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Home My WebLink About01-05-26 Council Meeting Packet SPECIAL ACCOMMODATIONS: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the ADA coordinator at (360) 403-3441 or 711 (TDD only) prior to the meeting date if special accommodations are required. CALL TO ORDER Mayor Don Vanney PLEDGE OF ALLEGIANCE ROLL CALL Mayor Don Vanney – Wendy APPROVAL OF THE AGENDA INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS Councilmembers’ Oaths of Office Mayor Don Vanney / City Attorney Oskar Rey PROCLAMATIONS PUBLIC COMMENT For members of the public who wish to speak to the Council about any matter not on the Public Hearing portion of the meeting. Please limit remarks to three minutes. CONSENT AGENDA Mayor Pro Tem Michele Blythe 1. Minutes of the December 15, 2025 Council meeting ATTACHMENT A 2. Accounts Payable ATTACHMENT B PUBLIC HEARING NEW BUSINESS 1. Interlocal Agreement with Snohomish County for Embedded Social Worker ATTACHMENT C Staff Presentation: Paul Ellis Council Liaison: Leisha Nobach 2. Request for Permit Fee Waiver for Eagle Scout Project ATTACHMENT D Staff Presentation: Paul Ellis Council Liaison: Rob Toyer COMMENTS FROM COUNCILMEMBERS INFORMATION/ADMINISTRATOR & STAFF REPORTS Arlington City Council Meeting Monday, January 5, 2026 at 6:00 pm City Council Chambers – 110 E 3rd Street SPECIAL ACCOMMODATIONS: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the ADA coordinator at (360) 403-3441 or 711 (TDD only) prior to the meeting date if special accommodations are required. MAYOR’S REPORT EXECUTIVE SESSION RECONVENE ADJOURNMENT Mayor Pro Tem Michele Blythe / Mayor Don Vanney DRAFT Page 1 of 3 Council Chambers 110 East 3rd Street Monday, December 15, 2025 Councilmembers Present: Heather Logan, Debora Nelson, Michele Blythe Yvonne Gallardo-Van Ornam, Leisha Nobach, and Jan Schuette. Council Members Absent: Rob Toyer, excused. Staff Present: Mayor Don Vanney, Paul Ellis, Mandy Kruger, Shawn Friang, Shelby Burke, Sheri Amundson, Amy Rusko, Jim Kelly, Kris Wallace, Monroe Whitman, Mike Gilbert, Peter Barrett, City Attorney Oskar Rey, Chelsea Brewer, and Wendy Van Der Meersche. Also Known to be Present: Kathy Vanney, Nathan Senff, Tim Abrahamson, Heather Watland, Bob Nelson, Jenny Nelson, Justin Nelson and family, Dave Kuhl, Laura Kuhl, Linda Byrnes, Denny Byrnes, Randy Nobach, Marc Hayes, John Meno, Sid Logan, Sophie Logan, and Dave Kraski. Mayor Don Vanney called the meeting to order at 6:00 p.m., and the Pledge of Allegiance and roll call followed. APPROVAL OF THE AGENDA Mayor Pro Tem Michele Blythe moved to approve the agenda as presented. Councilmember Debora Nelson seconded the motion, which passed with a unanimous vote. INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS Mayor Vanney presented outgoing Councilmembers Debora Nelson, Jan Schuette, and Heather Logan with plaques thanking them for their service. PROCLAMATIONS None. PUBLIC COMMENT Jay Lindberg, Smokey Point, provided comments. CONSENT AGENDA Mayor Pro Tem Michele Blythe moved, and Councilmember Debora Nelson seconded the motion to approve the Consent Agenda that was unanimously carried: 1. Minutes of the December 1 and December 8, 2025 Council meetings 2. Accounts Payable: Approval of EFT Payments and Claims Checks #114712 through #114808, dated November 18, 2025, through December 1, 2025, in the amount of $1,209,459.93; approval of Payroll EFT Payments and Check #30475 through #30478 dated November 1, 2025, through November 30, 2025, in the amount of $1,631,798.14. Minutes of the Arlington City Council Meeting Minutes of the City of Arlington City Council Meeting December 15, 2025 Page 2 of 3 PUBLIC HEARINGS Ordinance Amending the 2025 Budget and Modifying the 2026 Budget City Administrator Paul Ellis requested Council approve the Ordinance Amending the 2025 Budget and Modifying the 2026 Budget. The public hearing opened at 6:12 p.m. Denny Byrnes, Arlington, provided public comment. The public comment portion was closed, and Council comments were opened at 6:13 p.m. With no Councilmembers wishing to speak, the public hearing was closed at 6:13 p.m. Mayor Pro Tem Michele Blythe moved, and Councilmember Debora Nelson seconded the motion to approve the ordinance amending the budget section of the 2025/2026 biennial budget for the City of Arlington, and authorized the Mayor to sign the ordinance. The motion was passed unanimously. Resolution Adopting the City of Arlington’s Six-Year Transportation Improvement Plan for 2026-2031 Public Works Director Jim Kelly requested Council approve the resolution adopting the City of Arlington’s Six-Year Transportation Improvement Plan for 2026-2031. The public hearing opened at 6:15 p.m. With no members of the public wishing to speak, the public comment portion was closed, and Council comments were opened at 6:15 p.m. Councilmembers Debora Nelson and Jan Schuette provided Council comments. The public hearing was closed at 6:17 p.m. Councilmember Jan Schuette moved, and Councilmember Heather Logan seconded the motion to approve the resolution adopting the City of Arlington 2026-2031 Six-Year Transportation Improvement Plan and authorize the Mayor to sign it. The motion passed unanimously. NEW BUSINESS Ordinance Amending the Parks and Recreation Master Plan Community and Economic Development Director Amy Rusko requested Council approve an ordinance amending the Parks and Recreation Master Plan. Councilmember Debora Nelson moved, and Councilmember Yvonne Gallardo-Van Ornam seconded the motion to approve the ordinance amending the Parks and Recreation Master Plan and authorized the Mayor to sign the ordinance. The motion passed unanimously. Ordinance Adopting Arlington Municipal Code Chapter 20.90 Community and Economic Development Director Amy Rusko requested Council approve an ordinance adopting Arlington Municipal Code Chapter 20.90. Councilmember Leisha Nobach moved, and Councilmember Michele Blythe seconded the motion to approve the ordinance amending AMC Chapter 20.90 and authorized the Mayor to sign the ordinance. The motion passed 5-1 with Councilmember Jan Schuette voting no. Minutes of the City of Arlington City Council Meeting December 15, 2025 Page 3 of 3 Ordinance Adopting Arlington Municipal Code Chapter 20.93 Community and Economic Development Director Amy Rusko requested Council approve an ordinance adopting Arlington Municipal Code Chapter 20.93. Councilmember Heather Logan moved, and Councilmember Debora Nelson seconded the motion to approve the ordinance amending AMC Chapter 20.93 and authorized the Mayor to sign the ordinance. The motion passed unanimously. Ordinance Amending Arlington Municipal Code Title 14 Relating to the City’s Airport Regulations Airport Operations Manager Monroe Whitman requested Council approve an ordinance amending Arlington Municipal Code Title 14 relating to the City’s Airport regulations. Councilmember Yvonne Gallardo-Van Ornam moved, and Councilmember Heather Logan seconded the motion to approve the ordinance and authorized the Mayor to sign it. The motion passed unanimously. COMMENTS FROM COUNCILMEMBERS Councilmember Leisha Nobach said she enjoyed participating in Holidays with Heroes. Councilmember Michele Blythe said she enjoyed participating in the Santa Run. ADMINISTRATOR & STAFF REPORTS City Administrator Paul Ellis stated that this is the last Council meeting of the year. Council will resume January 5. MAYOR’S REPORT Mayor Vanney stated he enjoyed participating in Christmas events over the weekend. EXECUTIVE SESSION None. ADJOURNMENT With no further business to come before the Council, the meeting was adjourned at 6:36 p.m. _________________________________________ Don E. Vanney, Mayor City of Arlington Council Agenda Bill CA #2 Attachment January 5, 2026 Accounts Payable Claims Approval Claims Approval Finance; Shelby Burke, Director 360-403-3423 EXPENDITURES REQUESTED: 0 BUDGET CATEGORY: N/A BUDGETED AMOUNT: LEGAL REVIEW: DESCRIPTION: ALTERNATIVES: City of Arlington January 5th, 2026 Council Meeting Claims Certification: We, the undersigned City Council of the City of Arlington, Washington, do hereby certify that the merchandise or services hereinafter specified have been received and that: Approval of EFT Payments and Claims Checks #114809 through #114987, dated December 2nd, 2025, through December 15th, 2025- in the amount of $2,662,073.17. City of Arlington Council Agenda Bill Item: NB #1 Attachment C COUNCIL MEETING DATE: January 5, 2026 Interlocal Agreement (ILA) with Snohomish County for Law Enforcement Embedded Social Worker (LEESW) Interlocal Agreement with Snohomish County for Law Enforcement Embedded Social Worker Administration; Paul Ellis, City Administrator 360-403-4603 EXPENDITURES REQUESTED: $297,106 BUDGET CATEGORY: Police BUDGETED AMOUNT: $297,106 LEGAL REVIEW: DESCRIPTION: The ILA for a law enforcement embedded social worker with Snohomish County concluded December 31, 2025. The proposed agreement with Snohomish County will continue with a full time, embedded social worker with Arlington. This agreement also provides for back fill during employee leave and medical oversight needed to administrate the program. The City of Arlington and Snohomish County have been working together with a Law Enforcement Embedded Social Worker (LEESW) program. The goal of the LEESW program is to provide an alternative police response to those people with social service needs within and/or directly impacting the City of Arlington. The interlocal agreement outlines the purpose, activities, and commitment of resources from each agency. The ILA was for two years, expiring December 31, 2027. ALTERNATIVES: Remand to staff for additional information. Social Worker and authorize the Mayor to sign the agreement. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 1 of 13 INTERLOCAL AGREEMENT BETWEEN SNOHOMISH COUNTY AND CITY OF ARLINGTON REGARDING SNOHOMISH COUNTY OUTREACH TEAM (SCOUT) This INTERLOCAL AGREEMENT (the “ILA” or “Agreement”) is entered into between SNOHOMISH COUNTY, hereinafter “the County” and the CITY OF ARLINGTON, hereinafter “the City”, a municipal corporation, pursuant to Chapter 39.34 RCW. The County and the City (collectively, “the Parties”) hereby agree as follows: I. PURPOSE A. The purpose of this Agreement is to set forth the duties between the County and the City of Arlington regarding a program that embeds a County social services worker (1.0 FTE) with the City of Arlington Police Department (APD), to be known as the Snohomish County Outreach Team (SCOUT). The goal of the SCOUT program is to provide an alternative police & security response to those people with social service needs within and/or directly impacting the City. The County, through SCOUT, will provide assistance with police response to individuals who have social service needs related to homelessness and housing, mental illness, substance misuse and abuse, veteran status, medical concerns, financial needs and other related concerns. The SCOUT program aims to build relationships with vulnerable individuals, reduce and/or eliminate barriers to existing resources and assist individuals to access the support and services available to them. This then allows law enforcement to focus on other issues within the City. B. The Parties agree to work collaboratively to comply with this Agreement. Activities by the APD and SCOUT will include, but are not limited to, the identification, assessment and referral of adults with social service needs to available services in the community based on an individualized needs assessment. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 2 of 13 II. OBJECTIVES AND STRATEGIES The Parties mutually acknowledge the following objectives with respect to this Agreement: A. Establish effective coordination and partnership between the Arlington Police Department and Snohomish County Human Services to embed 1.0 FTE Social Service Worker, employed by Snohomish County, within the APD. B. Improve response and provide effective services and follow-up with individuals who have social service needs. C. Make more effective use of law enforcement resources by diverting or referring individuals with social service needs to the SCOUT program. D. Maintain data on program outputs related to individuals who receive services from the SCOUT program. E. Engage, motivate, and support individuals in addressing social service needs. F. Strategies used by the SCOUT to achieve these objectives may include without limitation: 1. Provide outreach, engagement, and liaison support to individuals with social service needs who are encountered by law enforcement. 2. Provide training to law enforcement on social service resources. 3. Develop a procedure for identifying and screening people with social service needs. 4. Develop a network of working relationships with a wide array of social service providers within Snohomish County, including but not limited to Snohomish County Crisis Services, Snohomish County Jail, Snohomish County Diversion Center, Carnegie Resource Center, withdrawal management providers, emergency housing providers, behavioral health providers, recovery housing landlords, and others. 5. Follow-up with identified individuals to bridge gaps between police contacts and social services. III. ADMINISTRATOR; NOTICE; POINTS OF CONTACT; SELECTION OF DESIGNATED SCOUT MEMBER A. The City of Arlington Police Department Chief of Police shall serve as the Administrator of this Agreement. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 3 of 13 B. Official notices to each of the Parties shall be provided to the individual Points of Contact designated below: The City Point of Contact: The County Point of Contact: Jonathon Ventura Anji Jorstad Police Chief Behavioral Health Supervisor City of Arlington Snohomish County Human Services C. APD Management, or designee, may participate in any hiring oral board conducted to fill assigned SCOUT personnel. The County retains the right to remove, or re-assign personnel as needed. Replacement of personnel is subject to the County’s selection process. D. If APD has good cause to believe that a County employee is not effectively performing in accordance with this Agreement, they may recommend in writing to the County that the employee be removed from the assignment. Within ten (10) business days after receiving the recommendation, an APD representative will meet with the County Behavioral Health Supervisor, or designee, to discuss the recommendation. If in the opinion of the Behavioral Health Supervisor or APD, or their designees, the problem cannot be resolved, then the employee may be removed from serving APD pursuant to this Agreement and replaced by another member of the SCOUT team, at the discretion of the County. IV. REFERRAL PROCESS The Parties shall work collaboratively to continue development of and to maintain processes for referral of individuals into the program established under this Agreement. This includes, without limitation, eligibility assessments by County staff. Individuals may be referred for alternative services according to individual need and service availability. V. GEOGRAPHICAL LOCATION In performing services under this Agreement, the County will dedicate a .1.0 FTE SCOUT to work within the jurisdiction of the City. VI. COMMITMENT OF RESOURCES A. The City agrees to pay the County: 1. The total cost of employing one (1.0) FTE embedded social services worker, provided to the County as outlined in Article XIV of this Agreement. 2. The total cost of ancillary services directly associated with this embedded social services worker to include costs outlined below in the maximum amounts set forth in Article XIV of this Agreement: Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 4 of 13 a. Shelter/housing - to include brief hotel stays, housing rental assistance and other financial assistance necessary to maintain housing placement. b. Housing supports - to include housing application fees, deposit assistance, move-in supplies (bedding, toiletries, lockboxes for medication, hygiene items, and other items that meet individual needs). c. ORCA cards and transportation assistance to get to treatment, medical appointments, and other travel directly related to defined needs. d. Flexible client assistance funds as defined below. Client assistance funds may be provided to the City under a separate contract, as funding allows. 