.6%) (AC-AC),Enclosure,Production(24.8/0) USE-SIN-USROIBNS8,when paired with C651U Printed Circuit Board Assemblies,Electrical Parts, Printed Circuit Board Assemblies(DC-DC)and Enclosure(17.6%) (AC-AC),Enclosure,Production(24.8/a) USESUK-USROINNN8,when paired with C651U Printed Circuit Board Assemblies,Electrical Parts, Printed Circuit Board Assemblies(DC-DC)and Enclosure(17.6%) (AC-AC),Enclosure,Production(24.8/a) ©SolarEdge Technologies,Ltd.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc. All other trademarks mentioned herein are trademarks of their respective owners.Date:April 14,2025 DS-000245-NAM.Subject to change without notice. ROHS A��. Intertek Three Phase Z Commercial Inverter m USA Domestic Content Eligible* For North America SE10KUS / SE17.3KUS E OK SE40KUS m 12-20 YEAR WARRANTY solar,[ .jAir � ® Made in the from imported parts SolarEdge's USA-manufactured offering for C&I rooftops and carports Eligible for domestic content*: SolarEdge's USA- / Built-in type 2 DC and AC Surge Protection,to better manufactured inverters,when paired with certain withstand lightning events SolarEdge USA-manufactured power optimizers, are intended to be eligible for the enhanced federal I Integrated arc fault protection and rapid shutdown income tax credit for domestic content for NEC 2014—2023, per articles 690.11 and 690.12 Specifically designed to work with power optimizers I Built-in module level monitoring with ethernet, wireless, or cellular communication for full system Quick and easy inverter commissioning directly from visibility a smartphone using SolarEdge SetApp I Integrated safety switch Fixed DC voltage inverter for superior efficiency and longer strings UL 1741 SA and SB certified, for CPUC Rule 21 grid compliance Small, lightest in its class, and easy to install outdoors or indoors on provided bracket Manufactured by SolarEdge with the intent to be eligible for inclusion under the elective safe harbor in calculating the Domestic Cost Percentage under the"Rooftop(MLPE)"category(under IRS Notice 2024- 41).The PCBA,Electrical Parts,and Enclosure are domestically manufactured to meet the requirements of eligibility to be considered for the ITC domestic content bonus adder.SolarEdge does not provide tax and/or legal advice.You should consult with your own legal and/or tax advisor(s)regarding the eligibility of your project for the ITC or PTC,including the 10%domestic content bonus,to determine how the applicable rules apply to your particular project.The forward-looking statements in this datasheet are accurate as of the date herein and are subject to change.For more information,please contact your local SolarEdge sales representative. solaredge.com solar Three Phase Commercial Inverter USA Domestic Content Eligible for North America SE10KUS / SE17.3KUS /&Rw SE40KUS Applicable to inverters with part number USE-SlN-USxxlxxxx Model Number SHOWS OUTPUT Maximum AC Output Capacity 40,000 W Rated AC Power Output 10,000 17,300 30,000 40,000 W Maximum Apparent AC Output Power 10,000 17,300 30,000 40,000 VA AC Output Line Connections 3W+PE,4W+PE AC Output Voltage Minimum-Nominal-Maximurl(L-N) 105—120—132.5 244—277—305 Vac AC Output Voltage Minimum-Nominal-Maximum(l)(L-L) 183—208—229 422.5—480—529 Vac AC Frequency Min-Nonrl 59.3—60—60.5 59.3—60—60.5 Hz Maximum Continuous Output Current(per Phase) 27.8 48.25 36.25 1 48.25 Aac GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Yes Country Configurable Set Points Total Harmonic Distortion <_3 % Power Factor Range +/-0.85 to 1 INPUT(2) Maximum DC Power(Module STC) 17,500 30,275 52,500 70,000 W Transformer-less,Ungrounded Yes Maximum Input Voltage DC+to DC- 600 1000 Vdc Operating Voltage Range 370—600 840—1000 Vdc Maximum Input Current 27.8 48.25 36.25 48.25 Adc Maximum Input Short Circuit Current 55 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 167k0 Sensil CEC Weighted Efficiency 97 1 97.5 1 98.5 % Night-time Power Consumption <4 W ADDITIONAL FEATURES Supported Communication Interfaces 2 x RS485,Ethernet,Cellular(optional) Inverter Commissioning With the SetApp mobile application using built-in access point for local connection Arc Fault Protection Integrated,User Configurable(According to UL 1699B) Photovoltaic Rapid Shutdown System NEC 2014—2023,built-in,if paired with C651U RS485 Surge Protection Plug-in Supplied with the inverter,built-in DC Surge Protection Type II,field replaceable,built-in AC Surge Protection Type II,field replaceable,built-in Smart Energy Management Export Limitation DC SAFETY SWITCH DC Disconnect Integrated STANDARD COMPLIANCE Safety UL 1741;UL 1741 SA;UL 1741 SB;UL 169913;CSA C22.2#107.1; Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE 1547-2018,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class A INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1/4"or 1"/6—10 AWG DC Input Conduit Size/AWG Range 1/4"or 1"/6—12 AWG Number of DC Input Pairs(Fuseless) 3 Dimensions with Safety Switch(H x W x D) 31.8 x 12.5 x 11.8/808 x 317 x 300 in/mm Weight with Safety Switch 78.2/35.5 lb/kg Cooling Fans(user replaceable) Noise <62 dBA Operating Temperature Range -40 to+140/-40 to+600) T/-C Protection Rating NEMA 3R Mounting Bracket provided (1) For other regional settings please contact SolarEdge support. (2)For compatibility of inverters and power optimizers,see this technical note. (3)Where permitted by local regulations. (4)For power derating information,see the Temperature Derating technical note. ©SolarEdge Technologies,Ltd.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc. C E All other trademarks mentioned herein are trademarks of their respective owners.Date:January 9,2025 DS-000246-NAM.Subject to change without notice. Appendix F Mechanical Specifications 82 Appendix F: Mechanical Specifications 250 9.84 125 4.92 327.80[12.911 =-34 2x16�0.63� 1. I F111 I 0 ao m r_ � N I 1 o o 0 acF 0 0 o �olr'.aagor o O O o REAR VIEW.MOUNTING HOLES N O O n 0 8 N Figure 36:Dimensions of Three Phase Inverter with Connection Unit Three Phase Inverter SolarEdge ONE Manager 0 For North America' Datasheet YEAR C Z 1 n t •y t � vase o.ne usa ' ! y (.CS r,..•.� It 1 � The ONE Manager is the hardware component of SolarEdge ONE for C&I—a fully wired outdoor communication gateway that seamlessly integrates the site's sensors, meters, and energy infrastructure for centralized monitoring and control. All-in-one, easily installed solution including the / Acts as a cyber-secured gateway for external SolarEdge ONE Controller, production meter, communication, designed to protect against cellular modem, and field terminal blocks unauthorized access Supports both 208VAC and 480VAC voltage levels I Supports integration of additional meters and sensors, including consumption monitoring Offers improved telemetry for tracking performance ratio and system availability using local sensors. (1) Assembled and warranted by Continental Control Systems,(excluding the SolarEdge ONE Controller and software features) solaredge.com solar=ee SolarEdge ONE Manager For North America Specifications' ELECTRICAL AND METER Nominal Input Voltage 208/480 L-L VAC(3 Phase) Surge Protection Surge protection devices for input circuit and low-voltage communication circuits Short-Circuit Current Rating(SCCR) 10 kA Measurement Circuit(CT Rating) 0.33Vac at full scale(split-core or Rogowski coils) Meter Voltage Range 100—600 L-L VAC(3 Phase) Meter Frequency Range 48—62 Hz Meter Accuracy ±0.5%revenue grade accuracy ENCLOSURE SPECIFICATIONS Dimensions(W x H x D) 16 x 18 x 10/406 x 457 x 254 in/mm Weight 22110 lb/kg Mounting Mounting brackets with four bolt holes Sensor Connections Terminal blocks for easy connection of external sensors like meteorological sensors and consumption power meters Ambient Operating Temperature -4 to+113/-20 to+45 °F/°C Weather Rating NEMA 4X STANDARD COMPLIANCE Certification UL508A Listed COMPONENTS Cellular Modem 4G/3G/2G/LTE Cellular Router and 2.4 Ghz WIN for the North American market(SIM cards with data plan optional and ordered separately) Networking Switch Industrial Unmanaged Ethernet Switch with 2 x RJ45 available ports @ 10/100Mbps Tx 1 x SFP available port @ 100 Mb s(full duplex) WND-WR-MB:Used