1) Flex funds are utilized to procure goods and/or services directly related to the needs of individuals that cannot be met through existing means or formal/informal community mechanisms. Examples of such purchases may include, but are not limited to, food, clothing, medicine, bus pass, gas vouchers, or obtaining documents or special assessments needed for benefit applications. 2) Flex funds shall not be paid directly to the individual and are prohibited from being used for the purchase of alcohol, marijuana, vaping equipment, tobacco, firearms, ammunition, or other weaponry. Gift cards may not be purchased for shops that sell prohibited items unless the card is restricted from such purchases by the vendor upon activation. 3. Reasonable access to workstations within the Arlington Police Department for the SCOUT. 4. Subject to reasonable availability and Arlington Police Department determined prioritization, Law Enforcement dedicated resources to support the objectives of this program. 5. Upon mutual agreement of the Parties, the City may authorize and directly pay the costs of training or conference attendance of the SCOUT. The training or conferences shall be related to social services law enforcement environments and shall be to the benefit of the City of Arlington. Travel and related expenses for training or conferences shall be in accordance with the City policy. SCOUT personnel scheduling, availability, suitability, and budget for training shall be mutually decided upon by the County and the City prior to the training. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 5 of 13 B. The County agrees to commit the following resources to the project established under this Agreement: 1. One (1) social services worker (SCOUT) who will be embedded full-time (1.0 FTE) at the APD. 2. Sending invoice for the program costs set forth in Article XIV of this Agreement. 3. Supervision and training for the SCOUT. 4. Except as expressly provided in this Agreement, all necessary equipment, tools, and materials for the SCOUT to perform his/her duties, including: a. Snohomish County Human Services identification. b. Clothing that is necessary for outdoor working conditions. c. Vehicles and/or other transportation means necessary for the SCOUT to perform his/her duties hereunder, to include mileage reimbursement for use of personal vehicle during work hours. d. Personal protective equipment (PPE). e. Other equipment determined necessary and mutually agreed upon by the Parties. 5. The Parties jointly agree to commit use of facilities, i.e., phones, furniture, copy machines, and fax as reasonably available. Provided that resource allocation shall be determined jointly on an ongoing basis with reasonable and good faith consideration afforded to the Parties’ respective budgets and workload constraints. 6. If SCOUT assigned to the City is absent from duty due to illness, injury, or similar issue for more than two (2) weeks, the County will provide an alternate SCOUT team member to provide coverage until such time as the original SCOUT team member returns or is permanently replaced. VII. SUPERVISION; EMPLOYMENT STATUS; INSURANCE A. The APD shall, in collaboration with SCOUT, manage day-to-day operations of the designated SCOUT member during the days assigned to work with APD. Program team members shall be supervised by their designated supervisor in the Snohomish County Department of Human Services. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 6 of 13 B. The Parties shall communicate quarterly to review operations and discuss needed project adjustments. C. Each team member shall be responsible for complying with their respective agency’s policies and procedures. D. Neither the SCOUT nor the City’s employees are agents of the other party respectfully, neither shall act as the agent of the other. E. The SCOUT shall be and remain a County employee at all times relevant to this Agreement. Without limitation of the foregoing, no employment relationship shall be created under this Agreement between the City of Arlington and the SCOUT and/or any other employee of the County, or between the County and any employee of the City of Arlington. The City shall not be liable for, nor obligated to pay any employee of the County, specifically including without limitation the SCOUT, compensation, sick leave, vacation pay, overtime or any other benefit applicable to employees of the City, nor to pay or deduct any social security, income tax, or other tax from the payments made to SCOUT which may arise as an incident of the SCOUT performing services hereunder. Without limitation of the foregoing, the City shall not be obligated to pay industrial insurance for the services rendered by the SCOUT. F. The County shall procure and maintain at all times, relevant to this Agreement, liability insurance coverage for the SCOUT and any vehicle used by the SCOUT in performing services under this Agreement in the same manner and in the same coverage amounts as provided for other County employees. VIII. STANDARD OPERATING PROCEDURES The following operating procedures may be supplemented in writing or by practice. The following is not intended to be an exclusive or exhaustive set of policies and procedures. A. Hours of operation for the SCOUT shall be as determined and agreed upon by the Parties. B. Information Sharing: To the extent allowed by law, the SCOUT shall share information about his/her activities under this Agreement with APD. The SCOUT shall upon APD’s request participate in administrative hearings, including without limitation hearings concerning officer discipline, related to activities the SCOUT may witness in performing his/her duties under this Agreement. The SCOUT shall assist APD officers upon request by providing written statements and shall testify in court proceedings as required. APD officers shall reasonably cooperate with the SCOUT by providing incident reports, statements, and offender photos as allowed by law. Any release of records or other information shall comply with the City and Snohomish County policies related to confidentiality, as well as applicable state and federal law. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 7 of 13 C. Community Contact: The SCOUT shall engage and communicate with the Arlington community including, but not limited to, providing outreach, presentations and training to community groups. IX. OUTREACH, ENGAGEMENT AND LIAISON ACTIVITIES A. The SCOUT and APD shall work as a team to provide outreach to individuals with social service needs in the City of Arlington. While conducting outreach, SCOUT and APD will meet with individuals to discuss goals and program objectives, which include but are not limited to pursuit of and enrollment into substance use disorder treatment and/or mental health treatment, exploration of safe and affordable housing resources and identification of other needs and resources available. B. The SCOUT shall work with individuals to develop a plan to meet the agreed- upon goals. The plan may include but is not limited to: entry into the Snohomish County Diversion Center, entry into inpatient Substance Use Disorder (SUD) or Mental Health SUD or Mental Health (MH) treatment, procuring identification, medical benefits, medical care, access to coordinated entry, coordinating transportation, and securing housing. C. The SCOUT shall continue to work with such individuals once treatment services begin. This may include but is not limited to: assistance with securing safe and affordable housing, assisting with transition to outpatient SUD and MH treatment and orientation to other supportive services available in our community related to behavioral health, housing, employment and community support. D. The SCOUT shall document relevant data related to client contact into the SCOUT database. Reports of aggregate, de-identified data will be provided to APD monthly. E. Any community meetings or presentations shall be vetted through the County Behavioral Health Supervisor prior to making a commitment to attend or present. These shall be no more than ten percent of the SCOUT team members’ time assigned to APD. F. The SCOUT shall ensure that arrested individuals who are referred to the SCOUT in lieu of booking are provided with appropriate referrals based on indicated need. The SCOUT shall follow up to the best of their ability to learn whether the individual has used the resources provided. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 8 of 13 X. ROLES AND RESPONSIBILITIES DURING CONTACT A. The SCOUT shall make contact with people in need of social services both in the field and at their assigned duty station or business office. The SCOUT shall conduct outreach as deemed appropriate and interact with individuals with social service needs. B. At APD’s discretion, law enforcement may provide transportation to individuals in need of services or assessment and work to create and maintain a safe and secure environment to allow the SCOUT social services worker to engage with individuals safely. C. The SCOUT shall discuss contacted individuals with warrants, with the APD Community Outreach Officer (or designee) and a decision regarding booking the individual shall be made at that time. The booking of the individual shall be discretionary and based upon APD judgment as to which approach would be in the best interest of the individual and the community. D. The SCOUT shall not conduct criminal interviews and is not an agent of APD during outreach in the community. If the SCOUT is subpoenaed as a result of the coordinated effort with APD, the SCOUT shall appear in court and shall testify. XI. STATISTICS AND EVALUATION A. The SCOUT program established under this Agreement shall be funded from January 1, 2026, through December 31, 2027. The SCOUT program shall be evaluated by the Parties for efficiency and impact. B. The SCOUT will maintain client information in the SCOUT database. Information from this database may be used to map any trends in the target demographic. The SCOUT database will be maintained by Snohomish County Human Services and reports containing aggregate, de-identified data will be provided monthly to partners named in this Agreement. XII. INDEMNIFICATION AND HOLD HARMLESS Each Party shall protect, hold harmless, indemnify and defend the other Party, its elected officials, officers, employees and agents, from and against any loss or claim for damages of any nature whatsoever, including claims by third parties or employees against which it would otherwise be immune under Title 51 RCW or other law, arising out of any act or omission of the first Party in performance of this Agreement by itself, its elected or appointed officials, officers, employees or agents, except to the extent such loss or claim is attributable to the negligence or Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 9 of 13 willful misconduct of the second Party, its elected officials, officers, employees or agents. To the extent that a loss or claim hereunder arises out of the joint or concurrent negligence of both Parties, the Parties’ respective liabilities shall be as provided by the laws of the State of Washington. Each Party’s waiver of immunity under Title 51 RCW above, made solely for the purposes of this indemnification, has been mutually negotiated by the Parties. The provisions of this section shall survive the expiration or termination of this Agreement. XIII. TERM; TERMINATION This Agreement shall be effective upon approval and signature of this interlocal Agreement by the Parties and recording/posting pursuant to RCW 39.34.040 and shall continue in effect until December 31, 2027, unless terminated as provided herein or mutually extended by written agreement of the Parties. Either Party may terminate this Agreement with or without cause by providing the other Party with at least thirty (30) days written notice. Termination of the Agreement will not result in a refund of payments previously remitted for that calendar year. Notwithstanding the effective date, this Agreement shall govern the Parties’ conduct from January 1, 2026. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 10 of 13 XIV. DIVISION OF SCOUT PROGRAM COSTS Table 1: January 1, 2026 – December 31, 2026 COSTS Cost Category Amount Comments TOTAL $181,755 general supplies, motor pool/mileage, etc. program category and prorated reimbursables. Also known as “burden” or billable costs, estimate based on number of FTEs in the Behavioral Health Program TOTAL COST FTE $211,769 ($7,500.00) fiscal year 2024 – 2025, minus EHP Flex Fund contract amount fiscal year 2024 - 2025 January 1, 2026 – December 31, 2026 The total amount paid by the City of Arlington will be $297,106 Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 11 of 13 A. The budget provided above is for the first year only, January 1, 2026 – December 31, 2026. A budget amendment prepared by the County will outline costs for 2027, once those costs are known. Any amended costs shall be agreed to in writing by all Parties prior to January 1, 2027. B. The City shall pay the County the costs set forth in Article XIV of this Agreement. This will include salary, benefits, supplies, administrative oversight, leave coverage, and indirect costs for a 1.0 FTE SCOUT position. C. The City shall remit payment of the above amount to the County in quarterly payments due thirty (30) days from receipt of invoice. D. Pursuant to RCW 43.09.210, the Parties mutually acknowledge that the services provided under this Agreement are being compensated at their full and true value. E. The County shall maintain all appropriate documentation for costs reimbursed by the City and on a quarterly basis provide the City with a list of costs reimbursed. In addition, the County shall provide any document requested by the Office of Washington State Auditor, as allowed by law. XV. MISCELLANEOUS A. Public Records Act: This Agreement and all public records associated with the Agreement shall be available from the County for inspection and copying by the public where required by the Public Records Act, Chapter 42.56 RCW (‘the Act”). To the extent that public records then in the custody of the City are needed for the County to respond to a request under the Act, as determined by the County, the City agrees to make them promptly available to the County. If the City considers any portion of any record provided to the County under this Agreement, whether in electronic or hard copy form, to be protected from disclosure under law, the City shall clearly identify any specific information that it claims to be confidential or proprietary. If the County receives a request under the Act to inspect or copy the information so identified by the City and the County determines that release of the information is required by the Act or otherwise appropriate, the County’s sole obligations shall be to notify the City (a) of the request and (b) of the date that such information will be released to the requester unless the City obtains a court order to enjoin that disclosure pursuant to RCW 42.56.540. If the City fails to timely obtain a court order enjoining disclosure, the County will release the requested information on the date specified. The County has, and by this section assumes, no obligation on behalf of the City to claim any exemption from disclosure under this Act. The County shall not be liable to the City for releasing records not clearly identified by the City Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 12 of 13 for any records that the County releases in compliance with this section or in compliance with an order of a court of competent jurisdiction. B. Conflicts between Attachments and Text: Should any conflicts exist between any attached exhibit or schedule and the text or main body of this Agreement, the text or main body of this Agreement shall prevail. C. No Third-Party Beneficiaries: The provisions of this Agreement are for the exclusive benefit of the County and the City. This Agreement shall not be deemed to have conferred any rights, express or implied, upon any third parties. D. Governing Law; Venue: This Agreement shall be governed by the laws of the State of Washington. The venue of any action arising out of this Agreement shall be in the Superior Court of the State of Washington, in and for Snohomish County. E. Severability: Should any clause, phrase, sentence or paragraph of this Agreement be declared invalid or void, the remaining provisions of this Agreement shall remain in full force and effect. F. Authority: Each signatory to this Agreement represents that he or she has full and sufficient authority to execute this Agreement on behalf of the County or the City, as the case