for production,consumption or import/export monitoring,and for Export Power Production Meter Limitation. Option for installation of additional WND-WR-MB meters in RS-485-1 channel Data Logger and Controller Ruggedized,industrial computer for plant controls and data logger capabilities COMMUNICATION 1/0 RS485 2 x isolated,terminal-block connectors Digital I/O 2 x digital outputs(DO)+3 x digital inputs(DI) (for future use) Isolated,24V compliant with EN 61131-2,terminal-block connector SENSOR INTERFACE Standard Weather Sensors: • IMT Si-RS485TC-3T-MB(POA,BOM,Tamb 0, Weather Sensor Connection • IMT Si-RS485TC-2T-v-MB(POA,Wind,BOM)+IMT Ta-ext-RS485-MB(Tambi-t) For the integration of other weather sensors,please consult SolarEdge.70OW @ 24VDC available for weather sensor power supply Energy Meter Connection Modbus RTU Rogowski coils Connection of up to 3 Rogowski coils with integrated 12VDC power supply COMMUNICATION RS485 Modbus RTU LAN Modbus TCP/IP Internet Connectivity Wired Ethernet,Cellular (2) Specifications and information presented in this preliminary specification are subject to extended validation and change.This preliminary specification specifies features but cannot promise to deliver any specific characteristics.No warranty,implied or explicit,is given regarding delivery,accuracy,fitness or performance.SolarEdge reserves the right to modify its technical information and product specifications at any time without notice. ©SolarEdge Technologies,Ltd.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE aretrademarks or registered trademarks of SolarEdge CE Roll Technologies,Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date:July 13,2025 DS-000252-NAM.Subject to change without notice. solar" • • = Version 2.0, Jul 2025 Product Announcement and Update End of Life for Commercial Gateway and Datalogger Products - Update for replacement options Dear SolarEdge Customers, As previously announced on June 18th '25, we have discontinued the Commercial Gateway and the Datalogger products. This letter is an update providing guidelines for replacements of the discontinued products. Customers currently using these products can consider our new SolarEdge ONE Manager as a potential replacement. SolarEdge ONE Manager is designed to offer enhanced user experience, streamlined installation, and a comprehensive solution tailored to commercial applications. The Part Numbers for the discontinued products are provided below. Please note that associated cell plans and environmental sensors for these PNs are also being discontinued. Discontinued Part Numbers Description SE1000-CCG-G-S1 Commercial Gateway SE1000-DTLG-S1 Data Logger Cellular Plug-in w/plan, AC�200kW, 5 year plan, Commercial CELL-A-R05-US-S-S4 Inverter with Display or Commercial Gateway/Data Logger Cellular Plug-in w/plan, AC�1000kW, 5 year plan, Commercial CELL-A-R05-US-S-S5 Inverter with Display or Commercial Gateway/Data Logger SE1000-SEN-IRR-S1 Irradiance sensor 0-1.4V SE1000-SEN-TAMB-S2 Ambient temperature sensor 0-10V SE1000-SEN-TMOD-S2 Module temperature sensor 4-20mA SE1000-SEN-WIND-S1 Wind velocity sensor 4-20mA Replacement options for CCG and DTLG products: We anticipate two use-case scenarios for our EOL communication products. Customers are requested to follow the instructions provided below depending on their needs. 1) If the application includes only energy meters and no weather sensors, then CCG and DTLG can be excluded by connecting the energy meters to the leader inverter, as described in page 10 of this document solar" • • = Version 2.0, Jul 2025 1 Install the meter according to Chapter 2 of this document for sensing and communication connection. 1 RS-485 connection distance should not be longer than 3000ft, and Modbus/TCP connections should not be greater than 300ft. 1 If installing two meters, please see Appendix B of this same document. 1 If the application is a 480V — Delta, the recommended energy meter is WND-WR-MB WIND Series Wide-Range Modbus - Info - Continental Control Systems, LLC 2) For applications that include weather sensors and for all new orders, the recommendation is to use the newly released SolarEdge ONE Manager The datasheet for newly released SolarEdge ONE manager can be found here. BOM for the ONE Manager is provided on the next page. 1 Open for orders starting July 10th, 2025, via Greentech Mid-Atlantic and No. California. 1 Lead-Time is 6-8 weeks ARO 1 For quote and proposal, please reach out to: i) East: Dylan Moses at Greentech-Pennsauken ii) West: Jacky Chasteler at Greentech-San Leandro As always, please reach out to your sales representative for any questions related to this notice. solar" • • = Version 2.0, Jul 2025 BOM for SolarEdge ONE Manager Component Description � Vendor Qty Leading-Time Replacing PNs SE-ONE- Fully wired outdoor enclosure for CCS via 1 per site 6-8 weeks ARO. 1.SE1000-CCG-G-S1 Manager quick integration of SolarEdge Greentech Open for orders 2.SE1000-DTLG-S1 PIN: ONE Controller with sensors and July 10th, 25 3.SE-RGMTR-3D-208V-A SE-Cl-RU meters,enabling site monitoring T 4.SE-RGMTR-3Y-208V-A -WR-MB and control. 5.SE-RGMTR-3Y-480V-A 6.SE-RWND-3D-480-MB Cell plan (2 Cellular plan: SolarEdge 1 per site 2-4 weeks. Open 1.CELL-B-R05-US-T-S4 options): 1) AC:5500kW, 5 yearplan via for orders July 2.CELL-A-R05-US-S-S4 FLD-TMO-LTE 2) AC:52500kW, 5 yearplan Greentech 10th, 25 3.CELL-B-R05-US-T-S5 -SIM-1 (500 kW) 4.CELL-A-R05-US-S-S5 FLD-TMO-LTE -SIM-2 (2.5 MW) Current Current Transformers are chosen CCS via Varies 1-2 weeks, unless 1.SEACTL-1250-150-C3 Transformers based on the current rating of the Greentech Greentech has in 2.SEACTL-1250-300-C3 PN: project: stock 3.SEACTL-1250-600-C3 Varies on 1) 5OA-600A project Applications:-Split-core CTs: ACTL-1250 Split-Core CT -Buy-Continental Control Systems, LLC 2) 600A-5000A:-RCSL-RCLL Rogowski Coil: RCSL/RCLL Rogowski Coil Flexible CTs -Info-Continental Control Systems, LLC 3) Parallel CTs for RGM requirement (for higher accuracy): Measuring Parallel Conductors -Continental Control Systems, LLC Weather 1) Si-RS485TC-3T-MB (POA, BOM, IMT via 1 kit per In stock for orders 1.SE1000-SEN-IRR-S1 Sensor kit Tambient) Greentech site up to 10, 2.SE1000-SEN-TAMB-S2 (2 options) 2) Si-RS485TC-2T-v-MB (POA, otherwise 4-6 3.SE1000-SEN-TMOD-S2 Wind, BOM) + week lead-time 4.SE1000-SEN-WIND-S1 Ta-ext-RS485-MB (Tambient) POA: Si-Sensor_DS_EN.pdf Tamb-Si: Tamb-Si_IM_EN.pdf Tmodul-Si: Tmodul-Si_IM_EN.pdf Vwind-Si:Vwind-Si_IM_EN.pdf External Tamb: Microsoft Word -IS_Ta-ext-RS485_EN_2025-02.docx Best Regards, SolarEdge Product Marketing 700 E Tasman Drive, Milpitas, CA 95035 SolarEdge ONE Manager For North America Connection Scenarios The following diagram shows a typical system architecture that includes the cloud-based SolarEdge ONE for C&I optimization platform, the local SolarEdge ONE Controller and the connection with additional devices, including SolarEdge inverters, energy meters, and environmental sensors. SolarEdge ONE for C&I Y� Ethernet/ Cellular ... Grid SolarEdge ONE Measurements Manager SolarEdge ONE Energy Internet Controller Meter Gateway Grid Modbus RTU/TC P Z!3 Z!3 rinn 1 ■■■ ■ L_h-T ❑ Environmental Additional SolarEdge CC&I Inverters Sensors Energy Meter and Power Optimizers ©Sol arEdgeTechnologies,Ltd.All rights reserved.SOLAR EDGE,the SolarEdge logo,OPTIMIZED BY SOLAR EDGE are trademarks or registered trademarks of SolarEdge E E RoHS Technologies,Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date:July 13,2025 DS-000252-NAM.Subject to change without notice. IRONRIDGE XR Flush Mount System r, Built for solar's toughest roofs. IronRidge builds dependable systems for mounting solar on homes. XR Rail° components have been tested to the limit and proven to endure extreme environments, including Florida's high-velocity hurricane zones. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully-certified, code-compliant and backed by a 25-year warranty. Strength Tested PE Certified All components evaluated for superior ® Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Assistant Certified to maintain the fire resistance ® Online software makes it simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 25-Year Warranty ® Entire system and components meet Products guaranteed to be free newest effective UL 2703 standard. of impairing defects. XR Rails" O XR10 Rail XR100 Rail XR1000 Rail BOSS' Bonded Splices i i - i A low-profile mounting r ' The ultimate residential A heavyweight mounting Bonded Structural Splices for regions with light sno solar mounting rail. rail for commercial projects. connect XR Rails together. • 6'spanning capability 8'spanning capability 12'spanning capability Integrated bonding • Moderate load capabili Heavy load capability Extreme load capability No tools or hardware e r n f'n's Clear and black finish Clear anodized finish Self-centering stop tab Clamps & Grounding O — UFO° Stopper Sleeves CAMO Bonding Hardware -A -- - r-- r Universal Fastening Obj s Snap onto the UFO to turn Bond modules to rails while Bond and attach XR Rails bond modules to rails. into a bonded end clamp. staying completely hidden. to roof attachments. • Fully assembled & lub Bonds modules to rails Universal end-cam clamp • T& Square Bolt options • Single, universal size Sized to match modules Tool-less installation • Nut uses 7/16" socket • Clear and black finish Clear and black finish Fully assembled • Assembled and lubricate Attachments L HUG"Halo UltraGrip" FlashVue° FlashFoot2° Knockout Tile 7� ,. 1 _ 1 Advanced flashing system Flash, then mount rails with Flash, then mount rails with Replace tiles and ensure adheres to top of shingles. fast and nimble installation. our classic, robust design. superior waterproofing. • Foam-backed mastic seal Fits between roofing nails Twist-on Cap eases install Flat, S, &W the profiles • Multi-tiered waterproofing Easily align pilot holes Wind-driven rain tested Form-fit compression seal • Rafter and deck options 3600 orientation Mill and black finish Other tile hooks available Resources o� Design Assistant `\�.``ec oIVIS oti�i,,� —_ g Endorsed by FL Building Commission Go from rough layout to fully *• °pG p�° *% Flush Mount is the first mounting system IQQ' FL#29843 T-, -- - engineered system. For free. * 2_ to receive Florida Product approval for Go to IronRidge.com/design ` STATE OF 2017 Florida Building Code compliance. %/ryHui \``\ Learn iviore at briny/flonuacert 0 Others Pending.Version 2.00 ,/� IRONRIDGE Bonding Hardware 3 3 ® 1 2 ITEM NO. DESCRIPTION 1 BOLT,T CSTM, 3/8-16 2 BOLT, BONDING 3/8-16 SQ HEAD 3 NUT, BONDING SERRATIONS BONDING HARDWARE PART NUMBER DESCRIPTION BHW-TB-03-Al T-BOLT, BONDING HARDWARE BHW-SQ-03-Al SQUARE BOLT, BONDING HARDWARE 1) BOLT, T CSTM, 3/8-16 2) BOLT, BONDING 3/8-16 SQ HEAD .82 1.00 � 1.00 I t: 3/8-16 THD 17-79 .38 .56 .29 .24 3/8-16 THD PROPERTY VALUE PROPERTY VALUE MATERIAL 300 SERIES STAINLESS STEEL MATERIAL 300 SERIES STAINLESS STEEL FINISH CLEAR FINISH CLEAR 3) NUT, BONDING SERRATIONS 0.75 3/8-16 THD :)�) 7/16" HEAD •35 PROPERTY VALUE MATERIAL 300 SERIES STAINLESS STEEL FINISH CLEAR v1.50 IRONRIDGE Bonded Splice, XR10°, US RAIL SHOWN FOR REFRENCE ITEM NO DESCRIPTION QTY IN KIT 1 BONDED SPLICE, XR10, US 1 PART NUMBER DESCRIPTION XR 10-BOSS-01-M 1-US BONDED SPLICE, XR 10, US PRODUCTION 1 ) BONDED SPLICE, XR10, US PRODUCTION 0.88 BONDING SPRING STOP TAB ALIGNMENT CIRCLE 0.61 0 1.29 11.0 DOMESTIC IDENTIFYING MARK/GROOVE PROPERY VALUE DETAIL MATERIAL 6000 SERIES ALUMINUM FINISH MILL v1.0 IRONRIDGE XR10° Rail (US) See Description/Length .62 46 RAIL SECTION PROPERTIES PROPERTY VALUE 1.67 TOTAL CROSS-SECTIONAL AREA 0.363 in DOMESTIC 1.75 IDENTIFYING SECTION MODULUS (X-AXIS) 0.136 in3 1.33 MARK/GROOVE- MOMENT OF INTERIA (X-AXIS) 0.124 in 4 MOMENT OF INTERIA (Y-AXIS) 0.032 in4 .58 TORSIONAL CONSTANT 0.076 in POLAR MOMENT OF INERTIA 0.033 in4 DOMESTIC IDENTIFYING MARK/GROOVE* 1.0 APPROVED MATERIALS: 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 (34,000 PSI YIELD STRENGTH MINIMUM) *DOMESTIC IDENTIFIER PRESENT IN EITHER LOCATION OF RAIL PART NUMBER FINISH DESCRIPTION / LENGTH MATERIAL WEIGHT XR-10-168M-US MILL XR10, Rail 168" (14 Feet) - US 6000-SERIES 5.95 lbs. XR-1 0-1 68B-US BLACK XR10, Rail 168" (14 Feet) - US ALUMINUM 5.95 lbs. v1.0 ® E 2 The Right Way!' I Clamp D The S-5-U clamp is by far our most Ln popular and most versatile clamp. It fits about 85%of the standing seam profiles manufactured in North America—including most structural and architectural profiles. It can be used on N vertically oriented seams and, by rotating Cthe clamp 90 degrees, it can also be used ; 0 on most horizontal 2" seam profiles. Its simple design, generous dimensioning, and multiple hole orientations are what make the S-5-U clamp so versatile for use with the S-5!° snow retention products, such as ColorGard°,as well as with other �0.+ heavy-duty applications. Installation is as simple as setting the C specially patented round-point setscrews F. 7 into the clamp, placing the clamp on *III the seam,and tightening them to the specified tension.Then,affix ancillary items using the bolt provided with the E Nproduct. Go to www.S-5.com/tools 0 0 for information and tools available for 0 properly attaching and tensioning S-5! clamps. L I U) 5-5-U Mini Clamp The S-5-U Mini is a bit shorter than the S-5-U and has one setscrew rather than two.The mini is the choice for attaching 0 all kinds of rooftop accessories:signs, walkways, satellite dishes,antennas, N rooftop lighting, lightning protection The S-5-U clamp is our systems, solar arrays, exhaust stack most popular and versatile M bracing, conduit, condensate lines, o of L � clamp, fitting about 85/o n mechanical equipment—just about N anything!* the standing seam profiles � in North America. 0I *S-5!mini clamps are not compatible with,and should not be used with S-5!SnoRailTI/SnoFence—or ColorGard'snow retention systems. patentedThe strength of the S-5-U clamp is in its simple design. The setscrews will slightly dimple the metal seam material but not pierce it— S=510 leaving the roof manufacturer's warranty intact. The Right Way!" The S-S-U and S-S-U Mini clamps are each furnished with 5-5-U Clamp the hardware shown to the right.Each box also includes M8 hole a bit tip for tightening setscrews using an electric screw located 1/2"(13.00 mm) gun.A structural aluminum attachment clamp,the S-S-U from edge of part is compatible with most common metal roofing materials excluding copper.All included hardware is stainless steel.Please visit www.S-5.com for more information including CAD details,metallurgical compatibilities and specifications. The S-S-U clamp has been tested for load-to-failure results on most major brands and profiles of standing seam R roofing. The independent lab test data found at www.S-5.com can be used for load-critical designs and applications.S-5!1 holding strength is unmatched in the industry. fo%) .2N"' Example Profiles Note:Install both setscrews on same side of clamp. S-5-U Mini Clamp M8 holes centered on part O E Vo O O N For horizontal seams under 0.65;do not use this clamp.Visit �i02��� www.S-5.com for more detailed information and proper o J clamp usage. to Please note:All measurements are rounded to the second decimal place. S-5!®Warning!Please use this product responsibly! Distributed by Products are protected by multiple U.S.and foreign patents.Visit the website at www.S-5.com for complete information on patents and trademarks.For maximum holding strength,setscrews should be tensioned and re-tensioned as the seam material compresses.Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel, and between 130 and 150 inch poundsfor all other metals and thinnergauges of steel.Consultthe S-5! website at www.S-5.com for published data regarding holding strength. Copyright 2021,Metal Roof Innovations,Ltd.S-51 products are patent protected. S-5!aggressively protects its patents,trademarks,and copyrights.Version 081721. City of Arlington \ Building Department EQUIL-UX APPROVED Kevin Olander-02/27/2026 No changes authorized unless approved by January 19,2026 the Building Official REFERENCE: CERTIFICATION LETTER-SOLAR ARRAY INSTALLATION ARLINGTON OPERATIONS CENTER-19700 67TH AVE NE,ARLINGTON,WA 98223 To Whom It May Concern, Per your request,Equilux Engineers LLC has performed a review of the sealed design plans provided by A&R Solar SPC,which contained framing system information for the structure at the address referenced above.These plans consisted of the building construction drawings developed by Reid Middleton,dated 6/20/2025 and sealed by Seth Edward Stapleton,License#44739.All review is based on these observations and the design criteria listed below. On the above referenced project,the roof structural framing has been reviewed for loading due to the installation of the solar PV system to the roof. The roof framing was originally designed as solar ready per the 2021 Washington State Energy Code,section C411.3.6,to support a PV system with a maximum weight allowance of 4.0 pounds per square foot in addition to other design roof dead loads.The proposed PV system has maximum weight of 2.4 pounds per square foot which meets this requirement.Thus the roof framing is deemed to have the required structural capacity to support the proposed PV system. This review is only for the connection of the PV system to the roof framing.The structural review only applies to the section of the roof that is directly supporting the solar PV system. Existing Roof Structure Metal Roof Panel: Standing Seam Metal Panels-AEP Span HP,22 gage Seam Spacing 12 in Roof Pitch: 9.50° Design Criteria: Authority Having Jurisdiction(AHJ)=Snohomish County Applicable Codes=2021 Washington State Building Code(Based on 2021 IBC/IEBC) Wind Speed=110 mph(Vult),Exposure Category B,Risk Category=II PV System DL=2.4 psf Proposed PV System Type:Flush Mounted System-S-5-U attachments on Standing Seam Metal Roofing Based on this evaluation, I certify that the connection of the PV system to the roof framing meet or exceed the requirements of the applicable existing building and/or new building provisions adopted/referenced above. The PV system shall be connected to the standing seam metal roofing using the S-5-1_1 attachment clamps placed at a maximum spacing of thirty six inches(36")on center and installed per manufacturers published installation instructions. The scope of this report is strictly limited only to an evaluation of the connection of the PV system to the underlying roof supporting framing.The design of all non-structural items related to the installation of the PV system,including but not limited to the solar panel racking system(mounts, hardware,etc),electrical and mechanical engineering,roofing and drainage is the responsibility of others.The solar panel ballast design and specifications are to be designed and reviewed by the racking manufacturer.Additionally,the capacity of the solar racking system and connections to resist uplift,overturning and sliding forces due to wind and seismic loading is to be provided by the racking manufacturer and shall be installed per the manufacturer's specifications. All solar PV panels,mounts and hardware shall be installed per manufacturer specifications and within specified design limitations.All waterproofing around roof penetrations is the responsibility of others.Equilux Engineers assumes no responsibility for misuse or improper installation of the solar PV panels or racking system. Sincerely, �gEY$J� WAS W F 57836 S'SrONAL E�0 STRUCT RA L ONLY Structural Calculation-ARLINGTON OPS CTR.xlsm Page 1 of 12 \ I/ 01 EQUIL.Ux ENGINEERS Project:ARLINGTON OPERATIONS CENTER-ARLINGTON,WA CAPACITY OF PV SYSTEM MECHANICAL ATTACHMENTS(MA)-S-5-LI Required Connection capacity per Ironridge Racking Design Uplift 489 Ibs From PanelClaw racking design talcs Shear 39 Ibs From PanelClaw racking design talcs UPLIFT Check Maximum Design Uplift T-actual 489 Ibs Standoff Uplift Capacity,S-5-U T-allow 679 Ibs See attached cutsheet fos=4.0 Standoff Demand/Capacity Check D/C 489 lb Demand<679 lb Capacity THEREFORE,OK SHEAR Check Maximum Design Uplift T-actual 39 Ibs Standoff Uplift Capacity,S-5-U T-allow 636 Ibs See attached �cutsheet,fos=4.0 Standoff Demand/Capacity Check D/C 39 lb Demand<636 lb Capacity THEREFORE,OK Structural Calculation-ARLINGTON OPS CTR.xlsm Page 2 of 12 / EQuIL.ux PROJECT: ARLINGTON OPERATIONS CENTER- ARLINGTON, WA IENGINEERS OVERLAY OF PV SYSTEM ON ROOF FRAMING > > �• u 4 Q 0 4 o Q Q Q 4 � - _' (2�3 1/2�Ftl 6. � —�GL 3�x 27�H � -__ —•,-`j —_ GL5M8x2101J_—_—_—__BEAM STRUT IHJ.—_ _ __ __ _ _—_BEAM STRUT(H]_ _— —_—__GL S,IBx21[H]_—_ _—_____—_ _ -1 HSS12x8xl/21L] HS512x6x12l11 —I----��-- HSS12x6 1 m GL51/8x21 GL51/8x21 GL5118x21 3-PLY CLT PANELS GL 511E I , 6 m ttp J 2 I fi.0 m 3 6.07 DO DO DO DO SEE S1.12 FOR LOW eJ„m m ii m m ROOF IF /p DO GL51/8x21 GL51/8x21 DO 1 DO If'1 9 N .0 - 0 ttP 6 1 A 6 ` DO U DO I DO A I C --_` (2]GL31/2x24FLITCH ---- I - 1 -------- 1 1� �02 8 BEAM STRUT 1 GL 51/8 x21 ` $ �; 3-PLY CLT PANELS `s GL51188 x 21 GL5118x21 DO 00 DO �I 0 - I GL51/8x21 GL51/8x21 GL5118x21 GL 5118x21 GL51/8x21 -A_ L _- D ANELS GL51/805 A a i --- m I I SEE S1.12 FOR LOW x> ROOFFRAMING vri + � GL 5 VW 1 I I --- ---_ ------ — ----- -—- - E I I I I I I I Structural Calculation-ARLINGTON OPS CTR.xlsm Page 3 of 12 EQuIL.ux PROJECT: ARLINGTON OPERATIONS CENTER- ARLINGTON, WA IENGINEERS OVERLAY OF PV SYSTEM ON ROOF FRAMING � a - SHEEffNDEX Structural Calculation-ARLINGTON OPS CTR.xlsm Page 4 of 12 1/15/26,5:21 PM Load Tests I Calculators S-5! hkariuki Load Tests 0 s Don't Leave Performance to Chance. a 0 S-5! performs extensive and rigorous testing to ensure safety and to maintain the w structural integrity of the roof.We use a third-party A2LA accredited lab—the highest 0- regarded in the industry—and follow strict ASTM standards. a Learn more about our Parallel to Seam Testing Learn more about our Normal to Seam Testing Find Load Test Information For Your Roof Now! Roof Type Standing Seam Orientation Normal Measurement Units Imperial Manufacturer AEP Span Load Tests Panel Design Span hp Safety Factor 3 Screw Ultimate Clamp Roof Thickness Tension Load Failure ALLowable Name Manufacturer Panel Material (in-lbs) (lbf) Mode Load(lbf) S-5-S AEP Span Design 24 ga 115 946 A,C,D 315 Mini Span Steel hp S-5-1_1 AEP Span Design 22 ga 150 2038 C,D 679 Mini Span Steel hp S-5-1_1 AEP Span Design 24 ga 115 1457 C,D 486 Mini Span Steel hp Load Testing Parallel to Mounting Surface Page 5 of 12 https:Hcalculators.s-5.com/load-tests 1/15/26,5:23 PM Load Tests I Calculators S-5! hkariuki Load Tests 0 s Don't Leave Performance to Chance. a 0 S-5! performs extensive and rigorous testing to ensure safety and to maintain the w structural integrity of the roof.We use a third-party A2LA accredited lab—the highest 0- regarded in the industry—and follow strict ASTM standards. a Learn more about our Parallel to Seam Testing Learn more about our Normal to Seam Testing Find Load Test Information For Your Roof Now! Roof Type Standing Seam Orientation Pa ra l le l Measurement Units Imperial Manufacturer AEP Span Load Tests Panel Design Span hp Safety Factor 3 Screw Ultimate Clamp Roof Thickness Tension Load Failure ALLowable Name Manufacturer Panel Material (in-lbs) (lbf) Mode Load(lbf) S-5-U AEP Span Design 22 ga 150 1908 F 636 Span Steel hp S-5-1_1 AEP Span Design 24 ga 115 1199 B,F 400 Span Steel hp Load Testing Parallel to Mounting Surface This table represents ultimate and allowable tensile loads applied to the S-5!® Bracket with load direction parallel to the bracket mounting surface.Please note that this protocol isolates failure to the bracket and fastener connection.It is possible that in an actual construction assembly some other mode of failure may occur at Page 6 of 12 https:Hcalculators.s-5.com/load-tests 28357 Industrial Blvd. Aft I RON RI DGE Hayward, CA 94545 1-800-227-9-9523 IronRidge.com Attn: Sean McDonald, CEO, IronRidge Inc. Date: August 25t', 2025 Re: Engineering Certification for the IronRidge Design Assistant-XR, AIRE and ClickFit Pitched Roof Systems The IronRidge Design Assistant(DA)software includes structural analysis for the IronRidge XR system (XR10, XR100 and XR1000 rails), AIRE system (Al and A2 Rails)and ClickFit(LTE and STD Rails), when used in pitched roof applications. The IronRidge XR, AIRE and ClickFit Flush Mount Systems are proprietary rooftop mounting systems used to support photovoltaic(PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum rails and secured to the rails with IronRidge mounting clamps. The rails are side mounted to a selected roof attachment with stainless steel bonding hardware and the attachment is secured directly to the underlying roof structure. This letter certifies that the IronRidge Design Assistant, used for the structural analysis of the IronRidge XR, Aire and ClickFit Flush Mount Systems, complies with the following codes and design criteria. When the IronRidge XR, AIRE or ClickFit flush mount systems are installed according to the IronRidge DA project report and manufacturer's installation guidance, compliance with below codes and design criteria is met. Building Codes: 1. 