may be, and that upon execution of this Agreement it shall constitute a binding obligation of the County or the City as the case may be. G. Survival: Those provisions of this Agreement that by their sense and purpose should survive expiration or termination of the Agreement shall so survive. H. Execution in Counterparts: This Agreement may be executed in counterparts, each of which shall constitute an original and all of which shall constitute one and the same Agreement. I. Amendments: No changes or additions shall be made to this Agreement except as agreed to by both Parties, reduced to writing and executed with the same formalities as are required for the execution of this Agreement. The County may be represented in Agreement by the County Executive Director or as further delegated by the County Executive. J. Filing; Posting: Pursuant to RCW 39.34.040, a fully executed copy of this Agreement shall be recorded with the office of the Snohomish County Auditor or posted by subject on a Party’s website. K. No Separate Entity Necessary/Created: The Parties agree that no separate legal or administrative entities are necessary to carry out this Agreement. Snohomish County Outreach Team (SCOUT) Interlocal Agreement 2026-2028 City of Arlington Page 13 of 13 L. Ownership of Property: Except as expressly provided to the contrary in this Agreement, any real or personal property used or acquired by either Party in connection with the performance of this Agreement will remain the sole property of such Party, and the other Party shall have no interest therein. ______________________________ ___________ City of Arlington Date ______________________________ ___________ Snohomish County Date City of Arlington Council Agenda Bill Item: NB #2 Attachment D COUNCIL MEETING DATE: January 5, 2026 SUBJECT: Request for waiver of fees for Eagle Scout Project ATTACHMENTS: Fee Waiver Request Form and Building Permit DEPARTMENT OF ORIGIN Community & Economic Development, Amy Rusko, Director EXPENDITURES REQUESTED: None BUDGET CATEGORY: BUDGETED AMOUNT: N/A LEGAL REVIEW: DESCRIPTION: Kloset located on the Arlington School District property. The Building Permit Fee is $253.91 for plan review, permit fee, processing technology fee and state surcharge fee. HISTORY: ALTERNATIVES: Do not authorize the waiver. PERMIT FEE WAIVER REQUEST Community & Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 REV5.2021 Page 1 of 1 PER THE CURRENT FEE RESOLUTION Section 1. Fees and Charges—General. 1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable. 1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution. 1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs. 1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency. NOTE: State Surcharge Fees cannot be waived. Permit Number: Total Amount: $ Staff Requesting Fee Waiver: Staff Department: Staff Email: Staff Phone #: Reason for Waiver: Council Workshop Date: Council Approval Date: Signatory Authority: Print Name: CED STAFF USE ONLY FEE BREAKDOWN Plan Review Fee(s) $ Permit Fee(s) $ Processing Technology Fee $ State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP City of Arlington 18204 59th Avenue NE, Arlington, Washington 98223 Phone: 360-403-3551 Building Permit Parcel: 31051100102000 Description of Work: Permit #: 25-0097 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Valuation: 3000.00 Date Applied: December 10, 2025 Permit Address: 135 FRENCH AVE OWNER APPLICANT CONTRACTOR ARLINGTON SCHL DIST 16 315 N FRENCH AVE ARLINGTON, WA, 98223 Isaac Emerson 11404 138th St NE 425-293-2450 zoompickle@outlook.com registration_number : Permit Type : Commercial - Alteration Stories: 1 Dwelling Units : 0 Code Year : code_year Const Type : Occupancy Group : 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.)Inspections are required. INSPECTIONS Inspection Line: 360-403-3417 Call for inspections by 3:30 pm for next day inspection. Please allow 48 hours for Fire Inspections. Please provide the following information when leaving a message: Permit Number, Type of Inspection, and provide preference of morning or afternoon inspection. Inspection Portal: Please login to customer portal and submit for the desired inspection type for the permit. Kevin Olander Building Official ASSOCIATED FEES Date Description Paid Date Amount Paid Balance TOTAL: Permit Fees $0.00 $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. 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 or360-416-3000. A.DEFERRED SUBMITTALSIf the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals requireseparate 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 Sprinkler4.Fire Alarm5.Signage B.SPECIAL INSPECTION AND TESTING AGREEMENTA 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. I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. 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) COMMERCIAL TENANT IMPROVEMENT REV03.2022 Page 2 of 7 INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL THAT APPLYAutomatic 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 Project Scope of Work: Primary Contact: Owner Architect Engineer Contractor COMMERCIAL TENANT IMPROVEMENT REV03.2022 Page 3 of 7 MECHANICAL SYSTEM INFORMATION • 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 MECHANICAL PERMIT FEES (per unit) Additional Plan Review fees x $ 75.00 = $ Air Cond. Unit ≤100Btu/h x $ 15.00 = $ Air Cond. Unit >100Btu/h x $ 25.00 = $ Air Cond. Unit >500Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler <100Btu/h >3hp x $ 15.00 = $ Boiler >1 million Btu/h<50hp x $ 25.00 = $ Boiler >1.5 million Btu/h<50hp x $ 50.00 = $ Boiler >100Btu/h 3-15hp x $ 15.00 = $ Boiler >500Btu/h 15-30hp x $ 25.00 = $ Commercial Hoods -Type I x $ 25.00 = $ Commercial Hoods -Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat ≤100 Btu/h x $ 15.00 = $ Forced Air Heat >100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC ≤100 Btu/h x $ 15.00 = $  New Installation  Addition  Alteration  Replaced  Gas Piping Gas Piping Specification and complete Schematic PAGE 4  Not Applicable Proposed Piping Material:  CSST  Brass  Black Steel  Galvanized Steel  Other Proposed Piping Size:  ½”  ⅝”  ¾”  1”  1½”  2” Inlet Pressure: Pressure Drop: Specific Gravity: COMMERCIAL TENANT IMPROVEMENT REV03.2022 Page 4 of 7 MECHANICAL PERMIT FEES (per unit) Gas Fired AC >100 Btu/h x $ 25.00 = $ Gas Fired AC > 500 Btu/h x $ 50.00 = $ Gas Piping ≤ 5 units x $ 15.00 = $ Gas Piping > 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance - regulated by mechanical code, not otherwise specified x $ 15.00 = $ Pkg. Units ≤100btu x $ 25.00 =$ Pkg. Units >100btu x $ 50.00 =$ Range/Cook top-Gas Fired x $ 15.00 =$ Refrigeration Unit ≤100Btu/h x $ 15.00 =$ Refrigeration Unit >100Btu/h x $ 25.00 =$ Refrigeration Unit >500Btu/h x $ 50.00 =$ Re-inspection fee (all) x $ 75.00 =$ Unit Heaters ≤ 100 Btu/h x $ 15.00 =$ Unit Heaters >100 Btu/h x $ 25.00 =$ VAV Boxes (Variable Air Volume, part of air conditioning system) x $ 10.00 = $ 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 COMMERCIAL TENANT IMPROVEMENT REV03.2022 Page 5 of 7 PLUMBING SYSTEM INFORMATION The following items need to be specified on the plans:  Fixture specifications and equipment with locations.  Location and type of all backflow assemblies for each fixture.  Calculations for Grease Interceptor.  Pipe size and location of sanitary and potable water systems.  Riser diagram of waste, vent, and rain water systems, including sizes.  Medical gas piping riser diagram, type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings. A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. 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 =  New Installation  Addition  Alteration  Replaced  Industrial COMMERCIAL TENANT IMPROVEMENT REV03.2022 Page 6 of 7 PLUMBING PERMIT FEES (per fixture) Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refrigerator x $ 15.00 = Irrigation – per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Piping ≤ 5 inlets/outlets x $ 60.00 = Med Gas Piping > 5 inlets/outlets (plus ≤ 5 inlets/outlets) x $ 5.00 = Miscellaneous – regulated by plumbing code, not otherwise specified x $ 15.00 = 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 New Addition/Alteration  Medical Automotive Based  Industrial Office Restaurant Machine Shop Other: ____________________________________ CROSS CONNECTION  Coffee Urn/Espresso Hydrotherapy Equip.Steam Generators Carbonated Bev.Dental Equip.Dye Vats Fume Hoods Laboratory Equip.Pressure Washers Degreasers Autoclave/Sterilizers Cooling Towers  Aquarium Swimming Pools Sprinkler w/chemicals  WASTEWATER DISCHARGEDoes the plumbing system currently have a grease interceptor? Yes No Don’t Know Yes No Don’t Know COMMERCIAL TENANT IMPROVEMENT REV03.2022 Page 7 of 7 Is water used in the business process (washing, rinsing, cooling)?  Yes  No  Don’t Know Does your business require a NPDES permit? Yes  No  Don’t Know I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Signature Print Name Date Subject: Re: Kids Kloset Awning Construction Plan From: Ed Aylesworth <ed.aylesworth@asd16.org> Date: 11/25/25, 08:45 To: Isaac Emerson <ZoomPickle@outlook.com>, Leonard Turner <leonard.turner@asd16.org> Great! You can contact Leonard Turner to coordinate. I have included Leonard on this email so you have his contact information. Thank you! Ed Aylesworth Director, Child Nutrition and Support Services Arlington Public Schools 360.618.6213 CONFIDENTIALITY NOTICE: The information contained in this ELECTRONIC MAIL transmission is conﬁdential. This information is intended for the exclusive use of the addressee(s). If you are not the intended recipient, you are hereby notiﬁed that any use, disclosure, dissemination, distribution (other than to the addressee(s)), copying or taking of any action because of this information is strictly prohibited. If you received this in error, please contact the sender. On Tue, Nov 25, 2025 at 8:19 AM Isaac Emerson <ZoomPickle@outlook.com> wrote: Yes I was planning to get the gutter system in addition to the awning On 11/25/25 08:04, Ed Aylesworth wrote: Hi, Isaac. This awning looks ﬁne to us. Are you planning on getting the gutter system as well? If so, we believe we can help get that hooked into the downspout next to the door. Ed Aylesworth Director, Child Nutrition and Support Services Arlington Public Schools 360.618.6213 CONFIDENTIALITY NOTICE: The information contained in this ELECTRONIC MAIL transmission is conﬁdential. This information is intended for the exclusive use of the addressee(s). If you are not the intended recipient, you are hereby notiﬁed that any use, disclosure, Re: Kids Kloset Awning Construction Plan 1 of 3 12/9/25, 20:55 dissemination, distribution (other than to the addressee(s)), copying or taking of any action because of this information is strictly prohibited. If you received this in error, please contact the sender. On Thu, Nov 20, 2025 at 11:07 PM Isaac Emerson <ZoomPickle@outlook.com> wrote: Hey Mr. Aylesworth, I've been having issues with the manufacturer I originally decided on, but I found a diﬀerent company that I need to run by you: https://www.generalawnings.com/door-awnings-c-80/commercial-c-132/austin- standing-seam-door-awning-p-292 We'd still be using the same anchoring system that I sent to you in my last email. As for installation the Eagle Project guidelines dictate that I must be the "foreman" of an acting crew of volunteers, I have several people who have been working in the trades lined up as my volunteers so I'm conﬁdent in their abilities. -Isaac Emerson On 10/29/25 09:39, Ed Aylesworth wrote: Isaac. The project plan and materials look good to us. Go ahead and move forward with acquisition. Who do you plan on having complete the installation? Thank you! Ed Aylesworth Director, Child Nutrition and Support Services Arlington Public Schools 360.618.6213 CONFIDENTIALITY NOTICE: The information contained in this ELECTRONIC MAIL transmission is conﬁdential. This information is intended for the exclusive use of the addressee(s). If you are not the intended recipient, you are hereby notiﬁed that any use, disclosure, dissemination, distribution (other than to the addressee(s)), copying or taking of any action because of this information is strictly prohibited. If you received this in error, please contact the sender. On Sat, Oct 25, 2025 at 11:22 AM Isaac Emerson <ZoomPickle@outlook.com> Re: Kids Kloset Awning Construction Plan 2 of 3 12/9/25, 20:55 wrote: Just as a follow up, do you need any further information on the project before I can continue to acquisition of the product. Also, would you happen to have information on the construction of the building like asbuilts or other material speciﬁcations. On 10/25/25 11:11, Isaac Emerson wrote: > Greetings Mr. Aylesworth, > > Earlier this year I met with you to discuss an eagle project > pertaining to the installation of a awning above the rear entrance to > the school district building for Kids Kloset. You said you wanted a > construction plan before approving the project, so I've put that > together in the attached ﬁle including My work plan, the details from > the selected manufacturer, speciﬁcation for means of attachment and a > very rough sketch of the ﬁnished product. I apologize for the delay, > I've been busy with school and some other matters came up as well. > Regardless I hope the plans are satisfactory. Best of wishes, > > -Isaac Emerson Re: Kids Kloset Awning Construction Plan 3 of 3 12/9/25, 20:55 68 Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com DESCRIPTION/SUGGESTED SPECIFICATIONS ADVANTAGES Dependable, Heavy-Duty, Inspectable, Wedge Type Expansion Anchor Trubolt® Wedge Anchors n 2015 International Building Code (IBC) Compliant for 1/4” through 1/2” diameters- carbon steel n Versatile fully threaded design is standard on sizes up to 1” diameter and 10” length n Anchor diameter equals hole diameter n Standard carbon and stainless steel anchors n Non bottom-bearing, may be used in hole depth exceeding anchor length n Can be installed through the work fixture, eliminating hole spotting n Inspectable torque values, indicating proper installation Trubolt’s fully threaded feature eliminates subsurface obstruction problems. Fully threaded design accommodates various material thicknesses at the same embedment. One anchor length saves time and money. Wedge Type Anchors— SPECIFIED FOR ANCHORAGE INTO CONCRETE Trubolt Wedge anchors feature a stainless steel expansion clip, threaded stud body, nut and washer. Anchor bodies are made of plated carbon steel, hot-dipped galvanized carbon steel, type 304 stainless steel or type 316 stainless steel as identified in the drawings or other notations. The exposed end of the anchor is stamped to identify anchor length. Stampings should be preserved during installation for any subsequent embedment verification. Use carbide tipped hammer drill bits made in accordance with ANSI B212.15-1994 to install anchors. Anchors are tested to ACI 355.2 and ICC-ES AC193. Anchors are listed by the following agencies as required by the local building code: ICC-ES, UL, FM, and Caltrans. Trubolt Wedge Anchor Fully Threaded Advantage2018 IBC 69Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com 1. Select a carbide drill bit with a diameter equal to the anchor diameter. Drill hole to any depth exceeding the desired embedment. See chart for minimum recommended embedment. 2. Clean hole or continue drilling additional depth to accommodate drill fines. 3. Assemble washer and nut, leaving top of stud exposed through nut. Drive anchor through material to be fastened until washer is flush to surface of material. 4. Expand anchor by tightening nut 3-5 turns past the hand tight position, or to the specified torque requirement. ** ONLY FOR USE IN CONCRETE** INSTALLATION STEPS APPROVALS/LISTINGSAPPLICATIONS FEATURES Anchoring machinery and conveyors is a common wedge anchor application. The Trubolt is fully threaded to allow a large range of embedment and fixture thickness. ICC Evaluation Service, Inc. ESR-2251 – Category 1 performance rating – 2018 IBC compliant – Meets ACI 318 ductility requirements – Tested in accordance with ACI 355.2 and ICC-ES AC193 – For use in seismic zones A & B – 1/4”, 3/8” & 1/2” diameter anchors listed in ESR-2251 Underwriters Laboratories Factory Mutual Caltrans Meets or exceeds U.S. Government G.S.A. Specification A-A-1923A Type 4 (formerly GSA: FF-S-325 Group II, Type 4, Class 1) Length ID Head Stamp—provides for embedment inspection after installation Fully Threaded Design Cold-Formed—manufacturing process adds strength Stainless steel split expansion ring Anchor Body—available in zinc-plated steel, hot-dipped galvanized steel, 304 stainless steel and 316 stainless steel TRUBOLT® WEDGE ANCHOR LENGTH INDICATION CODE* CODE LENGTH OF ANCHOR CODE LENGTH OF ANCHOR in.mm in.mm A 1-1/2 < 2 (38.1 < 50.8)K 6-1/2 < 7 (165.1 < 177.8) B 2 < 2-1/2 (50.8 < 63.5)L 7 < 7-1/2 (177.8 < 190.5) C 2-1/2 < 3 (63.5 < 76.2)M 7-1/2 < 8 (190.5 < 203.2) D 3 < 3-1/2 (76.2 < 88.9)N 8 < 8-1/2 (203.2 < 215.9) E 3-1/2 < 4 (88.9 < 101.6)O 8-1/2 < 9 (215.9 < 228.6) F 4 < 4-1/2 (101.6 < 114.3)P 9 < 9-1/2 (228.6 < 241.3) G 4-1/2 < 5 (114.3 < 127.0)Q 9-1/2 < 10 (241.3 < 254.0) H 5 < 5-1/2 (127.0 < 139.7)R 10 < 11 (254.0 < 279.4) I 5-1/2 < 6 (139.7 < 152.4)S 11 < 12 (279.4 < 304.8) J 6 < 6-1/2 (152.4 < 165.1)T 12 < 13 (304.8 < 330.2) * Located on top of anchor for easy inspection. 