2021 Washington State Building Code 2. ASCE/SEI 7-10, 7-16, 7-22, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 3. International Building Code, 2012-2024 Edition 4. International Residential Code 2012-2024 Edition 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES 6. Aluminum Design Manual 2015 & 2020, by The Aluminum Association, Inc. 7. ANSI/AWC NDS-2015-2024, National Design Specification for Wood Construction, by the American Wood Council 8. SEAOC (Structural Engineer Association of California) report PV2-2017 Wind Design for Solar Arrays Sincerely, ,,NV Digitally signed by Matthew S Kuzila z Reason: I am the author of this �23015119 document �CISTC, Date: 2025.08.25 09:54:38 -07'00' Matthew S Kuzila, P.E. Expires 08.14.2026 ©2025 IronRidge, Inc. Desi n Assistant Pitched Roof Ce tification Rev B-1 Page 7 of 12 28357 Industrial Blvd. /lam I RON RI DGE Hayward, CA 94545 1-800-227-9-9523 IronRidge.com The IronRidge DA meets the above code requirements provided the following Design Criteria. Design Criteria: a. Structure Risk Category ll, III. b. Basic Wind Speed 90-180 (mph) per ASCE 7 Chapter 26 Figures 26.5-1 B &26.5-1 C. c. Wind Exposure Category= B, C & D. d. Topographic Factor Kzt = 1.0. e. Roof Zones per ASCE 7-16, 7-22 Chapter 30 for Gable or Hip roofs. f. Exposed modules per ASCE 7-16, 7-22Chapter 29. g. Ground Snow Load = 0-120 (psf) per ASCE 7 Fig. 7.2-1. a. No other special snow conditions are considered including unbalanced, drifting, sliding, retention, ponding snow or rain on snow surcharge. h. Building Height Max=60', defined as the average of the roof eave height and the roof ridge height measured from grade for roofs with pitches above 10 degrees and defined as the eave height for roofs with pitches less than or equal to 10 degrees. i. Roof Pitch = 8-60 degrees. j. Seismic Importance = 1.0. k. Minimum 2" clearance and maximum 10" clearance from top of PV panel to roof surface. Roof Attachments that are analyzed in the Ironridge DA online tool are limited to IronRidge and QuickMount branded products. Third party supplied roof attachments are not reviewed; when using third party attachments the structural capacity, connection to IronRidge Rails and applicability to a specific project are to be verified by a registered design professional. The IronRidge DA online tool is intended to be used under the responsibility of a registered design professional where required by the authority having jurisdiction. Any user of the IronRidge DA shall have sufficient structural engineering knowledge and experience to understand the required design criteria per the above applicable building codes, verify if the IronRidge DA is applicable to the project, and select the appropriate values for all input parameters within the IronRidge DA. This certification excludes evaluation of: 1. The structure to support the loads imposed on the building by the array; including, but not limited to, strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the structure. 2. The capacity of the solar module frame to resist the loads. ©2025 IronRidge, Inc. Desi n Assistant Pitched Roof Ce tification Rev B-2 Page 8 of 12 Arlington Operations Center(ulssisss) ilr I RON RI DG E pitched root 28357 INDUSTRIAL BLVD.,HAMARD,CA 94 5 Project Details Name Arlington Operations Center Date 11/21/2025 Location 19700 67th Avenue Northeast,Arlington,WA 98223 Total modules 67 Module Silfab:SIL-530 XM(35mm) Total watts 35,510 Dimensions Dimensions:82.6"x 44.61"x 1.38"(2098.0mm x 1133.Omm x 35.Omm) Attachments 190 ASCE 7-16 Rails per row 2 t f... � 11 ^ Q� IT era Heybard b. 25Anbus Ma+ar ie:hnaUgieq llSDAjFPACiGE':'� tft-nap mr System Weight Load Assumptions Total system weight 4,161.3 Ibs Wind exposure C Weightiattachment 21.9 Ibs Wind speed 98 mph Racking weight 291.4 Ibs Ground snow load 25 psf Distributed weight 2.4 psf Attachment spacing portrait 3.0' Site Elevation 368.0 ft SDS 0.9 Roof Information Roof Material Family Metal Roof material Standing Seam Risk category II Roof attachment L-Foot* Staggered attachments Yes Attachment hardware T Bolt Roof shape Gable Page 9 of 12 Last updated by Daniel Harp on 11/21/25 01:23 PM Arlington Operations Center lu15575657 ilr I RON RI DG E pitched root 28357 INDUSTRIAL BLVD.,HAMARD,CA 94 5 Roof Plane A Height 25 ft Slope 9. Rafter spacing 24 in Page 10 of 12 Last updated by Daniel Harp on 11/21/25 01:23 PM Arlington Operations Center(ulssisss)pitched root zMk I RON RI DG E 28357 INDUSTRIAL BLVD.,HAMARD,CA 94 5 Roof Plane A: Roof Section 1 Details Weights Panels:67 Provided rail:510'8"[20 x 184",12 x 204"1 Total weight:4,161.3 Ibs Rail orientation: East-West Attachments: 190 Weight/attachment:21.9 Ibs Panel orientation: Portrait Splices:16 Total Area: 1,742.2 sq ft Entry type:Graphical Clamps: 118 Distributed weight:2.4 psf Diagram 33'10, Segments Identifier Columns Row length Rail length Cantilever Rail Attachments Splices Clamps Page 11 of 12 Last updated by Daniel Harp on 11/21/25 01:23 PM Arlington Operations Center lu15575657 ilr I RON RI DG E pitched root 28357 INDUSTRIAL BLVD.,HAMARD,CA 94 5 A 8 30'2" 30'2" 1" 61'4"[4 x 184"] 23 2 14 Row segment totals(x 5) 306'8"[20 x 184"] 115 10 70 B 9 33'10" 33'10" 5" 68'[4 x 204"] 25 2 16 Row segment totals(x 3) 204'[12 x 204"] 75 6 48 Span Details XR10 - Portrait Module Max Max Zone Position span cantilever Zone 1/2e Normal 5111, 2' Exposed 5'1" 2' Edge 4'6" 11101, Zone 2n/2r/3e Normal 5'1" 2' Exposed 4'8" 11101, Edge 3'7" 1'6" Zone 3r Normal 5'1" 2' Exposed 4'2" 1181, Edge 2'10" 1'4" Reaction Forces XR10 - Portrait Module Uplift Compressive Down Uplift Lateral Lateral Zone Position (PSF) (PSF) (Ibs) (Ibs) Par(Ibs) Perp(Ibs) Zone 1/2e Normal 13.1 23.9 246 171 39 15 Exposed 19.7 23.9 246 265 39 15 Edge 32.7 23.9 246 363 39 15 Zone 2n/2r/3e Normal 17.9 23.9 246 263 39 15 Exposed 26.9 23.9 246 405 39 15 Edge 44.6 23.9 246 549 39 15 Zone 3r Normal 21.2 23.9 246 320 39 15 Exposed 31.9 23.9 246 489 39 15 Edge NIA NIA NIA NIA NIA NIA The provided reactions are ASD(Allowable Stress Design)forces per ASCE 7 Section 2.4 and present combined load effects. Page 12 of 12 Last updated by Daniel Harp on 11/21/25 01:23 PM ARLINGTON OPERATIONS C / &xl 'I'' CENTER 0 Cascade Valley Hospital 99 99 y - 71/ih SCOPE OF WORK f �� 9 /� Q_RSO� /�An '• :y:. Porta„� ge Creek A& I � Wildlife S _ Reserve SYSTEM SIZE: r 9700 Martin Luther King Jr Way S. SITE ` ` NuttyslunkyardGnll .� e �bway Seattle,WA 98118(206)707-9937 30.00 kW AC _ - ��- ' 35.51 kW DC - t ` i •r ! Reece Aggregates,O; Jill- and Recycling MODULES: (67) ) rr rpi i< -00 • SILFAB SIL-530 XM 1111 INVERTERS: (1) $4 ' = SOLAREDGE SE30KUS Domestic "'��' ' ��'� r � ic• is_.i�,i l Content —Ir - Byrnes ArtsC titer � THIS CONFIDENTIAL INFGCONSTITUTES RS O q r --- fl,w_ _ •,M AND ITSRECEPTOR POSSESSION DOES Q R CONFER ANY RIGHT IN OR LICENSE TO USE IT OPTIMIZERS: - - OR THE INFORMATION DISCLOSED HERE IN (67) SOLAREDGE C651U Domestic - t " O Municipal w NOR ANY RIGHT TO REPRODUCE THIS Municipal 8 v stir 1. I� ; t _ Airport DRAWING OR ANY PART HERE IN WITHOUT P Content THE WRITTEN CONSENT OF AI SOLAR II = .i-r ` _. - � �,rneh (AWO) .,,-----,.,. �. Fi a. e � . SATELLITE MAP VICINITY MAP RACKING: Lu IRONRIDGE XR10 RAIL z N S-5-U CLAMP Lu N U 00 LU z < W U O � TABLE OF CONTENTS: (N) FLUSH-MOUNTED U Q z A0.0 COVER PAGE SOLAR MODULES (1) 3� w O A1.10 SITE OVERVIEW A2.10 ROOF LAYOUT Ln O Z Q � A3.10 EQUIPMENT ELEVATIONS M z A4.10 RACKING E1.10 SINGLE LINE LU U (D Q AW C'7 10 ELECTRICAL II CA C nT104 \ la Q z W E3.irl (ITT Q. CTDTIV CTIVC DI nlYl G 3 ,,,...,,J/// z Cil irl MONITORING PLAN Z w G1 i 0 SS B ITI T O 0 G210 nanD Q 0, L_ G2.11 OPTIMIZER MAP O City of Arlington Z M LL N G3.10 PLACARDS RDS Building Department J Q r" l0 2 I 11 PLACARD APPROVED _j LL.I O 1 ISO VIEW Kevin Olander-02/27/2026 Q 0 SCALE: NTS No changes authorized unless approved by Q 01 the Building Official W r-I d N E BY A&R SOLAR T.O.R. = TOP OF RIDGE APPLICABLE CODES AND LISTINGS: REVISIONS SYMBOL LEGEND ( ) NEW EQUIPMENT/Q NEC (E) EXISTING EQUIPMENT/ BY OTHERS T.O.P. = TOP OF PARAPET 2023 NATIONAL ELECTRICAL CODE (NEC) REV. # DATE: NOTE: 2021 WASHINGTON STATE INT. FIRE CODE (IFC) PHOTOVOLTAIC 0 Jan 13, SUBMITTAL MODULE 0c 7) CIRCUIT NON-FUSED 2026 CALLOUT DISCONNECT ASCE 7-16 _ RAPID SHUTDOWN # EQUIPMENT +� OR OPTIMIZER UNIT CALLOUT UL 61730 (MODULES) FUSED UL 1730 (MODULES) MICRO INVERTER O� METER DISCONNECT UL 2741-SB (INVERTERS) UL 2703 (RACKING & GROUNDING) JUNCTION DESIGNED: DANIEL H. BOX BREAKER PM: GAGE WEAVING DC Disconnect PV INVERTER W/ CELL: (253) 359-3509 �•�• • ��� ������•� AVAILABLE +�- INTEGRATED DC XX XXX AFL FAULT DISCONNECT GROUNDING CURRENT A0.0 COVER PAGE ELECTRODE SITE INFORMATION SHEET NOTES: PARCEL NUMBER: 31051500101500 0 LEGAL DESCRIPTION: SEC 15 TWP 31 RGE 05- 1. PV SYSTEM AC DISCONENCCT CO-LOCATED WITH PUD METER A&RSO�A� S1/2 SE1/4 NE1/4 EXC N 15FT THOF & EXC CO 2,PV SYSTEM AC DISCONNECT ACCESIBLE TO PUD — I RD ALSO EXC R/W TO CITY OF ARL BEING E 60FT PERSONNEL AT ALL TIMES I 9700Martin Luther King Jr WayS. & S 10FT OF N 25FT OF SD S1/2 SE1/4 NE1/4 - Seattle,WA 98118(206)707-9937 PER QCD REC AF NO 200303240704 AS ! O —1 r ,p '7836 y, `�`SJONAL STRUCT AL ONLY THIS DRAWING CONSTITUTES THE CONFIDENTIAL INFORMATION OF A&R SOLAR a — `� — — ❑ - AND ITS RECEPTOR POSSESSION DOES NOT I LLJ CONFER ANY RIGHT IN OR LICENSE TO USE IT • ` C z OR THE INFORMATION DISCLOSED HERE IN _ [] NOR ANY RIGHT TO REPRODUCE THIS LU DRAWING OR ANY PART HERE IN WITHOUT f Q THE WRITTEN CONSENT OF A&R SOLAR. LLJ 4-FO SETBACK p� U 00 LU rn zQ • , , ,�/� I ! zU 03: W Q T.O.R. 39'-6" U < O i I 0 �-i d (D ., 3.10 I --- — I N Ln O Z - _ I— — — — — — — — f Ln Z J (E) ROOF ACCESS HATCH r I 1— ---� I 4 M O UPPER LEVEL ROOM ELEC. 215: [-- Q I (N) PV INVERTER, a Q CD LLi POINT OF INTERCONNECTION z I ; I Z (PANEL PVA1) - Lu J I 00 Q � o Q I o 0 _ I i Z M OO 2.10 I _ I = Q Uj IY 0 �;.. _ Lu O C3 I REVISIONS REV. # DATE: NOTE: � f (E) EXTERIOR UTILITY TRANSFORMER AREA: ° 20263 INSTALL Q - ----I� PV AC DISCONNECT, • MAIN SERVICE DISCONNECT, 1 2 PUD METER PROPERTY LINE (E) UTILITY XFMR City of Arlington Building Department DESIGNED: DANIEL H. N APPROVED PM: GAGE WEAVING SITE OVERVIEW Kevin Olander- 02/27/2026 CELL: (253) 359-3509 1 O SCALE: 1" : 30' No changes authorized unless approved by the Building Official A1.10 SITE OVERVIEW MIN. SETBACK: 48" AEP SPAN Layout is compliant with the 2021 Washington State Fire Code: ROOF MEMBRANE MAKE/ DESIGN SPAN HP 1205.3.1 Perimeter pathways: MODEL/ TYPE/ COLOR SSM, 22 GA, 12 RIB SPACING 6-feet clear perimeter around the edges of the roof. A&RSO�A R COOL METALLIC COPPER (Exception) If either axis of the building is 250 feet or less, reducing clear perimeter pathway to 4 -feet is acceptable. ROOF SLOPE 9.50 (2:12) 1205.3.2 Interior Pathways between array sections: 9700 Martin Luther King Jr Way S. MODULE TILT FLUSH [I. Pathways at intervals 150-feet or less throughout the length & width of the roof] Seattle,WA 98118(206)707-9937 ROOF AREA 14,320 ft2 [2. A straight-line pathway 4-feet to roof standpipes or ventilation hatches] [3. A 4-foot pathway around roof access hatches, including one 4-foot pathway to a parapet or roof edge] �OV WAS ARRAY AREA 1,735 ft2 9 o4ase�k. ARRAY TO ROOF COVERAGE 12% $�w ARRAY AZIMUTH 2720 Mods per Row Rail typel+rail type2 ,off p 57836 9 (9)Portrait, (3)rows 0 (4)168" (2) split 168" AO (8)Portrait, (5)rows ® (2)204" (2)168" STRUCT LONLY THIS DRAWING CONSTITUTES THE 4'-11 3/4" CONFIDENTIAL INFORMATION OF A&R SOLAR AND ITS RECEPTOR POSSESSION DOES NOT CONFER ANY RIGHT IN OR LICENSE TO USE IT 55'-3 1/2" l OR THE INFORMATION DISCLOSED HERE IN NOR ANY RIGHT TO REPRODUCE THIS T— DRAWING OR ANY PART HERE IN WITHOUT THE WRITTEN CONSENT OF A&R SOLAR. (E) SNOW GUARD t— t° 1° Eoo co co E co LU (E) FALL ARREST ANCHOR I 2'-10" 4-FOOT ROOF LLB N EDGE SETBACK U 00 l l WUp O � l , v Q z l I Vt I Ow G (zD 29'-11 1/2" Ln O0 �3T-8 /4" M U ~ Q WQ/fWF1 a z W p � Jz LU (E) ROOF ACCESS HATCH ROOF Z a RIDGE O o Q Q a = Z � O LL � J LU 0 � O j aLU — — 7'-7" a 4'-0" H H*,, REVISIONS REV. # DATE: NOTE: 4-FOOT ROOF EDGE SETBACK Jan 13, (E) FALL ARREST ANCHOR ° 2026 INSTALL STANDING SEAM METAL ROOFING, 12" RIB SPACING 6'-7 3/4" 20'-8 1/2" 34'-6 3/4" 8'-7 3/4" City of Arlington Building Department DESIGNED: DANIEL H. N APPROVED PM: GAGE WEAVING CELL: (253) 359-3509 1 ROOF LAYOUT O Kevin Olander - 02/27/2026 SCALE: 1/8" : 1' No changes authorized unless approved by A2.10 ROOF LAYOUT the Building Official ROLL CALL B (E) ATS-DPA1 r ( � nlcoc:o:�' � (N) SOLAREDGE (N) SOLAREDGEA&RSO�Af�� I —�� ONE MANAGER SE30KUS INVERTER 9700 Martin Luther King Jr Way S. 0C N Seattle,WA 98118(206)707-9937 o r 1 Q 4" 4" DC SAFETY SWITCH ELEC. 215 0 2 V-6" LO U we 4T-311 THIS DRAWING CONSTITUTES THE (E) PANEL P`//`1 CONFIDENTIAL INFORMATION OF A&R SOLAR V A (N) SOLAREDGE LAND ITS RECEPTOR POSSESSION DOES NOT (E) PANEL DPA1 CONFER THE INFORMATIONNY RIGHT IN°DISCLOSED LICENSE THERE IN USE T PV POINT OF INTERCONNECTION ONE MANAGER NOR ANY RIGHT TO REPRODUCE THIS DRAWING OR ANY PART HERE IN WITHOUT CORRIDOR 200C (N) SOLAREDGE THE WRITTEN CONSENT OFA&R SOLAR. N SE30KUSINVERTER LEVEL 2 ELECTRICAL 215 H 1 LEVEL 2 ELECTRICAL 215 ROOM PLAN O 2 ROOM PLAN SECTION M z N SCALE: 1/4' V-0" SCALE: 1/4' 1'-0" LLJ N U 00 W 07 M zQ W p O U az cA � wO 0 11 a (D ,.., O z QM z � O W U Q E Q z Lu 0 � Jz Z - w O0 aQ 0 � = Z � OLL � LUo Q jy O a LU a REVISIONS City of Arlington REV. # DATE: NOTE: Jan 13, Building Department 2026 SUBMITTAL APPROVED Kevin Olander - 02/27/2026 No changes authorized unless approved by the Building Official DESIGNED: DANIEL H. PM: GAGE WEAVING CELL: (253) 359-3509 A3.10 EQUIPMENT ELEVATIONS LOAD ASSUMPTIONS: ROOF SEAM `,'I' UFO MID CLAMP EFO END CLAMP 12" SEAM 36" C A4 MP SPACING (TYP.) `•WIND EXPOSURE: C •WIND SPEED (3-SECOND GUST): 110 MPH — _, • SNOW LOAD: 25 PSF —�` XR10 RAIL lift A&RSOLAR (TYP.) *ROOF TYPE: STANDING SEAM METAL ' PV MODULE 9700 Martin Luther King Jr Way S. •RACKING WEIGHT: 242 LBS - ' (T(p ) Seattle,WA 98118(206)707-9937 *TOTAL WEIGHT: 4,114 LBS 30-40 mm •DISTRIBUTED LOAD: 2.40 PSF OF _Asgt S-5-U m��w ATTACHMENT 57836 y, � B J 'j'p�RFClSTER�� h�' 11 n 9SJONAL�ZyG ..A.. STRUCT AL ONLY THIS DRAWING CONSTITUTES THE 82.-6 �JIyL CONFIDENTIAL INFORMATION OF A&R SOLAR AND ITS RECEPTOR POSSESSION DOES NOT CONFER ANY RIGHT IN OR LICENSE TO USE IT OR THE INFORMATION DISCLOSED HERE IN A NOR ANY RIGHT TO REPRODUCE THIS Silfab SIL-530 XM 44.6 X 82.6 DRAWING T ANY PART HERE IN WITHOUT THE WRITTT ANY CONSENT OF A&R SOLAR. MAX CANITLEVER FROM Clamp Zone "A" N//4" � �� City of Arlington W ATTACHMENT TO E.O. RAIL: 1 -6 Building Department Clamp Zone "B" 14.75-16.5" APPROVED M MID & END CLAMP Kevin z fV Min.GapSide "A" 0.375" &RACKING TYPICAL RACKING DIAGRAM U No changes authorized unless approved by Min. GapSide "B" 0.375" SCALE: NTS he Building Official ALE: NT 00 M Mods per Row Rail typel+rail type2 H z Q (9)Portrait, (3)rows (4)168" (2) split 168" u� W U0 O (8)Portrait, (5)rows (2)204" (2)168" 40 V In � az l 11 Z � ao L. 0 Ln O z � Ln z —j M 1 .22 Ce WU � Q R aQ zLu p � Jz RAIL PICK CHART 3.00 Z 1 ja� LLJ 3 SCALE: NTS (2 0 O 0 Q > .31 3''�� (Do .62 Rio? � M I J 0 �— 1 .92 �-{ `� Note:Install both Q jy o .46 1 ,88 setscrews on same a S-5-U ATTACHMENT side of clamp. LLJ 6 a, SCALE: NITSd .40 REVISIONS 1 .67 BONDING SPRING STOP TAB ALIGNMENT CIRCLE REV. # DATE: NOTE: .42 Jan 13, .75 � 0 2026 INSTALL 1 .33 I 1.92 .35 + .58 ' • 94 DESIGNED: DANIEL H. '�� PM: GAGE WEAVING DIMENSIONS IN INCHES 11.00 CELL: (253) 359-3509 XR10 RAIL PROFILE 5 IRONRIDGE L-FOOT IRONRIDGE BOSS SPLICE A4.10 RACKING 4 SCALE: NTS SCALE: NTS 7 SCALE: NTS CELLULAR CONNECTION AT INVERTER(S) ■ A&R SCOPE LOCATION FOR MONITORING & A DIST. PANEL DPA1 I SYSTEM MAINTENANCE SOLAREDGE ONE MANAGER 600A, MLO EXISTING OR A&RSO L�I n W:16,H:18,D:10, 480V, 3PH 480Y/277V, 30, 4W, OTHER SCOPE ROOF I 29,351 AFC, 42K AIC 9700 Martin Luther King Jr Way S. CAT5e/CAT6 (4) #12AWG CU Seattle,WA 98118(206)707-9937 I GENERATOR MODBUS TCP/IP I THHN (1) #12 CU GND SWITCHBOARD 3/4" EMT XXA/3P I'GSBD', 800A 65K I I 1 TYP. TYP. A 2 A k E C I XXA/3P I --, �5 50 N I--- -- I INVERTER 1 - +/_ - I SOLAREDGE SE30KUS + 3 PVA1 XXA/3P I wo -- DC Disconnect Ln N 250A, MLO STRING # STRING OPTI ........................ o CD I _ 480Y/277V, 30, 4W, I , TY TY _ +/ W W 17 242K AFC 22K AIC 225A/3P I THIS DRAWING CONSTITUTES THE • _____________ ________________ - I CONFIDENTIAL INFORMATION A&R SOLAR 1 34 34 I--- I AND ITS RECEPTOR POSSESSION DOES NOT • I I 3 ATS-DPA1 I CONFER ANY RIGHT IN OR LICENSE TO USE IT 2 33 33 I I I OR THE INFORMATION DISCLOSED HERE IN I I 4P-600A I NOR ANY RIGHT TO REPRODUCE THIS SUM 67 67 - +/- 29,830 AFC I DRAWING OR ANY PART HERE IN WITHOUT UPPER FLOOR I I THE WRITTEN CONSENT OF A&R SOLAR. ROOM ELEC. 215 Z ' — . . — . . — I — . . — . — . — — . — G — w CONDUIT BY OTHERS, 2 N EXTERIOR (2 SETS) z N WIRE BY A&R 6 XFMR AREA i (4) 250KCMIL CU, i w N D-PVA1 i (1) #2 AWG G, U 00 AS 400A 3" CONDUIT i LU Z M AF 225A Z U 0 3: 21,645 AFC 0 I W p I U � az I 1 2 22 'N i Z -�e w0 -----' 500 0 ,-1 d ------- - Ln ,.., 0 z MAIN SERVICE Ln Z —i DISCONNECT Q M 0 c� 'D-DPA1' 600A/3P U I— Q 4P,60EQUIPMENT SCHEDULE 500AT0(ELEC. TRIP) CL < J LU Ref. Category Equipment QTY City of Arlington Zce w 1 Modules Silfab SIL-530 XM 67 Building Department O 0 o a Q 2 Optimizers C651U SolarEdge Optimizer Domestic Content 4 67 APPROVED O = 3 Jbox Jbox XX Kevin Olander - 02/27/2026 UTILITY METER Z M 0 LL � No changes authorized unless approved by 34,879 AFC 4 Inverters SolarEdge SE30KUS Domestic Content 1 J p the Building Official 5 LoaclCenters Panelboard 250A, MLO, 480V, NEMA 1, 22k AIC 1 Q � o Breakers (1) 3P/50A, (1) 3P/20A 2 PROVIDED PUDHOMISH w M 6 Disconnect 400A 600V 3 Pole I Heavy Duty, NEMA 3R, Fusible with Neutral, 1 SHEET NOTES: LU � Lockable, 200kA Withstand Rating BY OTHERS 0 a DisconnectFuse IDSR - 225A Fuses for Disconnect (qty 1/ phase) 1 1. PV SYSTEM AC DISCONENCCT CO-LOCATED WITH PUD REVISIONS 7 Monitoring Solaredge ONE Manager, fully wired outdoor enclosure with 1 METER REV. # DATE: NOTE: meters, enabling site monitoring and control. 2.PV SYSTEM AC DISCONNECT ACCESIBLE TO PUD 0 Jan 13, SUBMITTAL Monitoring Cell Plan 1, AC<500kW, 5 year plan 1 PERSONNEL AT ALL TIMES 2026 3. LOCATE PV INTERCONNECTION BREAKER AT OPPOSITE Q CONDUCTOR SCHEDULE END OF BUS PER NEC 705.12(B)(2) Summary Distance (ft) Min. Operating Voltage 4. (5) SPARE MODULES, (2) SPARE OPTIMIZERS (SEE G4.10) 5. FINAL INTERCONNECTION DETAILS TBD Circuit Voltage Drop Ampacity GENERAL NOTES: A (2)#10 CU, (1)#6GND, PV Wire 1000V, AIR 50 25A 850V 0.31% UTILITY: SNOHOMISH COUNTY PUD DESIGNED: DANIEL H. B (4)#10 CU, (1)#10GND, XHHW-2 1000V, 0.75"EMT(min) 50 25A 850V 0.31% 1. EGC WHERE EXPOSED TO PHYSICAL DAMAGE WILL BE 6AWG BARE CU PM: GAGE WEAVING D 2. IF INSTALLING CONDUIT ON ROOF, MAINTAIN GREATER THAN 7/8" ABOVE CELL: (253) 359-3509 C (3)#8 CU, (1)#8 N, (1)#10GND, THWN-2, 1 EMT(min) 26 45.31A 480V 0.27/ PROVIDED SURFACE D (3)4/0 CU, (1)#4 N, (1)#4GND, THWN-2, 2.511EMT(min) 75 45.31A 480V 0.06% BY OTHERS 3. NEI DISCONNECT 0 12: RAPID SHUTDOWN INITIATED BY LOSS OF GRID OR AC E1.10 SINGLE LINE E (3)4/0 CU, (1)#4 N, (1)#4GND, THWN-2, 2.511EMT(min) 75 45.31A 480V 0.06�0 4. ALL EQUIPMENT TERMINALS MUST BE RATED FOR 75° 1 MINIMUM. 4rtk( tot( WASHINGTON Permit Information - - , 1 'nformat;^ Permit# 26-0098 Parcel # 31051500101500 Building ID BLDG-2881 Location 19620 67TH AVE NE Permit Type Commercial Permit Use Alteration Zone Permit # Subdivision Applicant Name SNOHOMISH CO PROP MGMT Address 3000 ROCKEFELLER AVE M/S 404 EVERETT WA 98201 Applicant Email permits@a-rsolar.com Phone Cell Owner Name SNOHOMISH CO PROP MGMT Address 3000 ROCKEFELLER AVE M/S 404 EVERETT, WA, 98201 Owner Email eric.nordstrom@co.snoho Phone Cell mish.wa.us Contractor A and R Solar Corp Address Contractor Email permits@a-rsolar.com Phone 206 7079973 Cell Property Information Type/Improveme Accessory/Struct nt ure Current Use Proposed Use Current Zoning 0 Proposed Zoning Project Cost 30126 Project Value 30126 Current Use And LF Proposed Rooftop install of a photovoltaic solar system Changes Lot Width Lot Depth Map Number Total Area of Building & Accessory Total Area of All Man-made Improvements Structures (Sq Ft) (Sq Ft) General Notes Restrictions/ Variances ©Community Development Online Portal Page 1 of 6 August 3, 2026 10:52AM WASHINGTON Structure Information Structure Type # of Stories Usable Floor Area (Sq Ft) Structure Height # of Units Load per Floor (Lbs) Sign Dimensions # of Bedrooms # of Bathrooms Occupancy With Chairs Tables & Chairs Empty Room Foundation Foundation Type Footing Depth Material Foundation Information Setbacks Front& 0 0 Setbacks Right & 0 0 Rear Left Sides Setbacks Information Water Utility Public Sewage Utility Public Gas Utility Public Electric Utility Public Driveway Width # of Off Street # of Off Street Parking Loading Miscellaneous Information ©Community Development Online Portal Page 2 of 6 August 3, 2026 10:52AM WASHINGTON Contractors License # Business Name Type Contact RSOLAS*825P9 A and R Solar Corp General Contractor William Reeeves ©Community Development Online Portal Page 3 of 6 August 3,2026 10:52AM WASHINGTON Inspections Inspection # Inspection Type Status Date Inspector 26-0497 Commercial -Other Pass July 28, 2026 Kevin Olander ©Community Development Online Portal Page 4 of 6 August 3,2026 10:52AM 4rtk( tot( WASHINGTON Contacts Contact Name Type Project Address Phone SNOHOMISH CO PROP Owner 3000 ROCKEFELLER AVE MGMT M/S 404 EVERETT, WA, 98201 SNOHOMISH CO PROP Previous Occupant 3000 ROCKEFELLER AVE MGMT M/S 404 EVERETT WA 98201 A and R Others Solar SPC 206-707-9937 SNOHOMISH CO PROP Applicant 3000 ROCKEFELLER AVE MGMT M/S 404 EVERETT WA 98201 SNOHOMISH CO PROP Occupant 3000 ROCKEFELLER AVE MGMT M/S 404 EVERETT WA 98201 A and R Solar Corp Contractor 3211 Martin Luther King Jr 206 7079973 Way, Seattle, WA 98144 ©Community Development Online Portal Page 5 of 6 August 3, 2026 10:52AM 4rtk( tot( WASHINGTON Fees Fee Type Date Debit Credit Balance Permit Fees January 27, 2026 $0.00 $0.00 $1,154.85 $-1,154.85 T O T A L $0.00 $1,154.85 $-1,154.85 ©Community Development Online Portal Page 6 of 6 August 3, 2026 10:52AM WASHINGTON Permit #26-0098 Location:19620 67TH AVE NE Routing Details X Department: Permit Tech Intake Review - Deadline: February 2, 2026 - Approved: February 3, 2026 - Status: In Progress Permit Application #A26-0098 Location:19620 67TH AVE NE - by LaNay Hendrick- Permit Technician at January 27, 2026 02:13PM Status: Approved Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Please let me know once you have made payment for prompt processing of your submittal. LaNay Hendrick City of Arlington Permit Technician Iendrick@arlingtonwa.gov 360-403-3437 Permit Application #A26-0098 Location:19620 67TH AVE NE- by LaNay Hendrick- Permit Technician at January 30, 2026 11:55AM Status: In Progress Activity Type: Application Sent Hello, Your invoice is now ready for payment.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Please let me know once you have made payment for prompt processing of your submittal. LaNay Hendrick City of Arlington @ Community Development Online Portal Page 1 of 7 August 3, 2026 10:53AM 4rtk( tot( WASHINGTON Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit Application #A26-0098 Location:19620 67TH AVE NE- by LaNay Hendrick- Permit Technician at February 3, 2026 01:23PM Status: Approved Activity Type: Application Sent LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #26-0098 Location:19620 67TH AVE NE - by LaNay Hendrick- Permit Technician at June 24, 2026 11:48AM Status: In Progress Activity Type: Application Sent EXPIRATION NOTICE LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 ✓ Department: Permit Tech Final Approval - Approved: July 29, 2026 - Status: Closed Manual Update- Permit Application #A26-0098 Location:19620 67TH AVE NE - by LaNay Hendrick- Permit Technician at January 27, 2026 02:02PM Status: In Progress Activity Type: Documents Review The following permit has been updated manually. Permit Application #A26-0098 Location:19620 67TH AVE NE Permit Application #A26-0098 Location:19620 67TH AVE NE- by LaNay Hendrick- Permit Technician at February 27, 2026 04:48PM Status: Approved Activity Type: Application Sent LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #26-0098 Location:19620 67TH AVE NE- by LaNay Hendrick- Permit Technician at February 27, 2026 04:50PM Status: In Progress Activity Type: Application Sent Hello, ©Community Development Online Portal Page 2 of 7 August 3, 2026 10:53AM WASHINGTON Please find attached the issued building permit. Please review any conditions and reach out should you have any questions. Inspection request instructions can be found on the permit. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #26-0098 Location:19620 67TH AVE NE - by LaNay Hendrick- Permit Technician at February 27, 2026 04:51PM Status: Approved Activity Type: Application Sent Hello, Please find attached the issued building permit. Please review any conditions and reach out should you have any questions. Inspection request instructions can be found on the permit. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #26-0098 Location:19620 67TH AVE NE- by LaNay Hendrick- Permit Technician at February 27, 2026 04:52PM Status: In Progress Activity Type: Application Sent Hello, Please find attached the issued building permit. Please review any conditions and reach out should you have any questions. Inspection request instructions can be found on the permit. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Manual Approval - Permit#26-0098 Location:19620 67TH AVE NE- by LaNay Hendrick- Permit Technician at February 27, 2026 04:53PM Status: Approved Activity Type: Documents Review The following permit has been approved manually. Permit#26-0098 Location:19620 67TH AVE NE Manual Closure - Permit#26-0098 Location:19620 67TH AVE NE- by LaNay Hendrick- Permit Technician at July 29, 2026 04:38PM Status: Closed Activity Type: Documents Review ©Community Development Online Portal Page 3 of 7 August 3, 2026 10:53AM WASHINGTON The following permit has been closed manually. Permit#26-0098 Location:19620 67TH AVE NE X Department: Airport - Deadline: March 3, 2026 - Status: In Progress ✓ Department: Building - Approved: February 27, 2026 - Status: Approved Permit Application #A26-0098 Location:19620 67TH AVE NE- by Kevin Olander- Building Official at February 27, 2026 04:19PM Status: Approved Activity Type: Application Sent Kevin Olander City of Arlington Building Official kolander@arlingtonwa.gov 3604033433 ✓ Department: Civil - Approved: February 3, 2026 - Status: Approved Permit Application #A26-0098 Location:19620 67TH AVE NE - by Thad Newport- Development Services Engineering Manager at February 3, 2026 03:44PM Status: Approved Activity Type: Documents Review No civil comments. Thad Newport City of Arlington Development Services Engineering Manager tnewport@arlingtonwa.gov (360) 403-3434 ✓ Department: Planning - Approved: February 24, 2026 - Status: Approved Permit Application #A26-0098 Location:19620 67TH AVE NE- by Ameresia Lawlis-Associate Planner at February 24, 2026 01:44PM Status: Approved Activity Type: Application Sent No LU concerns Ameresia Lawlis City of Arlington Associate Planner alawlis@arlingtonwa.gov 360-403-3548 ©Community Development Online Portal Page 4 of 7 August 3, 2026 10:53AM WASHINGTON ✓ Department: Public Works - Approved: February 9, 2026 - Status: Approved Permit Application #A26-0098 Location:19620 67TH AVE NE- by Linda Taylor-Administrative Specialist II at February 9, 2026 02:34PM Status: Approved Activity Type: Application Sent CC: Permit Tech Final Approval (Department) PW has no comments on the solar panel submittal. Linda Taylor City of Arlington Administrative Specialist II Itaylor@arlingtonwa.gov 360-403-3516 @ Community Development Online Portal Page 5 of 7 August 3, 2026 10:53AM 4rtk( tot( WASHINGTON Record Actions New Permit Application #A26-0098 Location: 19620 67TH AVE NE By Admin - Hannah Hardwick- Fire Permit Technician II at January 27, 2026 08:15AM Hello, A new permit application has been submitted for review. Please login to your CIVICGov Web Application account and visit the link below to view the permit details. https://www.civicgov4.com/wa_arlington/permits/details/226 If you cannot click on the link above, please copy and paste the entire link in the browser address bar. Sincerely, CIVICGov Team. Manual Update- Permit Application #A26-0098 Location:19620 67TH AVE NE By LaNay Hendrick- Permit Technician at January 27, 2026 02:02PM The following permit has been updated manually. Permit Application #A26-0098 Location:19620 67TH AVE NE Condition #1 Added By LaNay Hendrick- Permit Technician at February 27, 2026 04:46PM Condition: Approved job copy shall be onsite Condition #1 Updated By LaNay Hendrick- Permit Technician at February 27, 2026 04:46PM Condition: Approved job copy shall be onsite for inspections Condition #2 Added By LaNay Hendrick- Permit Technician at February 27, 2026 04:46PM Condition: Adhere to approved plans Condition #3 Added By LaNay Hendrick- Permit Technician at February 27, 2026 04:47PM Condition: Call for inspections Manual Approval - Permit#26-0098 Location:19620 67TH AVE NE By LaNay Hendrick- Permit Technician at February 27, 2026 04:53PM The following permit has been approved manually. Permit#26-0098 Location:19620 67TH AVE NE Inspection #26-0497: Result- Pass By Kevin Olander- Building Official at July 28, 2026 03:59PM Commercial -Other Inspection #26-0497: Result- Pass hello my name is laura wooster at A&R solar my callback number is 802-857-8932 I'm requesting a building final building inspection for permit#26-00 98 for tuesday july 28th in the afternoon is preferred and the site contact is andrew hall his phone number is 262-331-0485 again this is for a final building inspection for permit#26-00984 july 27th in the afternoon thank you Manual Closure - Permit#26-0098 Location:19620 67TH AVE NE By LaNay Hendrick- Permit Technician at July 29, 2026 04:38PM The following permit has been closed manually. Permit#26-0098 Location:19620 67TH AVE NE ©Community Development Online Portal Page 6 of 7 August 3, 2026 10:53AM ©Community Development Online Portal Page 7 of 7 August 3,2026 10:53AM City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C Invoice Number: 26-0093 INVOICE Invoice Date:January 27, 2026 Account Number: 4066824159 Bill To: Invoice Questions? A and R Phone: 360-403-3551 Solar SPC Email: ced@arlingtonwa.gov Invoice Due Date:January 27, 2026 Record Number: Permit A26-0098 Parcel Number: 31051500101500 Location: 19620 67TH AVE NE Date Description Paid Date Amount Paid Balance January 27, State Surcharge-Commercial Fee(633.386.00.01.00) $25.00 2026 January 27, Processingfrechnology(320.341.43.00.02) $25.00 2026 January 27, Building Permit(006.322.10.00.01) $664.36 2026 January 27, Building Plan Review(006.345.83.00.02) $440.49 2026 TOTAL: Permit Fees $1,154.85 $1,154.85 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- REMITTANCE INFORMATION If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice. Remittance Information Invoice Account Total Due Your payment is due by January 27, 2026 Number Number This Invoice 26-0093 14066824159 1$1,154.85 A and R Solar SPC City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C PAYMENT RECEIPT Original Invoice Number: 26-0093 Invoice Date:January 27, 2026 Account Number: 4066824159 A and R Solar SPC Thank you for your payment(s). Your Payment Transactions for this record are recorded below. Record Number: Permit 26-0098 Date Description Paid Date Amount Paid Balance January 27, State Surcharge-Commercial Fee (633.386.00.01.00) $25.00 2026 January 27, Processing/Technology(320.341.43.00.02) $25.00 2026 January 27, Building Permit(006.322.10.00.01) $664.36 2026 January 27, Building Plan Review(006.345.83.00.02) $440.49 2026 TOTAL: Permit Fees $1,154.85 $1,154.85 Credit/Debit Card 262 Payment Successful January 30, 2026 $1,154.85 $0.00