70 Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Typical Applications— Structural Columns, Machinery, Equipment, etc. Environment—Interior (non-corrosive) Level of Corrosion—Low TW-1400 Tie Wire Wedge PART NUMBER THREAD LENGTH ANCHOR DIA. & DRILL BIT SIZE (THREADS) PER INCH OVERALL LENGTH MAX. THICKNESS OF MATERIALS TO BE FASTENED QTY/WT PER BOX QTY/WT PER MASTER CARTON in.(mm)in.(mm)in.(mm)qty.lbs.qty.lbs. WS-1416 3/4 (19.1) 1/4” - 20 1-3/4 (44.5)3/8 (9.5)100 3.1 1000 32 WS-1422 1-1/4 (31.8)2-1/4 (57.2)7/8 (22.2)100 3.6 1000 37 WS-1432 2-1/4 (57.2)3-1/4 (82.6)1-7/8 (47.6)100 4.7 800 39 WS-3822 1-1/8 (28.6) 3/8” - 16 2-1/4 (57.2)3/8 (9.5)50 4.1 500 41 WS-3826 1-5/8 (41.3)2-3/4 (69.9)7/8 (22.2)50 4.7 400 39 WS-3830 1-3/4 (44.5)3 (76.2)1-1/8 (28.6)50 5.0 400 41 WS-3836 2-1/2 (63.5)3-3/4 (95.3)1-7/8 (47.6)50 5.9 300 36 WS-3850 3-3/4 (95.2)5 (127.0)3-1/8 (79.4)50 7.4 250 38 WS-3870 3-7/8 (98.4)7 (177.8)5-1/8 (130.2)50 10.4 250 53 WS-1226 1-1/4 (31.8) 1/2” - 13 2-3/4 (69.9)1/8 (3.2)25 4.6 200 38 WS-1236 2-1/4 (57.2)3-3/4 (95.3)1 (25.4)25 5.7 150 35 WS-1242 2-3/4 (69.9)4-1/4 (108.0)1-1/2 (38.1)25 6.2 150 38 WS-1244 3 (76.2)4-1/2 (114.3)1-3/4 (44.5)25 6.5 150 39 WS-1254 4 (101.6)5-1/2 (139.7)2-3/4 (69.9)25 7.7 150 47 WS-1270 5-1/2 (139.7)7 (177.8)4-1/4 (108.0)25 9.3 150 57 WS-5834 1-3/4 (44.5) 5/8” - 11 3-1/2 (88.9)1/8 (3.2)10 3.6 100 37 WS-5842 2-1/2 (63.5)4-1/4 (108.0)7/8 (22.2)10 4.1 100 42 WS-5850 3-1/4 (82.6)5 (127.0)1-5/8 (41.3)10 4.7 100 48 WS-5860 4-1/4 (107.9)6 (152.4)2-5/8 (66.7)10 5.4 50 28 WS-5870 5-1/4 (133.4)7 (177.8)3-5/8 (92.1)10 6.2 30 19 WS-5884 5-3/4 (146.0)8-1/2 (215.9)5-1/8 (130.2)10 8.0 30 25 WS-58100 5-3/4 (146.0)10 (254.0)6-5/8 (168.3)10 9.4 30 29 WS-3442 2-3/8 (60.3) 3/4” - 10 4-1/4 (108.0)1/4 (31.8)10 6.8 60 42 WS-3446 2-7/8 (73.0)4-3/4 (120.7)3/4 (19.1)10 7.4 60 45 WS-3454 3-5/8 (92.1)5-1/2 (139.7)1-1/2 (38.1)10 8.1 50 41 WS-3462 4-3/8 (111.1)6-1/4 (158.8)2-1/4 (57.2)10 9.1 30 28 WS-3470 5-1/8 (130.2)7 (177.8)3 (76.2)10 9.7 30 30 WS-3484 5-3/4 (146.0)8-1/2 (215.9)4-1/2 (114.3)10 12.3 30 38 WS-34100 5-3/4 (146.0)10 (254.0)6 (152.4)10 14.0 30 43 WS-34120 1-3/4 (44.5)12 (304.8)8 (203.2)10 16.6 30 51 WS-7860 2-1/2 (63.5) 7/8” - 9 6 (152.4)1-3/8 (34.9)5 6.3 25 32 WS-7880 2-1/2 (63.5)8 (203.2)3-3/8 (85.7)5 8.1 15 25 WS-78100 2-1/2 (63.5)10 (254.0)5-3/8 (136.5)5 9.8 15 30 WS-10060 2-1/2 (63.5) 1” - 8 6 (152.4)1/2 (12.7)5 8.3 25 43 WS-10090 2-1/2 (63.5)9 (228.6)3-1/2 (88.9)5 11.6 15 36 WS-100120 2-1/2 (63.5)12 (304.8)6-1/2 (165.1)5 15.0 15 46 TIE WIRE TW-1400 N/A 1/4”2-1/8 (54.0)9/32- hole (7.1)100 3.6 1000 36 SELECTION CHART Trubolt Wedge Carbon Steel w/Zinc Plating Meets ASTM B633 SC1, Type III specifications for electroplating of 5um = .0002” thickness. This material is well suited for non-corrosive environments. SELECTION CHART Trubolt Wedge Carbon Steel w/ Hot Dipped Galvanizing Meets ASTM A153 Class specifications for hot-dipped galvanizing > 45um = .002”. It is highly recommended for damp, humid environments near coastal regions. Hot-dipped galvanized Trubolts have a coating thickness of zinc that is almost 10 times as thick as electroplating. This creates greater corrosion resistance at a minimal cost. PART NUMBER THREAD LENGTH ANCHOR DIA. & DRILL BIT SIZE (THREADS) PER INCH OVERALL LENGTH MAX. THICKNESS OF MATERIALS TO BE FASTENED QTY/WT PER BOX QTY/WT PER MASTER CARTON in.(mm)in.(mm)in.(mm)qty.lbs.qty.lbs. WS-1226G 1-1/4 (31.8) 1/2” - 13 2-3/4 (69.9)1/8 (3.2)25 4.8 200 39 WS-1242G 2-3/4 (69.9)4-1/4 (108.0)1-1/2 (38.1)25 6.7 150 41 WS-1254G 4 (101.6)5-1/2 (139.7)2-3/4 (69.9)25 8.0 150 49 WS-1270G 5-1/2 (139.7)7 (177.8)4-1/4 (108.0)25 9.7 150 59 WS-5834G 1-3/4 (44.5)5/8” - 11 3-1/2 (88.9)1/8 (3.2)10 3.7 100 38 WS-5860G 4-1/4 (107.9)6 (152.4)2-5/8 (66.7)10 5.6 50 29 WS-3446G 2-7/8 (73.0) 3/4” - 10 4-3/4 (120.7)3/4 (19.1)10 7.5 60 46 WS-3454G 3-5/8 (92.1)5-1/2 (139.7)1-1/2 (38.1)10 8.4 50 42 WS-3484G 5-3/4 (146.0)8-1/2 (215.9)4-1/2 (114.3)10 12.5 30 38 Typical Applications— Railings, Signage, Awnings, etc. Environment—Rural/ Suburban (exterior environment—essentially unpolluted areas) Level of Corrosion— Low to Medium 71Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com PART NUMBER THREAD LENGTH ANCHOR DIA. & DRILL BIT SIZE (THREADS) PER INCH OVERALL LENGTH MAX. THICKNESS OF MATERIALS TO BE FASTENED QTY/WT PER BOX QTY/WT PER MASTER CARTON in.(mm)in.(mm)in.(mm)qty.lbs.qty.lbs. WW-1416 3/4 (19.1) 1/4” - 20 1-3/4 (44.5)3/8 (9.5)100 3.2 1000 32 WW-1422 1-1/4 (31.8)2-1/4 (57.2)7/8 (22.2)100 3.7 1000 37 WW-1432 2-1/4 (57.2)3-1/4 (82.6)1-7/8 (47.6)100 4.8 800 39 WW-3822 1-1/8 (28.6) 3/8” - 16 2-1/4 (57.2)3/8 (9.5)50 4.1 500 41 WW-3826 1-5/8 (41.3)2-3/4 (69.9)7/8 (22.2)50 4.8 400 39 WW-3830 1-3/4 (44.5)3 (76.2)1-1/8 (28.6)50 5.1 400 42 WW-3836 2-1/2 (63.5)3-3/4 (95.3)1-7/8 (47.6)50 6.0 300 37 WW-3850 3-3/4 (95.3)5 (127.0)3-1/8 (79.4)50 7.5 250 39 WW-1226 1-1/4 (31.8) 1/2” - 13 2-3/4 (69.9)1/8 (3.2)25 4.7 200 38 WW-1236 2-1/4 (57.2)3-3/4 (95.3)1 (25.4)25 5.8 150 36 WW-1242 2-3/4 (69.9)4-1/4 (108.0)1-1/2 (38.1)25 6.3 150 39 WW-1254 3 (76.2)5-1/2 (139.7)2-3/4 (69.9)25 7.7 150 47 WW-1270 3-1/2 (88.9)7 (177.8)4-1/4 (108.0)25 9.4 150 57 WW-5834 1-3/4 (44.5) 5/8” - 11 3-1/2 (88.9)1/8 (3.2)10 3.6 100 37 WW-5842 2-1/2 (63.5)4-1/4 (108.0)7/8 (22.2)10 4.2 100 43 WW-5850 3-1/4 (82.6)5 (127.0)1-5/8 (41.3)10 4.8 100 49 WW-5860 4-1/4 (107.9)6 (152.4)2-5/8 (66.7)10 5.5 50 28 WW-5870 3-1/2 (88.9)7 (177.8)3-5/8 (92.1)10 6.2 30 20 WW-5884 3-1/2 (88.9)8-1/2 (215.9)5-1/8 (130.2)10 8.0 30 25 WW-3446 2-7/8 (73.0) 3/4” - 10 4-3/4 (120.7)3/4 (19.1)10 6.7 60 41 WW-3454 3-5/8 (92.1)5-1/2 (139.7)1-1/2 (38.1)10 7.5 50 38 WW-3470 3-1/2 (88.9)7 (177.8)3 (76.2)10 9.2 30 28 WW-3484 3-1/2 (88.9)8-1/2 (215.9)4-1/2 (114.3)10 12.3 30 38 WW-34100 1-3/4 (44.5)10 (254.0)6 (152.4)10 13.5 30 42 WW-10060 2-1/2 (63.5)1” - 8 6 (152.4)1/2 (12.7)5 8.3 25 43 WW-10090 2-1/2 (63.5)9 (228.6)3-1/2 (88.9)5 11.4 15 35 * For continuous extreme low temperature applications, use stainless steel. SELECTION CHARTS Trubolt Wedge 304 Stainless Steel Serves many applications well. It withstands rusting in architectural and food processing environments and resists organic chemicals, dye stuffs and many inorganic chemicals. SELECTION CHARTS Trubolt Wedge 316 Stainless Steel Contains more nickel and chromium than Type 304, and 2%-3% molybdenum, which gives it better corrosion resistance. It is especially more effective in chloride environments that tend to cause pitting. PART NUMBER THREAD LENGTH ANCHOR DIA. & DRILL BIT SIZE (THREADS) PER INCH OVERALL LENGTH MAX. THICKNESS OF MATERIALS TO BE FASTENED QTY/WT PER BOX QTY/WT PER MASTER CARTON in.(mm)in.(mm)in.(mm)qty.lbs.qty.lbs. SWW-1422 1-1/4 (31.8)1/4” - 20 2-1/4 (57.2)7/8 (22.2)100/3.7 1000/37 SWW-1432 2-1/4 (57.2)3-1/4 (82.6)1-1/8 (28.6)100/4.8 1000/39 SWW-3822 1-1/8 (28.6) 3/8” - 16 2-1/4 (57.2)3/8 (9.5)50/4.1 500/41 SWW-3826 1-5/8 (41.3)2-3/4 (69.9)7/8 (22.2)50/4.8 400/39 SWW-3830 1-3/4 (44.5)3 (76.2)1-1/8 (28.6)50/5.2 400/42 SWW-3836 2-1/2 (63.5)3-3/4 (95.5)1-7/8 (47.6)50/6.0 300/37 SWW-3850 3-3/4 (95.3)5 (127.0)3-1/8 (79.4)50/7.5 250/39 SWW-1226 1-1/4 (31.8) 1/2” - 13 2-3/4 (69.9)1/8 (3.2)25/4.7 200/39 SWW-1236 2-1/4 (57.2)3-3/4 (95.3)1 (25.4)25/5.8 150/36 SWW-1242 2-3/4 (69.9)4-1/4 (108.0)1-1/2 (38.1)25/6.5 150/40 SWW-1254 3 (76.2)5-1/2 (139.7)2-3/4 (69.9)25/7.8 150/48 SWW-5842 2-1/2 (63.5) 5/8” - 11 4-1/4 (108.0)7/8 (22.2)10/4.2 100/43 SWW-5850 3-1/4 (82.6)5 (127.0)1-5/8 (41.3)10/4.8 100/49 SWW-5870 3-1/2 (88.9)7 (177.8)3-5/8 (92.1)10/6.7 30/21 * For continuous extreme low temperature applications, use stainless steel. Typical Applications— Cladding, Stadium Seating, etc. Environment—Urban (slight to moderate degree of pollution) Level of Corrosion—Medium Typical Applications— Pumps, Diffusers, Gates, Weir Plates, etc. Environment—Industrial (moderate to heavy atmospheric pollution) Level of Corrosion— Medium to High Typical Applications— Tunnels, Dams, Tiles, Lighting Fixtures, etc. Environment— Marine (heavy atmospheric pollution) Level of Corrosion—High 72 Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com PERFORMANCE TABLE Trubolt Wedge Anchors Ultimate Tension and Shear Values (lbs/kN) in Solid Concrete* PERFORMANCE TABLE Trubolt Wedge Anchors Ultimate Tension and Shear Values (lbs/kN) in Lightweight Concrete* ANCHOR DIA. INSTALLATION TORQUE EMBEDMENT DEPTH ANCHOR TYPE f’c + 2,000 PSI (13.8 MPa)f’c + 4,000 PSI (27.6 MPa)f’c + 6,000 PSI (41.4 MPa) TENSION SHEAR TENSION SHEAR TENSION SHEAR in.(mm)ft. lbs.(Nm)in.(mm)lbs.(kN)lbs.(kN)lbs.(kN)lbs.(kN)lbs.(kN)lbs.(kN) 1/4 (6.4)4 (5.4) 1-1/8 (28.6) WS-Carbon or WS-G Hot-Dipped Galvanized or WW-304 S.S. or SWW-316 S.S. 1,180 (5.2)1,400 (6.2)1,780 (7.9)1,400 (6.2)1,900 (8.5)1,400 (6.2) 1-15/16 (49.2)2,100 (9.3)1,680 (7.5)3,300 (14.7)1,680 (7.5)3,300 (14.7)1,680 (7.5) 2-1/8 (54.0)2,260 (10.1)1,680 (7.5)3,300 (14.7)1,680 (7.5)3,300 (14.7) 1,680 (7.5) 3/8 (9.5)25 (33.9) 1-1/2 (38.1)1,620 (7.5)2,320 (10.3)2,240 (10.0)2,620 (11.7)2,840 (12.6)3,160 (14.1) 3 (76.2)3,480 (15.5)4,000 (17.8)5,940 (26.4)4,140 (18.4)6,120 (27.2)4,500 (20.0) 4 (101.6)4,800 (21.4)4,000 (17.8)5,940 (26.4)4,140 (18.4)6,120 (27.2)4,500 (20.0) 1/2 (12.7)55 (74.6) 2-1/4 (57.2)3,455 (20.7)4,760 (21.2)4,920 (22.7)4,760 (21.2)6,025 (31.3)7,040 (31.3) 4-1/8 (104.8)4,660 (20.7)7,240 (32.2)9,640 (42.9)7,240 (32.2)10,820 (48.1)8,160 (36.3) 6 (152.4)5,340 (23.8)7,240 (32.2)9,640 (42.9)7,240 (32.2)10,820 (48.1)8,160 (36.3) 5/8 (15.9)90 (122.0) 2-3/4 (69.9)5,185 (29.3)7,120 (31.7)7,180 (31.9)7,120 (31.7)9,225 (43.2)9,616 (42.8 5-1/8 (130.2)6,580 (29.3)9,600 (42.7)14,920 (66.4)11,900 (52.9)16,380 (72.9)12,520 (55.7) 7-1/2 (190.5)7,060 (31.4)9,600 (42.7)15,020 (66.8)11,900 (52.9)16,380 (72.9)12,520 (55.7) 3/4 (19.1)110 (149.2) 3-1/4 (82.6)6,765 (31.7)10,120 (45.0)10,840 (48.2)13,720 (61.0)13,300 (59.2)15,980 (71.1) 6-5/8 (168.3)10,980 (48.8)20,320 (90.4)17,700 (78.7)23,740 (105.6)20,260 (90.1)23,740 (105.6) 10 (254.0)10,980 (48.8)20,320 (90.4)17,880 (79.5)23,740 (105.6)23,580 (104.9)23,740 (105.6) 7/8 (22.2)250 (339.0) 3-3/4 (95.3)9,290 (42.3)13,160 (58.5)14,740 (65.6)16,580 (73.8)17,420 (77.5)19,160 (85.2) 6-1/4 (158.8)14,660 (65.2)20,880 (92.9)20,940 (93.1)28,800 (128.1)24,360 (108.4)28,800 (128.1) 8 (203.2)14,660 (65.2)20,880 (92.9)20,940 (93.1)28,800 (128.1)24,360 (108.4)28,800 (128.1) 1 (25.4)300 (406.7) 4-1/2 (114.3)11,770 (62.0)16,080 (71.5)19,245 (89.8)22,820 (101.5)21,180 (94.2)24,480 (108.9) 7-3/8 (187.3)14,600 (64.9)28,680 (127.6)23,980 (106.7)37,940 (168.8)33,260 (148.0)38,080 (169.4) 9-1/2 (241.3)18,700 (83.2)28,680 (127.6)26,540 (118.1)37,940 (168.8)33,260 (148.0)38,080 (169.4) * To calculate the Allowable Load of the anchor, divide the Ultimate Load by 4. * For Tie-Wire Wedge Anchor, TW-1400, use tension data from 1/4” diameter with 1-1/8” embedment. * For continuous extreme low temperature applications, use stainless steel. ANCHOR DIA.INSTLLATION TORQUE EMBEDMENT DEPTH ANCHOR TYPE LIGHTWEIGHT CONCRETEf’c + 3,000 PSI (20.7 MPa) LOWER FLUTE OF STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL f’c + 3,000 PSI (20.7 MPa) TENSION SHEAR TENSION SHEAR in.(mm)ft. lbs.(Nm)in.(mm)lbs.(kN)lbs.(kN)lbs.(kN)lbs.(kN) 3/8 (9.5)25 (33.9)1-1/2 (38.1) WS-Carbon or WS-G Hot-Dipped Galvanized or WW-304 S.S. or SWW-316 S.S. 1,175 (5.2)1,480 (6.6)1,900 (8.5)3,160 (14.1) 3 (76.2)2,825 (12.6)2,440 (10.9)2,840 (12.6)4,000 (17.8) 1/2 (12.7)55 (74.6) 2-1/4 (57.2)2,925 (13.0)2,855 (12.7)3,400 (15.1)5,380 (23.9) 3 (76.2)3,470 (15.4)3,450 (15.3)4,480 (19.9)6,620 (29.4) 4 (101.6)4,290 (19.1)3,450 (15.3)4,800 (21.4)6,440 (28.6) 5/8 (15.9)90 (122.0)3 (76.2)4,375 (19.5)4,360 (19.4)4,720 (21.0)5,500 (24.5) 5 (127.0)6,350 (28.2)6,335 (28.2)6,580 (29.3)9,140 (40.7) 3/4 (19.1)110 (149.2)3-1/4 (82.6)5,390 (24.0)7,150 (31.8)5,840 (26.0)8,880 (39.5) 5-1/4 (133.4)7,295 (32.5)10,750 (47.8)7,040 (31.3)N/A N/A * To calculate the Allowable Load of the anchor, divide the Ultimate Load by 4. 73Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Combined Tension and Shear Loading—for Trubolt Anchors Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (Ps/Pt)5/3 + (Vs/Vt)5/3 ≤ 1 Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load PERFORMANCE TABLE Trubolt Wedge Anchors Recommended Edge and Spacing Distance Requirements for Shear Loads* PERFORMANCE TABLE Trubolt Wedge Anchors Recommended Edge and Spacing Distance Requirements for Tension Loads* ANCHOR DIA. EMBEDMENT DEPTH ANCHOR TYPE EDGE DISTANCE REQUIRED TO OBTAIN MAX. WORKING LOAD MIN. EDGE DISTANCE AT WHICH THE LOAD FACTOR APPLIED = .60 MIN. EDGE DISTANCE AT WHICH THE LOAD FACTOR APPLIED = .20 SPACING REQUIRED TO OBTAIN MAX. WORKING LOAD MIN. ALLOWABLE SPACING BETWEEN ANCHORS in. (mm) LOAD FACTOR APPLIED = .40in.(mm)in.(mm)in.(mm)in.(mm)in.(mm)in.(mm) 1/4 (6.4)1-1/8 (28.6) WS-Carbon or WS-G Hot-Dipped Galvanized or WW-304 S.S. or SWW-316 S.S. 2 (50.8)1-5/16 (33.3)N/A N/A 3-15/16 (100.0)2 (50.8) 1-15/16 (49.2)1-15/16 (49.2)1 (25.4)N/A N/A 3-7/8 (98.4)1-15/16 (49.2) 3/8 (9.5)1-1/2 (38.1)2-5/8 (66.7)1-3/4 (44.5)N/A N/A 5-1/4 (133.4)2-5/8 (66.7) 3 (76.2)3-3/4 (95.3)3 (76.2)1-1/2 (38.1)6 (152.4)3 (76.2) 1/2 (12.7)2-1/4 (57.2)3-15/16 (100.0)2-9/16 (65.1)N/A N/A 7-7/8 (200.0)3-15/16 (100.0) 4-1/8 (104.8)5-3/16 (131.8)3-1/8 (79.4)1-9/16 (39.7)6-3/16 (157.2)3-1/8 (79.4) 5/8 (15.9)2-3/4 (69.9)4-13/16 (122.2)3-1/8 (79.4)N/A N/A 9-5/8 (244.5)4-13/16 (122.2) 5-1/8 (130.2)6-7/16 (163.5)3-7/8 (98.4)1-15/16 (49.2)7-11/16 (195.3)3-7/8 (98.4) 3/4 (19.1)3-1/4 (82.6)5-11/16 (144.5)3-3/4 (95.3)N/A N/A 11-3/8 (288.9)5-11/16 (144.5) 6-5/8 (168.3)6-5/16 (160.3)5 (127.0)2-1/2 (63.5)9-15/16 (252.4)5 (127.0) 7/8 (22.2)3-3/4 (95.3)6-9/16 (166.7)4-5/16 (109.5)N/A N/A 13-1/8 (333.4)6-9/16 (166.7) 6-1/4 (158.8)8-1/2 (215.9)6-1/4 (158.8)3-1/8 (79.4)12-1/2 (317.5)6-1/4 (158.8) 1 (25.4)4-1/4 (108.0)7-7/8 (200.0)5-1/8 (130.2)N/A N/A 15-3/4 (400.1)7-7/8 (200.0) 7-3/8 (187.3)10-1/16 (255.6)7-3/8 (187.3)3-11/16 (93.7)14-3/4 (374.7)7-3/8 (187.3) * Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances. ANCHOR DIA.EMBEDMENT DEPTH ANCHOR TYPE EDGE DISTANCE REQUIRED TO OBTAIN MAX. WORKING LOAD MIN. ALLOWABLE EDGE DISTANCE AT WHICH THE LOAD FACTOR APPLIED = .65 SPACING REQUIRED TO OBTAIN MAX. WORKING LOAD MIN. ALLOWABLE SPACING AT WHICH THE LOAD FACTOR APPLIED = .70 in.(mm)in.(mm)in.(mm)in.(mm)in.(mm)in.(mm) 1/4 (6.4) 1-1/8 (28.6) WS-Carbon or WS-G Hot-Dipped Galvanized or WW-304 S.S. or SWW-316 S.S. 2 (50.8)1 (25.4)3-15/16 (100.0)2 (50.8) 1-15/16 (49.2)1-15/16 (49.2)1 (25.4)3-7/8 (98.4)1-15/16 (49.2) 2-1/8 (54.0)1-5/8 (41.3)13/16 (20.6)3-3/16 (81.0)1-5/8 (41.3) 3/8 (9.5) 1-1/2 (38.1)2-5/8 (66.7)1-5/16 (33.3)5-1/4 (133.4)2-5/8 (66.7) 3 (76.2)3 (76.2)1-1/2 (38.1)6 (152.4)3 (76.2) 4 (101.6)3 (76.2)1-1/2 (38.1)6 (152.4)3 (76.2) 1/2 (12.7) 2-1/4 (57.2)3-15/16 (100.0)2 (50.8)7-7/8 (200.0)3-15/16 (100.0) 4-1/8 (104.8)3-1/8 (79.4)1-9/16 (39.7)6-3/16 (157.2)3-1/8 (79.4) 6 (152.4)4-1/2 (114.3)2-1/4 (57.2)9 (228.6)4-1/2 (114.3) 5/8 (15.9) 2-3/4 (69.9)4-13/16 (122.2)2-7/16 (61.9)9-5/8 (244.5)4-13/16 (122.2) 5-1/8 (130.2)3-7/8 (98.4)1-15/16 (49.2)7-1/16 (195.3)3-7/8 (98.4) 7-1/2 (190.5)5-5/8 (142.9)2-13/16 (71.4)11-1/4 (285.8)5-5/8 (142.9) 3/4 (19.1) 3-1/4 (82.6)5-11/16 (144.5)2-7/8 (73.0)11-3/8 (288.9)5-11/16 (144.5) 6-5/8 (168.3)5 (127.0)2-1/2 (63.5)9-15/16 (252.4)5 (127.0) 10 (254.0)7-1/2 (190.5)3-3/4 (95.3)15 (381.0)7-1/2 (190.5) 7/8 (22.2) 3-3/4 (95.3)6-9/16 (166.7)3-5/16 (84.1)13-1/8 (333.4)6-9/16 (166.7) 6-1/4 (158.8)6-1/4 (158.8)3-1/8 (79.4)12-1/2 (317.5)6-1/4 (158.8) 8 (203.2)6 (152.4)3 (76.2)12 (304.8)6 (152.4) 1 (25.4) 4-1/2 (114.3)7-7/8 (200.0)3-15/16 (100.0)15-3/4 (400.1)7-7/8 (200.0) 7-3/8 (187.3)7-3/8 (187.3)3-11/16 (93.7)14-3/4 (374.7)7-3/8 (187.3) 9-1/2 (241.3)7-1/8 (181.0)3-9/16 (90.5)14-1/4 (362.0)7-1/8 (181.0) * Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances.