The URL can be used to link to this page

Staff Review Draft Agenda Package 2-Mar-26Monday, March 2, 2026 6:00 PM Union County, NC Union County Government Center 500 North Main Street Monroe, North Carolina Meeting Agenda Board Room, First Floor Board of Commissioners Chair Brian Helms Vice Chair Christina Helms Commissioner Clancy Baucom Commissioner Melissa Merrell Commissioner Gary Sides 1 Board of Commissioners Meeting Agenda March 2, 2026 Closed Session - 5:15 PM Opening of Meeting - 6:00 PM Invocation - Commissioner Clancy Baucom Pledge of Allegiance Informal Comments Public Hearing(s) Public Hearing - Text Amendment to UDO Sections 80.070-A and 105.200 related to minor subdivisions (TXT-2026-001) 26-079 INFORMATION CONTACT: Lee Jenson, Planning, Director, 704-283-3564 ACTION REQUESTED: Conduct public hearing for proposed text amendment . PRIOR BOARD ACTIONS: January 12, 2026, Regular Meeting, Agenda Item # 26-031 - Minor Subdivision Discussion. BACKGROUND: The Board, at their January 12, 2026, meeting, following a discussion about minor subdivisions, directed staff to modify the UDO ’s subdivision requirements for what qualifies as a minor subdivision from a maximum of 8 lots to a maximum of 3 lots. The Land Use Board reviewed this proposed amendment at their January 27, 2026, meeting and……. FINANCIAL IMPACT: None. Consent Agenda Resolution - Duke Energy Carolinas, LLC Easement Conveyance26-115 INFORMATION CONTACT: John Shutak, Union County Water, Engineering Director, 704-283-3651 ACTION REQUESTED: Adopt the Resolution for Granting of a Permanent Easement to Duke Energy Carolinas, LLC. PRIOR BOARD ACTIONS: None. BACKGROUND: Duke Energy Carolinas, LLC (“Duke Energy”) has approached Union County and Lancaster County Water and Sewer District (“LCWSD”) for Page 1 of 10 2 Board of Commissioners Meeting Agenda March 2, 2026 the purpose of acquiring a permanent easement for the placement of certain electrical utility infrastructure at the Catawba River Water Treatment Plant property. The easement would be granted on the Union County and LCWSD-owned parcel 0028-00-003.00 (as shown on the Lancaster County, South Carolina tax maps). The easement is needed in order for Duke Energy to construct and operate electrical system improvements being undertaken by Duke Energy . The easement interest will be conveyed via the attached instrument . The attached easement document has been reviewed by Union County and LCWSD legal staff and Duke Energy representatives . FINANCIAL IMPACT: None. Contract - Crooked Creek WRF Office and Storage Building Design-Build Phase 2 26-128 INFORMATION CONTACT: John Shutak, Union County Water, Engineering Director, 704-283-3651 ACTION REQUESTED: 1) Authorize the County Manager to i) negotiate and execute an agreement substantially consistent with this agenda item, ii) exercise any renewal or extension term options set forth in the Agreement, and iii) terminate the Agreement if deemed in the best interest of the County, each at the County Manager ’s discretion and 2) adopt Resolution Providing Notice of Construction of the Crooked Creek WRF Office and Storage Building project . PRIOR BOARD ACTIONS: 1) May 20, 2024, Regular Meeting, Agenda Item #24-326 - Authorized design-build as the alternative delivery method for the project . 2) February 18, 2025, Regular Meeting, Agenda Item #25-073 - Approved Phase 1 Design-Build contract with Miles-McClellan Construction Company for design services in the amount of $195,258.00. BACKGROUND: The Capital Improvement Program includes an allocation for the design and construction of office, storage, and maintenance facilities at Union County Water Reclamation Facilities (WRFs). These improvements are integral to the long-term maintenance and operation of the WRFs. The Crooked Creek WRF no longer accommodates the space and storage needs of the operations at the facility. The proposed project includes the construction of a 1,500 square-foot building with office space and spare equipment storage space . The Phase 1 Design-Build services have been completed with the conclusion of the design of the project. The Phase 2 Design-Build services consist of the construction of the project. This Amendment No. 1 will cover the construction of the project and increases the total contract Page 2 of 10 3 Board of Commissioners Meeting Agenda March 2, 2026 amount to $1,150,453.00. FINANCIAL IMPACT: Funding is available within the adopted capital account 60186021 - Crooked Creek WRF Administration Building Addition & Renovation to support the amended total contract amount of $1,150,453.00. Grant Application - Golden LEAF Foundation Open Grants - Food Hub Distribution 26-110 INFORMATION CONTACT: Andrew Baucom, Cooperative Extension, Director, 704-283-3738 ACTION REQUESTED: Authorize the County Manager to submit the associated grant application and make necessary assurances and certifications associated with the grant application as substantially consistent with this agenda item, which includes the authorization to execute documents related to award of the grant and budget funds as appropriate . PRIOR BOARD ACTIONS: None. BACKGROUND: The Golden LEAF Foundation provides Open Grant funding to advance priority areas, including the expansion of agricultural markets . We seek to apply for funding to grow the Food Hub program through the purchase of a refrigerated van to increase agricultural distribution and commercial refrigeration to expand Food Hub services to the Southwest Regional Library. FINANCIAL IMPACT: There is no County match required for this grant so no cost to the County . The grant amount requested is anticipated to be $150,000, pending final estimates. Placeholder - Walden Pond Dredge Project26-126 INFORMATION CONTACT: Alan Aldridge, Soil & Water Conservation, District Director, 704-324-9225 ACTION REQUESTED: Click or tap here to enter text . PRIOR BOARD ACTIONS: Click or tap here to enter text . BACKGROUND: Click or tap here to enter text . FINANCIAL IMPACT: Click or tap here to enter text . Budget Amendment - Budget & Grants Management - Use of ARPA Investment Funds 26-117 INFORMATION CONTACT: Page 3 of 10 4 Board of Commissioners Meeting Agenda March 2, 2026 Jason May, Budget & Grants Management Director, 704-283-3660 ACTION REQUESTED: Approve Special Revenue Ordinance 94G. PRIOR BOARD ACTIONS: None. BACKGROUND: The FY 2026 Adopted County Budget includes an interfund transfer of $500,000 of ARPA Investment funds out of the special revenue fund into the County’s general fund to support annual operations . Special Revenue Ordinance 94G completes this transfer into the general fund for use . FINANCIAL IMPACT: Transfer $500,000 in available ARPA Investment Funds to the Union County general fund in accordance with the FY 2026 Adopted County Budget. January 2026 NCVTS Motor Vehicle Tax Report26-122 INFORMATION CONTACT: Vann Harrell, Tax Administration, Tax Administrator, 704-283-3748; Kristen Foxworth, Tax Administration, Deputy Tax Administrator, 704-283-3591 ACTION REQUESTED: Approve the January 2026 NCVTS Motor Vehicle Tax Refund Report . PRIOR BOARD ACTIONS: None. BACKGROUND: The refunds included in this report represent adjustments made to tax bills that resulted in refunds of motor vehicle taxes paid under the Tax and Tag Together program operated jointly between the counties and the State. FINANCIAL IMPACT: $1,813.98 Tax Bill Correction Report for January 202626-125 INFORMATION CONTACT: Michael Thompson, Tax Administration, Deputy Tax Administrator, 704-283-3624 ACTION REQUESTED: Approve Tax Bill Correction Reports for January 2026. PRIOR BOARD ACTIONS: None. BACKGROUND: In accordance with North Carolina General Statutes 102-312 and 105-325, the Board of County Commissioners is authorized to make and approve certain changes to property tax records . Approval of such changes may result in either a release, refund, or discovery of ad valorem taxes. The attached report provides detailed information on all tax bills that were modified. Included in the report for each correction is the parcel Page 4 of 10 5 Board of Commissioners Meeting Agenda March 2, 2026 number or property key, owner name, reason for the change, original value, original tax, corrected value, corrected tax, and refund, if applicable. FINANCIAL IMPACT: January Refund amount = $5,969.98 Change Order - Union County Jail Generator Replacement Project26-124 INFORMATION CONTACT: Linda Whitaker, Facilities and Fleet Management, Assistant Director of Design and Construction, 704-420-2626 ACTION REQUESTED: 1) Authorize the County Manager to i) negotiate and execute an agreement substantially consistent with this agenda item, ii) exercise any renewal or extension term options set forth in the agreement, and iii) terminate the agreement if deemed in the best interest of the County, each in the County Manager’s discretion, and 2) adopt Capital Project Ordinances #259D and #288I. PRIOR BOARD ACTIONS: 1) February 6, 2023, Regular Meeting, Agenda Item # 23-043 - Accepted low bid and authorized award of construction contract for the Union County Jail Generator Replacement project . 2) December 2, 2024, Regular Meeting, Agenda Item # 24-822 - Approved change order 01 and adopted CPO #259B and CPO #367A for the UC Jail generator replacement project . BACKGROUND: The Union County Jail is currently served by a 160 kVA generator that is at the end of its service life . The project will replace the generator with a 600kVA generator currently owned by the County but not in service . The increased capacity of the replacement generator will allow more effective generator coverage for the Jail . During construction, the contractor encountered an unforeseen underground utility conflict and was unable to reuse the existing conduit(s) feeding the transformer as originally planned . This change order is for labor and materials to provide an alternate utility pathway and the rental of a 250K temporary generator needed to support emergency devices during outages necessary when connecting to the replacement generator. The contractor has submitted Change Order #2 in the amount of $60,577.00 to cover these unexpected costs . The original contract price was $348,711.00 and with this change order will increase to $409,288.00. This request also includes the adoption of CPO #259D and #288I to provide sufficient funds in the Jail Generator Replacement capital account, 40080113, to cover these additional costs . We are requesting the transfer of funds totaling $100,000.00 from the Jail Paint Block Walls and Floors, capital project 40080112, into the Jail Generator Page 5 of 10 6 Board of Commissioners Meeting Agenda March 2, 2026 Replacement capital account, 40080113. FINANCIAL IMPACT: The cost of this change order is $60,577.00. Upon approval of CPO#259D and #288I there will be sufficient funds in the Jail Generator Replacement capital account, 40080113, to cover this expense. Information Only Wastewater Treatment Capacity - Monthly Update26-112 INFORMATION CONTACT: John Shutak, Union County Water, Engineering Director, 704-283-3651 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: Union County Water is closely monitoring the wastewater treatment capacities at our Water Reclamation Facilities . Permitting Capacity is evaluated using the Actual Plant Flows plus the Permitted /Obligated Flows (unconnected). Union County Water was asked to provide regular updates. Plant flow information through December 2025 is summarized in the attached table. Twelve Mile Creek ·Percent of Actual Flows = 69.9% ·Percent of Actual + Permitted Flows = 88.8% ·Actual Flows (MGD)= 5.246 ·Actual + Permitted Obligated Flows (MGD)= 6.658 Crooked Creek ·Percent of Actual Flows = 62.3% ·Percent of Actual + Permitted Flows = 89.0% ·Actual Flows (MGD)= 1.184 ·Actual + Permitted Obligated Flows (MGD)= 1.691 Olde Sycamore ·Percent of Actual Flows = 26.0% ·Percent of Actual + Permitted Flows = 26.0% ·Actual Flows (MGD)= 0.039 ·Actual + Permitted Obligated Flows (MGD)= 0.039 Tallwood ·Percent of Actual Flows = 44.0% ·Percent of Actual + Permitted Flows = 44.0% ·Actual Flows (MGD)= 0.022 ·Actual + Permitted Obligated Flows (MGD)= 0.022 Page 6 of 10 7 Board of Commissioners Meeting Agenda March 2, 2026 Grassy Branch ·Percent of Actual Flows = 82.0% ·Percent of Actual + Permitted Flows = 84.0% ·Actual Flows (MGD)= 0.041 ·Actual + Permitted Obligated Flows (MGD)= 0.042 In addition to the wastewater treatment capacities, flow volumes associated with development projects that are in the planning and review process within the Twelve Mile Creek and Crooked Creek WRF service areas are provided for information as well . Development flow volumes through December 2025 are summarized in the attached tables . FINANCIAL IMPACT: None. Communications Monthly Report - January 202626-118 INFORMATION CONTACT: Liz Cooper, Public Communications, Director, 704-283-3587 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: This report provides valuable metrics and insights into communication platforms and our efforts to collaborate with all County departments to inform and engage residents, promote programs and services, and strengthen internal and external communications . FINANCIAL IMPACT: None. Tax Refunds, Releases and Prorations Approved by Finance Officer26-119 INFORMATION CONTACT: Beverly Liles, Finance, Director, 704-283-3675 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: On September 8, 2020, the Board of Commissioners adopted a Resolution Delegating Authority for Tax Releases and Refunds of less than $100 to Union County's Finance Officer . The resolution and NC GS 105-381(b) require such refunds to be reported to the Board regarding actions taken on requests for releases or refunds . All such actions shall be recorded in the Board's minutes . NC GS 105-330.6 authorizes the tax collector to direct an order for a tax refund of prorated taxes to the county finance officer related to surrendering of registered motor vehicle plates . Page 7 of 10 8 Board of Commissioners Meeting Agenda March 2, 2026 The finance officer shall issue a refund to the vehicle owner . The attached report is for January 2026 NCVTS releases and refunds less than $100 and prorations approved by the finance officer . FINANCIAL IMPACT: None. FY2026 Budget Transfers Reporting - 2nd Quarter26-120 INFORMATION CONTACT: Blake Hart, Budget & Grants Management, Assistant Director, 704-283-3674 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: Per section XV, XVI, XVII, XVIII, XIX, and XX of the FY 2026 Adopted Operating and Capital Budget Ordinance, management reports the following County Manager Budget Amendments (CMBA) made by the County Manager for the second quarter of fiscal year 2026. CMBA 8: To appropriate remaining balance of the McKinsey Opioid settlement funds from FY 2025 to FY 2026 To appropriate revenue and fund balance/retained earnings for outstanding contracts, purchase orders a available project/program balances for expenditures, projects and programs of fiscal year 2026. To be approved as provided in section XI of the FY 2026 Operating and Capital Budget Ordinance . CMBA 9: To appropriate the FY 2026 Longevity bonuses for all eligible employees in the General Fund, Water and Sewer, Solid Waste . Approval authority stated in Section XI of the FY 2026 Adopted Operating and Capital Budget Ordinance . CMBA 10: To transfer funds from Sheriff ’s Office lapse salaries & Operating, as well as Sheriff ’s Time in class and Cola budget to implement the Sheriff ’s Office Salary increase. Approval authority stated in Section XI of the FY 2026 Adopted Operating and Capital Budget Ordinance. FINANCIAL IMPACT: None. Tax Collector’s Departmental Report for January 202626-121 INFORMATION CONTACT: Kristen Foxworth, Tax Administration, Deputy Tax Administrator, 704-283-3591 ACTION REQUESTED: None - Information Only. Page 8 of 10 9 Board of Commissioners Meeting Agenda March 2, 2026 PRIOR BOARD ACTIONS: None. BACKGROUND: This report reflects the totals of all tax transactions within the Tax Collector’s office for the month of January 2026 as required by NCGS 105-350(7). FINANCIAL IMPACT: None. Human Resources Reports for January 202626-123 INFORMATION CONTACT: Julie Broome, Human Resources, Director, 704-283-3869 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: These reports include all new hires, separations from service, and retirements for Union County Local Government for the month of January 2026. FINANCIAL IMPACT: None. Facilities Major Capital Projects Update - Quarterly Report26-127 INFORMATION CONTACT: Linda Whitaker, Facilities and Fleet Management, Assistant Director Design and Construction, 704-420-2626 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: This is the quarterly major capital projects update for projects managed by the Facilities and Fleet Management Department . FINANCIAL IMPACT: None. Business Union County Grants Management Update26-103 INFORMATION CONTACT: Jason May, Budget & Grants Management, Director, 704-286-3760 ACTION REQUESTED: None. PRIOR BOARD ACTIONS: None. Page 9 of 10 10 Board of Commissioners Meeting Agenda March 2, 2026 BACKGROUND: Staff will provide an overview of existing grant activity, grants management practices, and discussion of next steps in establishing the Union County Budget and Grants Management Department . FINANCIAL IMPACT: None. County Manager's Comments Commissioners' Comments Adjournment Page 10 of 10 11 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-079 Agenda Date:3/2/2026 TITLE:..title Public Hearing - Text Amendment to UDO Sections 80.070-A and 105.200 related to minor subdivisions (TXT-2026-001) INFORMATION CONTACT: Lee Jenson, Planning, Director, 704-283-3564 ACTION REQUESTED: Conduct public hearing for proposed text amendment. PRIOR BOARD ACTIONS: January 12, 2026, Regular Meeting, Agenda Item # 26-031 - Minor Subdivision Discussion. BACKGROUND: The Board, at their January 12, 2026, meeting, following a discussion about minor subdivisions, directed staff to modify the UDO’s subdivision requirements for what qualifies as a minor subdivision from a maximum of 8 lots to a maximum of 3 lots. The Land Use Board reviewed this proposed amendment at their January 27, 2026, meeting and……. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™12 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-115 Agenda Date:3/2/2026 TITLE:..title Resolution - Duke Energy Carolinas, LLC Easement Conveyance INFORMATION CONTACT: John Shutak, Union County Water, Engineering Director, 704-283-3651 ACTION REQUESTED: Adopt the Resolution for Granting of a Permanent Easement to Duke Energy Carolinas, LLC. PRIOR BOARD ACTIONS: None. BACKGROUND: Duke Energy Carolinas, LLC (“Duke Energy”) has approached Union County and Lancaster County Water and Sewer District (“LCWSD”) for the purpose of acquiring a permanent easement for the placement of certain electrical utility infrastructure at the Catawba River Water Treatment Plant property. The easement would be granted on the Union County and LCWSD-owned parcel 0028-00- 003.00 (as shown on the Lancaster County, South Carolina tax maps). The easement is needed in order for Duke Energy to construct and operate electrical system improvements being undertaken by Duke Energy. The easement interest will be conveyed via the attached instrument. The attached easement document has been reviewed by Union County and LCWSD legal staff and Duke Energy representatives. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™13 RESOLUTION FOR GRANT OF A PERMANENT EASEMENT TO DUKE ENERGY CAROLINAS, LLC WHEREAS, Union County and Lancaster County Water and Sewer District (the “Owners”) own a parcel of real property near the intersections of Riverside Drive and Rock Hill Highway in Lancaster County, South Carolina, as such property is referenced in Deed Book C-8, Page 152, Deed Book 0174, Page 0056, and Deed Book 1484, Page 186 in the Lancaster County, South Carolina Register of Deeds’ office (the “Property”); and WHEREAS, the Owners have been approached by Duke Energy Carolinas, LLC, related to the construction of certain electrical improvements; and WHEREAS, as part of such improvements, it has been requested that the Owners dedicate a permanent easement on the Property (the “Easement”), as such Easement is more particularly shown and described on the attached Exhibit A; and WHEREAS, the Owners are willing to convey the Easement to Duke Energy Carolinas, LLC, for One Dollar ($1); and WHEREAS, North Carolina General Statutes §§ 153A-176 and 160A-273, as well as all other applicable law, permit Union County, as one of the owners of the Property, to grant the Easement related to its interest in the Property to Duke Energy Carolinas, LLC, through action of the Union County Board of Commissioners; and WHEREAS, Lancaster County Water and Sewer District, as the other owner of the Property, has taken, or will take, action related to its interest in the Property to grant the Easement to Duke Energy Carolinas, LLC. NOW, THEREFORE, the Union County Board of Commissioners resolves as follows: 1. The Board of Commissioners hereby authorizes the County Manager to grant the Easement related to Union County’s interest in the Property at a price of One Dollar ($1) to Duke Energy Carolinas, LLC. 2. The Easement will be granted in a form substantially similar to the documents set forth in Exhibit A, which are attached and incorporated herein. 3. The County Manager, or his designee, is authorized to execute any and all documents necessary to grant the Easement. Adopted this the 2nd day of March, 2026. ATTEST: _______________________________ ______________________________________ Lynn G. West, Clerk to the Board Brian Helms, Chair 14 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-128 Agenda Date:3/2/2026 TITLE:..title Contract - Crooked Creek WRF Office and Storage Building Design-Build Phase 2 INFORMATION CONTACT: John Shutak, Union County Water, Engineering Director, 704-283-3651 ACTION REQUESTED: 1) Authorize the County Manager to i) negotiate and execute an agreement substantially consistent with this agenda item, ii) exercise any renewal or extension term options set forth in the Agreement, and iii) terminate the Agreement if deemed in the best interest of the County, each at the County Manager’s discretion and 2) adopt Resolution Providing Notice of Construction of the Crooked Creek WRF Office and Storage Building project. PRIOR BOARD ACTIONS: 1) May 20, 2024, Regular Meeting, Agenda Item #24-326 - Authorized design-build as the alternative delivery method for the project. 2) February 18, 2025, Regular Meeting, Agenda Item #25-073 - Approved Phase 1 Design-Build contract with Miles-McClellan Construction Company for design services in the amount of $195,258.00. BACKGROUND: The Capital Improvement Program includes an allocation for the design and construction of office, storage,and maintenance facilities at Union County Water Reclamation Facilities (WRFs).These improvements are integral to the long-term maintenance and operation of the WRFs.The Crooked Creek WRF no longer accommodates the space and storage needs of the operations at the facility. The proposed project includes the construction of a 1,500 square-foot building with office space and spare equipment storage space. The Phase 1 Design-Build services have been completed with the conclusion of the design of the project.The Phase 2 Design-Build services consist of the construction of the project.This Amendment No.1 will cover the construction of the project and increases the total contract amount to $1,150,453.00. FINANCIAL IMPACT: Funding is available within the adopted capital account 60186021 -Crooked Creek WRF Administration Building Addition &Renovation to support the amended total contract amount of $1,150,453.00. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™15 DESIGN-BUILD CONTRACT AMENDMENT Document No. 500-D11 First Edition, 2015 © Design-Build Institute of America Washington, D.C. 16 Design-Build Institute of America – Contract Documents LICENSE AGREEMENT By using the DBIA Contract Documents, you agree to and are bound by the terms of this License Agreement. 1. License. The Design-Build Institute of America (“DBIA”) provides DBIA Contract Documents and licenses their use worldwide. You acknowledge that DBIA Contract Documents are protected by the copyright laws of the United States. You have a limited nonexclusive license to: (a) Use DBIA Contract Documents on any number of machines owned, leased, or rented by your company or organization; (b) Use DBIA Contract Documents in printed form for bona fide contract purposes; and (c) Copy DBIA Contract Documents into any machine-readable or printed form for backup or modification purposes in support of your permitted use. 2.User Responsibility. You assume sole responsibility for the selection of specific documents or portions thereof to achieve your intended results and for the installation, use, and results obtained from the DBIA Contract Documents. You acknowledge that you understand that the text of the DBIA Contract Documents has important legal consequences and that consultation with an attorney is recommended with respect to use or modification of the text. You will not represent that any of the contract documents you generate from DBIA Contract Documents are DBIA documents unless (a) the document text is used without alteration or (b) all additions and changes to, and deletions from, the text are clearly shown. 3.Copies. You may not use, copy, modify, or transfer DBIA Contract Documents, or any copy, modification, or merged portion, in whole or in part, except as expressly provided for in this license. Reproduction of DBIA Contract Documents in printed or machine-readable format for resale or educational purposes is expressly prohibited. You will reproduce and include DBIA’s copyright notice on any printed or machine-readable copy, modification, or portion merged into another document or program. 4.Transfers. You may not transfer possession of any copy, modification, or merged portion of DBIA Contract Documents to another party, except that a party with whom you are contracting may receive and use such transferred material solely for purposes of its contract with you. You may not sublicense, assign, or transfer this license except as expressly provided in this Agreement, and any attempt to do so is void. 5.Term. The license is effective for one year from the date of purchase. DBIA may elect to terminate it earlier, by written notice to you, if you fail to comply with any term or condition of this Agreement. 6.Limited Warranty. DBIA warrants the electronic files or other media by which DBIA Contract Documents are furnished to be free from defects in materials and workmanship under normal use during the Term. There is no other warranty of any kind, expressed or implied, including, but not limited to the implied warranties of merchantability and fitness for a particular purpose. Some states do not allow the exclusion of implied warranties, so the above exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights which vary from state to state. DBIA does not warrant that the DBIA Contract Documents will meet your requirements or that the operation of DBIA Contract Documents will be uninterrupted or error free. 7.Limitations of Remedies. DBIA’s entire liability and your exclusive remedy shall be: the replacement of any document not meeting DBIA’s "Limited Warranty" which is returned to DBIA with a copy of your receipt, or at DBIA’s election, your money will be refunded. In no event will DBIA be liable to you for any damages, including any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use DBIA Contract Documents even if DBIA has been advised of the possibility of such damages, or for any claim by any other party. Some states do not allow the limitation or exclusion of liability for incidental or consequential damages, so the above limitation or exclusion may not apply to you. 8. Acknowledgement. You acknowledge that you have read this agreement, understand it, and agree to be bound by its terms and conditions, and that it will be governed by the laws of the District of Columbia. You further agree that it is the complete and exclusive statement of your agreement with DBIA which supersedes any proposal or prior agreement, oral or written, and any other communications between the parties relating to the subject matter of this agreement. 17 Design-Build Contract Amendment For Use with DBIA Document No. 525, Standard Form of Agreement Between Owner and Design-Builder – Lump Sum (2010 Edition) and DBIA Document No. 530, Standard Form of Agreement Between Owner and Design-Builder – Cost Plus Fee with an Option for A Guaranteed Maximum Price (2010 Edition) Amendment Number: 001 Amendment Effective Date: (if blank, use the date when executed by both parties) Project: Crooked Creek WRF Office & Storage Building Project SP107 Design-Builder’s Project No: 9382 Date of Agreement: February 27, 2025 Owner: Union County, North Carolina Design-Builder: Miles-McClellan Construction Company, Inc. Scope of Amendment: In DBIA Document 545: Article 2.3.1 The Owner has elected to proceed under a lump sum price pursuant to this Article in the amount of One Million Two Thousand, One Hundred Sixty-Six Dollars ($1,002,166.00) for Phase 2 Implementation of the Contract (the "Contract Price"), including Alternate 1. Unless otherwise specifically provided in the Contract Documents, the Contract Price is deemed to include all sales, use, consumer, and other taxes mandated by applicable Legal Requirements. This price is inclusive of Allowances ($5,000.00) and Contingency ($39,000.00). Article 2.3.1.4 The design documents are listed on Exhibit E, and form the basis for the scope of work. Article 2.3.1.5 A list of assumptions are included as Exhibit J, and are intended to clarify the basis for the scope of work herein. Article 2.3.1.7 The Project Schedule is included as Exhibit G and includes Weather (Rain) Days within the schedule based on historical weather patterns. Article 2.3.1.8 Exhibit C includes a detailed description of the Allowance items along with their intended uses. Article 2.3.1.9 Not Applicable Article 2.3.1.10 Not Applicable Article 2.3.1.11 Not Applicable Article 2.3.1.12 Not Applicable 18 Article 2.3.1.14 The following table details the permits and approvals Design-Builder is required to obtain: Article 2.3.1.15 Based upon an Owner issued Notice to Proceed with an effective date of February 5th 2026 the Scheduled Substantial Completion Date is July 30th, 2026. In the event that the Notice To Proceed is later than February 5th, 2026, the Scheduled Substantial Completion Date shall be one hundred and seventy-five (175) calendar days beyond the Notice To Proceed. Article 6.4.1 Design-Builder agrees that if Substantial Completion is not attained within one hundred and seventy- five (175) calendar days from the effective date of the Notice to Proceed (the "LD Date"), the Design-Builder will agree to pay Liquidated Damages in the amount of Five Hundred Dollars ($500) for each calendar day that Substantial Completion extends beyond the LD Date. Article 6.4.2 Design-Builder agrees that if Final Completion is not attained within Thirty-Two (32) calendar days of the Substantial Completion Date, the Design-Builder will agree to pay Liquidated Damages in the amount of Two Hundred Dollars ($200) for each calendar day that Final Completion is delayed beyond the above-referenced number of days. Article 7.1.1 Maximum Price. Owner shall pay Design-Builder in accordance with Article 6 of the General Conditions of Contract an amount not to exceed One hundred forty-eight thousand two hundred eighty-seven and 00/100 Dollars ($148,287.00 ) for the Phase 1 Services, subject to adjustments made in accordance with the General Conditions of Contract. Unless otherwise provided in the Contract Documents, the Phase 1 Services compensation is deemed to include all sales, use, consumer and other taxes mandated by applicable Legal Requirements. Article 7.2.3 Implementation of Guaranteed Price. The Guaranteed Price for the Project may be implemented as either a Guaranteed Maximum Price or a Lump Sum at the sole discretion of the Owner. In the event that the Guaranteed Price is implemented as a Guaranteed Maximum Price, the requirements of Section 7.3 will govern payment for the Work. In the event that the Guaranteed Price is implemented as a Lump Sum, the requirements of Section 7.4 will govern payment for the Work. The Owner and Design-Builder hereby agree that the Guaranteed Price will be implemented via the following: Lump Sum. Article 7.2.4 Guaranteed Price Assurance. Design-Builder guarantees that it shall not exceed the Guaranteed Price (GP) of One Million Two Thousand, One Hundred Sixty-Six dollars ( $1,002,166.00) which is the Contract Price for Phase 2 services, including Alternate 1, contract contingency and Allowances. Documents used as basis for the GP are identified in the Contract Price Amendment to this Agreement. Design-Builder agrees that it will be responsible for all costs of completing the Work which exceed the GP, as may be adjusted in accordance with the Contract Documents. 19 Article 7.2.5 Guaranteed Price Scope Contingency. The Guaranteed Price includes a Contingency in the amount of Thirty-nine Thousand dollars ($39,000.00) which is available to the Design-Builder upon approval by the Owner for unanticipated costs it has incurred that are not the basis for a Change Order under the Contract Documents. Contingency shall be developed as part of the Guaranteed Price based on identified risks opportunities related specific Work scope that cannot be accurately estimated at the me of Guaranteed Price development. By way of example, and not as a limitation, such costs may include: (a) trade buy-out differentials; (b) overtime or acceleration; (c) escalation of materials; (d) correction of defective, damaged or nonconforming Work, design errors or omissions, however caused; (e) Subcontractor defaults; or (f) those events under Section 8.2.2 of the General Conditions of Contract that result in an extension of the Contract Time but do not result in an increase in the Contract Price. Article 7.2.5.1 Cap on Rework Contingency. Notwithstanding the above, the Design-Builder guarantees that the Contingency for the correction of defective, damaged, or nonconforming work; design errors; and omissions shall not exceed $5,000.00. Article 7.3 Guaranteed Maximum Price (GMP) implementation of the Guaranteed Price (GP). 7.3.1 Design Builder’s Fee. Not Applicable, Owner has elected a Lump Sum implementation of the GP. 7.4 Lump Sum (LS) implementation of the Guaranteed Price. 7.4.1 Owner has elected to implement a Lump Sum implementation of the Guaranteed Price. Owner shall pay Design-Builder in accordance with Article 6 of the General Conditions of Contract the sum of One Million, Two Thousand, One Hundred Sixty-Six Dollars ($1,002,166.00) (“Contract Price”) for the Work for Phase 2 Services, including Alternate 1, contingency and Allowances, subject to adjustments made in accordance with the General Conditions of Contract. Unless otherwise provided in the Contract Documents, the Contract Price is deemed to include all sales, use, consumer and other taxes mandated by applicable Legal Requirements. 7.4.3.1 Additive Change Orders. Additive Change Orders which increase the Cost of Work for the project shall result in increases to the Lump Sum value of the Contract Price. Additive Change Orders shall be subject to the applicable Design-Builder’s fee as follows: Design-Builders Fee on Self-Performed Work and Design-Build Fee on Subcontracted Work: 10% Fee. 7.4.3.2 Deductive Change Orders. For deductive Change Orders, which decrease the Cost of Work, the Contract Price shall be correspondingly reduced. The proportional reduction in the Contract Price shall be the equivalent to the total reduction in the Cost of Work and the reduction in the corresponding Design Builder's Fee. List of Applicable Exhibits to Contract Amendment Exhibit C Allowance Descriptions Exhibit D Lump sum Cost Estimate Exhibit E GP Design Documents (Based Upon 90%) Exhibit F M/WBE Summary Document (Note: subcontractors/suppliers listed in Exhibit F shall be considered Key Personnel for purposes of the Agreement.) Exhibit G Updated Project Schedule Based On 90% Design Exhibit I Subcontract Listing Exhibit J Assumption Log 20 By executing this Amendment, Owner and Design-Builder agree to modify the Agreement as stated above. Upon execution, this Amendment becomes a Contract Document issued in accordance with DBIA Document No. 535, Standard Form of General Conditions of Contract Between Owner and Design-Builder, (2010 Edition). OWNER: DESIGN-BUILDER: By: By: Printed Name: Printed Name: Title: Title: Date: Date: Brian W. Matthews County Manager Approved as to Legal Form: BTI This instrument has been preaudited in the manner required by the Local Government Budget and Fiscal Control Act. __________________________ Deputy Finance Officer 21 Crooked Creek WRF Office & Storage Building Project SP107 EXHIBIT C ALLOWANCE DESCRIPTION 22 CHARLOTTE 7120 Weddington Rd, Suite 128, Concord, NC 28027 P 704.900.1170 | NC GC Lic. #62258 mmbuildings.com Equal Opportunity Employer Crooked Creek – Admin and Warehouse Expansion Allowance 1) Communications Allowance a. This lump sum contract carries an allowance of $5,000 to be used for the installation of the necessary Data/IT requirements that will be set forth by Union Counties internal IT department. b. This would include the following minor items: install wall and ceiling boxes, install ¾ plywood at location of com unit that will be installed by UC forces, coordination of wiring install to be done by UC forces prior to wallboard, install underground 2" conduit to adjacent building & stub-ups into foundation as shown. c. Install 1-gang flush mounted boxes in walls a ceilings at locations shown below d. Install ¾ inch plywood at comm unit to be installed by UC forces. e. Coordinate wiring install by UC forces prior to wallboard installation. f. Provide 2 inch underground conduit & sweeps to existing building at plywood location shown below. 23 CHARLOTTE 7120 Weddington Road Suite 128 Concord NC 28027 P 704.900.1170 | F 704.847.2983 NC GC Lic. #62258 mmbuildings.com Equal Opportunity Employer 24 Crooked Creek WRF Office & Storage Building Project SP107 (;+,%,7DLUMP SUM COST ESTIMATE 25 Job #: Due Date: Level: 10% Item Description Preliminary/SD DD Lump Sum Delta Lump Sum to DD Alt 1 MWBE 01A General Conditions MM $ 98,686 $ 122,371 $ 122,509 $ 138 01B Allowances $ - $ - $ - $ - 02A Selective Demolition MM $ 10,000 $ 10,000 $ 10,000 $ - $ - 03A Cast-in-Place Concrete Concrete $ 30,000 $ 32,864 $ 35,000 $ 2,136 $ - 04A Masonry Gates $ 105,500 $ 120,000 $ 133,630 $ 13,630 $ - 05A Structural Steel Peachland $ 45,000 $ 5,000 $ 5,000 $ - $ - 06A Rough Carpentry MM $ 5,000 $ 5,000 $ 5,000 $ - $ - 06D Millwork Millwork on 31st $ 5,000 $ 4,585 $ 7,500 $ 2,915 $ - 07A Spray Foam Insulation & Sealants Misc. $ 10,000 $ 7,500 $ 7,500 $ - $ - 07B Roofing Radco $ 30,000 $ 30,000 $ 55,975 $ 25,975 $ - $ 55,975 08A Doors, Frames, & Hardware C&B $ 13,500 $ 14,350 $ 18,190 $ 3,840 $ - 08B Storefront, Glass, & Windows GMC $ 7,500 $ 20,000 $ 22,500 $ 2,500 $ - 08C Overhead Doors Door Systems $ 5,000 $ 6,500 $ 7,500 $ 1,000 $ - 09A1 Framing & Sheathing Coleman $ 51,250 $ 90,000 $ 81,251 $ (8,749) $ - $ 81,251 09A2 Accoustic Ceiling Tile Coleman $ 8,400 $ 6,000 $ 4,460 $ (1,540) $ - $ 4,460 09B1 Flooring Bennel $ 12,600 $ 8,700 $ 8,700 $ - $ - $ 8,700 09B2 Tile (Floor and wall tile) Bennel $ 5,000 $ 4,700 $ 4,700 $ - $ - $ 4,700 09C Paint and VWC Clt Paint $ 10,000 $ 8,934 $ 9,015 $ 81 $ - $ 8,934 10A Specialties C&B $ 2,000 $ 1,070 $ 2,603 $ 1,533 $ - 11A Equipment MM $ 2,500 $ 2,500 $ 2,500 $ - $ - 22A Plumbing Southend $ 32,500 $ 33,844 $ 38,829 $ 4,985 $ - 23A HVAC Deeck $ 50,000 $ 60,800 $ 37,679 $ (23,121) $ - 26A Electrical/FA Stelco $ 81,500 $ 92,350 $ 83,845 $ (8,505) $ - 27A Communications Union County $ 10,000 $ 10,000 $ - $ (10,000) $ - 31A Earthwork Mclaughlin $ 25,000 $ 25,000 $ 25,000 $ - $ 35,000 32A Paving/Curb/Sidewalk Jimmy Smith $ 20,000 $ 16,133 $ 19,000 $ 2,867 $ 15,000 32B Site Imp. Landscaping MM $ 10,000 $ 10,000 $ 7,500 $ (2,500) $ - 32C Soil Treatment B&P Pest $ 1,000 $ 1,000 $ 1,000 $ - $ - 33A Utilities Mclaughlin $ 10,000 $ 10,000 $ 15,000 $ 5,000 $ - Sub Total $ 696,936 $ 759,201 $ 771,386 $ 12,185 50,000 $ 164,020.00 OPS TEAMS 6.00% $ 41,816 $ 45,552 $ 46,283 $ 731 $ 3,000 MMC OH 1.00% $ 6,969 $ 7,592 $ 7,714 $ 122 $ 500 MMC Profit 6.00% $ 41,816 $ 45,552 $ 46,283 $ 731 $ 3,000 Preconstruction Sevices (Estimate) $ 195,258 $ 195,258 $ - $ (195,258) $ - Construction Administration Services $ - $ - $ 30,000 $ 30,000 $ - Estimating Contingency 0.00% $ 104,540 $ 37,960 $ - $ (37,960) $ - Value Management 0.00% $ - $ - $ - $ - $ - Total Lump Sum $ 1,087,335.52 $ 1,091,115.00 $ 901,666.00 $ 56,500 $ 164,020.00 Actual Alternate 1 0.00% $ 56,500 $ 56,500 $ - Construction Contingency 5.00% $ - $ 37,960 $ 39,000 $ 1,040 $ - Communications Allowance 0.00% $ - $ - $ 5,000 $ - $ - Project Lump Sum Including Allowance, Contingencies, and Alternates $ 1,087,335.00 $ 1,130,000.00 $ 1,002,166.00 $ 100,216.60 Goal Phase 1 Preconstruction Services (Final) $ - $ - $ 148,287 Project Total - Phase 1 + Phase 2 + Alt 1 $ 1,087,335.00 $ 1,130,000.00 $ 1,150,453.00 Crooked Creek Water Treatment Facility Administration and Warehouse 50CCAW 10/1/2025 Construction Documents - Lump Sum 26 Crooked Creek WRF Office & Storage Building Project SP107 (;+,%,7E *03'(6,*1 '2&80(176%DVHG 8SRQ9 27 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: CS COVER SHEET 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 Civil Structural Architectural Plumbing Mechanical Electrical THE IMAGE SHOWN ABOVE IS FOR CONCEPTUAL DESIGN PURPOSES ONLY AND IS NOT TO BE USED FOR CONSTRUCTION AND/OR INTERPRETING DESIGN INTENT. 10/21/2025 CONSTRUCTION DOCUMENTS 4015 Sardis Church Road Monroe, NC Crooked Creek WRF Building 101 N Tryon St. Suite 1400 Charlotte, NC 28202 704.334.7925 101 N Tryon St. Suite 1400 Charlotte, NC 28202 704.334.7925 Stewart Stewart 1000 West Morehead Suite 120 Charlotte, NC 28208 704.376.6000 Creech and Associates 1927 South Tryon St Charlotte, NC 28203 704.338.1292 Optima Engineering, PA 1927 South Tryon St Charlotte, NC 28203 704.338.1292 Optima Engineering, PA 1927 South Tryon St Charlotte, NC 28203 704.338.1292 Optima Engineering, PA No. Description Date 28 ARCHITECTURAL MATERIAL LEGEND ARCHITECTURAL SYMBOL LEGEND X X X X XXX X COLUMN LINE TAG WINDOW SYMBOL TAG PARTITION TYPE TAG SHEET KEYNOTE REVISION TRIANGLE DATUM LINE, BEARING, OR FLOOR ELEVATION DOOR TAG BATT INSULATION CONCRETE CMU (PLAN & SECTION) FINISHED WOOD GRANULAR FILL PLYWOOD ROUGH WOOD (CONTINUOUS) ROUGH WOOD (NON- CONTINUOUS) STEEL CUT STONE / CAST STONE RIGID INSULATION EARTH GYPSUM, SHEATHING, SAND, OR PLASTER MATCH LINE A1 A1 A5.01 BUILDING SECTION TAG ON PLANS SIM INDICATES SIMILAR SECTION INDICATES MIRRORED SECTION INDICATES TYPICAL SECTION SECTION TAGA1 XX AX.XX DETAIL TAG SHEET NUMBER WHERE DETAIL IS LOCATED DETAIL NUMBER 1 AX.XX ELEVATION TAG SHEET NUMBER FOR ELEVATION AX.XX ELEVATION TAG W/ DIRECTION SHEET NUMBER FOR ELEVATION DIRECTION ELEVATION IS TO BE VIEWED (TYP.) A5.01 A5.01 OPH TYP BRICK (PLAN & SECTION) ALUMINUM BRICK (ELEVATION) Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: G0.01 SHEET INDEX 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 AIR CONDITION AIR CONDITIONING UNIT ANCHOR BOLT ACCESSIBLE ACCESSIBLE FLOOR ACOUSTICAL ACCESS PANEL ACOUSTICAL CEILING TILE AREA DRAIN ADDENDUM ADHESIVE ADJACENT; ADJUSTABLE ABOVE FINISH FLOOR AGGREGATE AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED APPROVED APPROXIMATE (LY) ARCHITECT (URAL) ASPHALT AUTOMATIC AUDIO VISUAL BASEBOARD BOARD BOTH FACES BITUMINOUS BACKING BUILDING BLOCKING BEAM BOTTOM BACKER ROD BEDROOM BRACING BEARING BRONZE BOTH SIDES BASEMENT BETWEEN CABINET CATCH BASIN CEMENTITITOUS (BACKER) BOARD CEMENT CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ OWNER INSTALLED COLD FLUID APPLIED COUNTERFLASHING CORNER GUARD CAST IRON CAST-IN-PLACE CONTROL JOINT; CONSTRUCTION JOINT CENTERLINE CEILING CLOSET CLEAR (ANCE) CONCRETE MASONRY UNIT CLEANOUT; CASED OPENING COLUMN CONCRETE CONDITION CONSTRUCTION CONTINUE CONTRACTOR COORDINATE CORRIDOR CARPET CAST STONE CERAMIC TILE COATING CUBIC FOOT CUBIC YARD COLD WATER CASEWORK DEEP; DEPTH DOUBLE DECK DRAIN DEMOLITION DEPARTMENT DETAIL DRINKING FOUNTAIN DOUBLE HUNG DIAMETER DIAGONAL DIMENSION DOWN DAMPPROOFING DAMPER DEMOUNTABLE PARTITION DOOR DOWNSPOUT DRY STANDPIPE DISHWASHER DRAWING DRAWER EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELASTOMETRIC COATING ELECTRIC; ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE EDGE OF SLAB ELECTRICAL PANEL (PANELBOARD) EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXPANSION BOLT EXTERIOR FINISH TO FINISH FIRE ALARM FABRIC FACTORY FINISH FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FIRE HOSE CABINET FINISH FLASHING FOLDING FLEXIBLE FLOORING FLOOR FLUORESCENT FACE OF CONCRETE; CURB FACE OF FINISH FACE OF MASONRY FACE OF STUDS FACE OF WALL FIRE PROTECTION; FIREPROOF FIREPLACE FIBERGLASS REINFORCED PLASTIC; FIBER REINFORCED POLYESTER FIRE RESISTANCE RATED FIRE RETARDANT TREATED WOOD FREEZER FLOOR SINK FOOT; FEET FIRE RETARDANT TREATED FOOTING FURRING FUTURE FIXTURE GROUND GAGE (GAUGE) GALVANIZED GRAB BAR GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED PLASTIC GLASS FIBER REINFORCED PLASTER GASKET GLASS GLASS BLOCK GLUE-LAMINATED WOOD GLAZING GRANITE GYPSUM GYPSUM BOARD GYPSUM PLASTER HIGH HOSE BIBB HANDICAP; HOLLOW CORE HARDBOARD HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VENTILATION/AIR CONDITIONING HOT WATER INSIDE DIAMETER INCH INCLUDED INSULATION INTERIOR INTERMEDIATE INVERT JANITOR JANITOR'S CLOSET JUNCTION BOX JOIST JOINT KITCHEN ANGLE LENGTH LABORATORY LADDER LAVATORY POUNDS LABEL LINEAL FOOT (FEET) LEFT HAND LINOLEUM LIVE LOAD LIMESTONE LOCATION LOW POINT LIVING ROOM LOUVER MASONRY MATERIAL MAXIMUM MASTER BEDROOM MECHANICAL MEDIUM MEMBRANE MEZZANINE METAL MANUFACTURER MANHOLE MINIMUM; MINUTE MIRROR MISCELLANEOUS MOULDING MASONRY OPENING MOISTURE RESISTANT GWB MARBLE BASE MARBLE FLOOR MARBLE THRESHOLD METAL THRESHOLD MOUNTED MOUNTING METAL MULLION MILLWORK NORTH NOT APPLICABLE NATURAL NOT IN CONTRACT NOMINAL INSIDE DIAMETER NON-METALLIC NUMBER NOMINAL NON COMBUSTIBLE NOISE REDUCTION COEFFICIENT NATURAL STONE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISHED/ CONTRACTOR INSTALLED OWNER FURNISHED/ OWNER INSTALLED OVERFLOW DRAIN OFFICE OVERHANG OPPOSITE HAND OPENING OPPOSITE OPERABLE OPTIONAL OVERFLOW ROOF DRAIN OVERHEAD OVERHEAD DOOR PUBLIC ADDRESS PARALLEL PASSAGE; PASSENGER PARTICLE BOARD PORCELAIN TILE POUNDS PER CUBIC FOOT PERPENDICULAR PERFORATED PERIMETER PENTHOUSE PLASTIC LAMINATE PLASTER; PLASTIC PLUMBING POUNDS PER LINEAL FOOT PLYWOOD PANEL PAINT POLYETHYLENE (PLASTIC) PORCELAIN PRECAST PREFABRICATED PREFORMED PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST-TENSIONED PAPER TOWEL DISPENSER PRESERVATIVE TREATED PARTITION PAVING QUARRY TILE QUARRY TILE BASE QUANTITY RADIUS; RISER RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN REINFORCING STEEL BARS REFRIGERATOR; REFERENCE REINFORCE REMOVABLE REQUIRED REQUIREMENT RESILIENT REVISED RIGID INSULATION RESILIENT FLOORING ROOFING RIGHT HAND THROUGH ROOF LEADER RAILING ROOM ROUND ROUGH OPENING RIGHT OF WAY ROUGH SAWN REVERSE; REVERSE SIDE REDWOOD SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE STAINED CONCRETE SCUPPER SHOWER CURTAIN ROD SMOKE DETECTOR; STORM DRAIN SEALED CONCRETE SECTION SQUARE FOOT (FEET) SHELVING SHOWER SHOWER HEAD SHOWER DRAIN SHEET SHEATHING SIMILAR SLIDING A/C A/C UNIT AB ACC ACC FL ACOUS ACS PNL ACT AD ADDM ADH ADJ AFF AGGR AHU ALT ALUM ANOD APPD APPROX ARCH ASPH AUTO AV BBD BD BF BITUM BKG BLDG BLKG BM BOT B-ROD BR BRCG BRG BRZ BS BSMT BTWN CAB CB CBB CEM CF/CI CF/OI CFA CFLG CG CI CIP CJ CL CLG CLO CLR CMU CO COL CONC COND CONST R CONT CONTR COORD CORR CPT CST CT CTG CU FT CU YD CW CSWK D DBL DD DEMO DEPT DET DF DH DIA DIAG DIM DN DMPF DMPR DPTN DR DS DSP DW DWG DWR E EA EIFS EJ EL ELAST CTG ELEC ELEV EMER ENCL EOS EP EQ EQUIP EW EWC EXH EXIST EXP EXP BT EXT F/F FA FAB FCTY FIN FD FDTN FE FEC FFE FHC FIN FLASH FLDG FLEX FLG FLR FLUOR FOC FOF FOM FOS FOW FP FPL FRP FRR FRTW FRZ FLR SK FT FRT FTG FURG FUT FIXT G GA GALV GB GFRC GFRG GFRP GFRP GKT GL GL BLK GLU LAM GLZ GR GYP GYP BD GYP PLAS H HB HC HDBD HDR HDW HDWD HM HORIZ HR HT HTG HVAC HW ID IN INCL INSUL INT INTM INV JAN JAN CLO J-BOX JST JT KIT L LG LAB LAD LAV LBS LBL LF LH LINO LL LMST LOC LPT LR LVR MAS MATL MAX MBR MECH MED MEMB MEZZ MTL MFR MH MIN MIRR MISC MLDG MO MR GWB MRB MRF MRT MT MTD MTG MTL MULL MLWK N N/A NAT NIC NID NM NO NOM NON COMB NRC NST NTS OC OD OF/CI OF/OI OFD OFF OH OPH OPNG OPP OPR OPT ORD OVHD OH DR PA PAR PASS PBD PCT PCF PERP PERF PERIM PH PLAM PLAS PLBG PLF PLYWD PNL PNT POLY PORC PRCST PREFAB PREFMD PROP PSF PSI PT PTD PRT PTN PVG QT QTB QTY R RB RCP RD REBAR REF REINF REM REQD REQMT RESIL REV RIG INS RF RFG RH THRU RL RLG RM RND RO ROW RS RVS RWD S SC SCD SCHED STN CONC SCP SCR SD SEAL CON SEC SF SHV SHR SHR H SHRD SHT SHTHG SIM SLDG SEALANT SLATE TILE; SLATE SHEET METAL SCREWS SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE STANDPIPE SPECIFICATION SPEAKER SPRINKLER SQUARE STAINLESS STEEL SERVICE SINK SOLID SURFACE MATERIAL STONE STATION SOUND TRANSMISSION COEFFICIENT STANDARD STEEL STEEL LINTEL STAIN STORAGE STRUCTURAL SURROUND SUSPENDED SHEET VINYL SERVICE SIDEWALK; SOUTHWEST; SWITCH SYMMETRICAL SYSTEM TREAD TOP AND BOTTOM TONGUE AND GROOVE TOWEL BAR TRENCH DRAIN TELEPHONE TEMPORARY TERRAZZO THICK; THICKNESS THRESHOLD TOP OF BEAM TOP OF CONCRETE; TOP OF CURB TOP OF MASONRY TOP OF PARAPET; TOP OF SLAB TOP OF TRUSS TOP OF WALL TOILET PARTITION TRANSOM; TRANSPARENT TREATED TUBE STEEL TELEVISION TYPICAL UNDERCUT UNFINISHED UNLESS NOTED OTHERWISE URINAL VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VERITY IN FIELD VINYL FACED ACOUSTICAL TILE VENEER VOLUME VENT STACK; VERSUS VINYL TILE VENT THROUGH ROOF VINYL WALLCOVERING VINYL COATED CEILING BOARD WIDTH; WEST; WASHER WITH WITHOUT WOOD BASE WATER CLOSET; WALLCOVERING WOOD WOOD DOOR WOOD FLOORING WINDOW WIRED GLASS WATER HEATER; WALL HUNG; WALL HYDRANT WROUGHT IRON WALK IN CLOSET WORK POINT WEATHERSTRIP WAINSCOT WEIGHT WELDED WIRE FABRIC WALL TO WALL YARD; YARD DRAIN YARD HYDRANT FOOT; FEET INCH; INCHES POUND; NUMBER PERCENTAGE AND CHANNEL CENTERLINE DIAMETER; ROUND ANGLE PLATE; PLUS/MINUS AMERICANS W/ DISABILITIES ACT AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN PLYWOOD ASSOCIATION AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WOODWORK INSTITUTE FACTORY MUTUAL INTERNATIONAL CODE COUNCIL NATIONAL ASSOCIATION OF METAL MANUFACTURERS NORTH CAROLINA STATE BUILDING CODE NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL ROOFING CONTRACTORS ASSOCIATION PRECAST/PRESTRESSED CONCRETE INSTITUTE SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION UNDERWRITERS LABORATORIES SLNT SLT SMS SND SNR SP SPEC SPKR SPKLR SQ SS SV SK SSM ST STA STC STD STL STL LNTL STN STOR STRUC T SURR SUSP SV SVCE SW SYMM SYS T T&B T&G TB TD TEL TEMP TERR THK THRES TOB TOC TOM TOP TOS TOT TOW TP TRANS TRTD TS TV TYP UC UNFIN UNO UR VAR VCT VERT VEST VIF VFAT VNR VOL VS VT VTR VWC VCCB W W/ W/O WB WC WCOV WD WD DR WF WDW WGL WH WI WIC WP WS WSCT WT WWF W/W YD YH ' " # % & [ ℄ ± GENERAL CONDITIONS 1.SEE PROJECT SPECIFICATION MANUAL FOR GENERAL AND SUPPLEMENTARY CONDITIONS. 2.IF COMPLIANCE WITH TWO OR MORE STANDARDS IS SPECIFIED AND THE STANDARDS ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT REQUIREMENT. REFER UNCERTAINTIES AND REQUIREMENTS THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO ARCHITECT FOR A DECISION BEFORE PROCEEDING. 3.THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE MINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY WITH THE MINIMUM QUANTITY OR QUALITY SPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. TO COMPLY WITH THESE REQUIREMENTS. REFER UNCERTAINTIES TO ARCHITECT FOR A DECISION BEFORE PROCEEDING. DIMENSIONS 1.ALL DIMENSIONS SHALL BE FROM THE FACE OF FINISH SURFACES WITH THE EXCEPTION OF ANYTHING BEING DIMENSIONED FROM COLUMN LINES OR NOTED OTHERWISE. 2.ALIGNMENT INDICATION SHALL BE FINISHED FACE OF WALL TO FINISHED FACE OF PARTITION OR WALL UNLESS NOTED OTHERWISE. 3.PARTITION ANGLES ARE PARALLEL, PERPENDICULAR OR 45 DEGREE ANGLES TO BUILDING PERIMETER UNLESS NOTED OTHERWISE. 4.CENTERLINE DIMENSIONS SHALL BE MEASURED FROM CENTERLINE OF ASSEMBLY, FIXTURE OR DEVICE. 5.CENTERLINE INDICATION AT PARTITIONS ABUTTING BUILDING ELEMENTS (MULLIONS, COLUMNS, OR PILASTERS), SHALL ALIGN CENTER OF PARTITION ASSEMBLY WITH CENTER OF ELEMENT UNLESS NOTED OTHERWISE. 6.DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM ARCHITECT. 7.LOCATE DOOR FRAME 4" MIN. FROM ADJACENT WALL, UNLESS NOTED OTHERWISE. PARTITIONS 1.ALIGNMENT OF PARTITIONS WITH NEW OR EXISTING CONSTRUCTION SHALL PROVIDE A SMOOTH, UNINTERRUPTED FINISH SURFACE. 2.PROVIDE REQUIRED ACCESS PANELS IN PARTITIONS FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS. LOCATION OF ACCESS PANEL SHALL BE VERIFIED WITH ARCHITECT PRIOR TO CONSTRUCTION. 3.PENETRATION OF PARTITIONS FOR MECHANICAL SYSTEMS SHALL BE HERMETICALLY SEALED. PENETRATIONS WITHIN RATED PARTITION ASSEMBLIES SHALL PROVIDE FOR REQUIRED DAMPERING DEVICES, SLEEVES, AND FIREPROOFING TO MAINTAIN APPROVED RATING. 4.G.C. TO PROVIDE SOLID WOOD BLOCKING (OR STEEL PLATE BLOCKING WHEN METAL STUDS ARE USED) AS REQUIRED FOR ALL TOILET ROOM ACCESSORIES, CABINETRY AND INSTALLATION OF GRAB BARS, TV / AV EQUIPMENT PER APPLICABLE ACCESSIBILITY CODES. 5.CABINETRY SHALL MEET ALL APPLICABLE ACCESSIBILITY CODES. 6.ALL FINISH AND COLOR SELECTIONS SHALL BE APPROVED BY OWNER. 7.CENTER DOOR ON LENGTH OF PARTITION. IF THE TWO SIDES OF PARTITION ARE UNEQUAL, THE DOOR TAG WILL BE ON THE SIDE THAT APPLIES. CEILING 1.MINIMUM HEIGHT OF OVERHEAD OBSTRUCTIONS ALONG AN ACCESSIBLE ROUTE SHALL BE MAINTAINED IN ACCORDANCE WITH APPLICABLE CODES. 2.PROVIDE REQUIRED ACCESS PANELS IN CEILING FOR MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS. LOCATIONS OF ACCESS PANEL SHALL BE VERIFIED WITH ARCHITECT PRIOR TO CONSTRUCTION. 3.PENETRATIONS AND OPENINGS IN CEILING FOR FIXTURES OR MECHANICAL SYSTEM PATHS AND REGISTERS SHALL BE PRECISELY CUT FOR INSTALLED ITEMS WITH EDGES TO BE CONCEALED BY MOUNTING TRIM OR COVER. INSTALLATION OF TRIM AND COVERS SHALL BE FLUSH TO SURFACE. 4.FIXTURES AND REGISTERS SHALL ALIGN SQUARE AND LEVEL WITH FINISHED CEILING. 5.DO NOT USE DUCTS, PIPES AND CONDUIT TO SUPPORT CEILING SYSTEM. PROVIDE BRACING AS REQUIRED BY SEISMIC ZONE. ELECTRICAL AND COMMUNICATIONS 1.ADJACENT WALL MOUNTED SINGLE DUPLEX OUTLETS SHALL BE LOCATED 6" O.C. UNLESS NOTED OTHERWISE. 2.WALL MOUNTED ELECTRICAL ITEMS ON COLUMNS SHALL BE INSTALLED ON COLUMN CENTERLINE. WHERE MULTIPLE ELECTRICAL ITEMS OCCUR AT THE SAME HEIGHT, THEY SHALL BE PLACED SYMMETRICALLY ABOUT COLUMN CENTERLINE. 3.FIXTURES SHALL BE INSTALLED SO THAT EDGES OF CUT-OUTS IN FINISH CAN BE CONCEALED BY MOUNTING TRIM OR COVER. INSTALLATION OF TRIM RINGS AND COVERS SHALL BE FLUSH WITH CEILING SURFACE. 4.LIGHT FIXTURES SHALL BE CENTERED IN CEILING TILE OR SPACE UNLESS NOTED OTHERWISE. 5.GROUPED SWITCHES SHALL BE MOUNTED WITHIN A SINGLE FACE PLATE, UNLESS NOTED OTHERWISE. 6.SWITCHES SHALL BE MOUNTED AN OFFSET OF 6" TO CENTERLINE OF SWITCH FROM FRAME OR CASING OF LATCH JAMB OF DOOR, UNLESS NOTED OTHERWISE. 7.ALL CONTROLS & SWITCHES SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES OR AS NOTED ON DRAWINGS. HVAC AND FIRE PROTECTION 1.FIRE SUPPRESSION SUPPLY LINES SHALL BE MOUNTED TO PROVIDE CLEARANCE FOR RECESSED CEILING LIGHT FIXTURES AND EQUIPMENT. 2.ALL CONTROLS & SWITCHES SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES OR AS NOTED ON DRAWINGS. SIGNAGE 1.SIGNAGE FOR INSIDE THE STAIRWAY SHALL BE PROVIDED PER GOVERNING CODE AUTHORITY. 2.PROVIDE CODE REQUIRED SIGNAGE AS REQUIRED BY GOVERNING CODE AUTHORITY (TEMPORARY IF NECESSARY FOR INSPECTION). ADA ANSI APA ASTM AWI FM ICC NAMM NCSBC NFPA NRCA PCI SMACN UL ⅊ ∠ ∅ GENERAL Sheet Number Sheet Name CS COVER SHEET G0.01 SHEET INDEX G1.01 CODE SUMMARY G1.02 UL SYSTEMS G2.01 OCCUPANCY & LIFE SAFETY PLANS G3.01 THERMAL ENVELOPE G4.01 PARTITION TYPES AND SHELL ASSEMBLIES G4.02 MOUNTING HEIGHTS CIVIL Sheet Number Sheet Name STRUCTURAL Sheet Number Sheet Name S0.01 GENERAL NOTES, ABBREVIATIONS, AND SYMBOL LEGEND S1.11 FOUNDATION AND ROOF FRAMING PLAN S2.11 STRUCTURAL WALL SECTIONS S3.01 SLAB ON GRADE DETAILS S3.02 FOUNDATION DETAILS S3.11 TYPICAL FOUNDATION DETAILS S4.01 CMU DETAILS S4.02 CMU DETAILS S6.01 ROOF SECTIONS AND DETAILS ARCHITECTURAL SITE Sheet Number Sheet Name AS1.01 ARCHITECTURAL SITE PLAN ARCHITECTURAL Sheet Number Sheet Name A1.11 FLOOR / ROOF PLANS / REFLECTED CEILING PLAN A2.01 EXTERIOR ELEVATIONS A3.01 ENLARGED RESTROOM ACCESSORIES A4.11 TYPICAL CEILING DETAILS A5.01 BUILDING SECTIONS A6.01 WALL SECTIONS A6.02 WALL SECTIONS A7.01 PLAN DETAILS A7.11 STANDARD PLAN DETAILS A7.21 SECTION DETAILS A7.31 STANDARD SECTION DETAILS A7.41 STANDARD FLASHING DETAILS A9.03 DOOR SCHEDULE, DOOR & WINDOW DETAILS, TRANSITIONS A9.21 FINISH SCHEDULE / FINISH & AV/SEC. & FURNITURE PLANS A11.01 FIRST FLOOR INTERIOR & TOILET ELEVATIONS A11.31 INTERIOR DETAILS A12.01 MILLWORK DETAILS A12.11 CASEWORK DETAILS A13.01 SIGNAGE SCHEDULE & DETAILS PLUMBING Sheet Number Sheet Name P001 PLUMBING LEGEND, INDEX, AND NOTES P1.11 PLUMBING SCHEDULES AND DETAIL P002 FIRST FLOOR AND ROOF PLUMBING DRAINAGE PLAN P2.11 FIRST FLOOR PLUMBING SUPPLY PLAN MECHANICAL Sheet Number Sheet Name M001 MECHANICAL LEGEND, NOTES AND SCHEDULES M101 FIRST FLOOR AND ROOF MECHANICAL PLAN M401 MECHANICAL DETAILS ELECTRICAL Sheet Number Sheet Name E001 ELECTRICAL LEGEND AND NOTES E002 ELECTRICAL SPECIFICATIONS E120 FIRST FLOOR LIGHTING PLAN E220 FIRST FLOOR AND ROOF POWER PLAN E601 ELECTRICAL DETAILS E602 ELECTRICAL DETAILS E701 ELECTRICAL DIAGRAMS No. Description Date 29 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: G1.01 CODE SUMMARY 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 CODE SUMMARY BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Address :Zip Code: Owner/Authorized Agent:Phone # E-Mail: Owned By: Code Enforcement Jurisdiction: CONTACT: DESIGNER FIRM NAME LICENSE #TELEPHONE #E-MAIL Architectural Civil Electrical Fire Alarm Plumbing Mechanical Sprinkler-Standpipe Structural Retaining Walls > 5' High Other ("Other" should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.) 2018 NC BUILDING CODE: 2018 NC EXISTING BUILDING CODE: CONSTRUCTED RENOVATED CURRENT OCCUPANCY(S) PROPOSED OCCUPANCY(S) RISK CATEGORY Current: Proposed: BASIC BUILDING DATA Construction Type: Sprinklers: Standpipes: Fire District: Flood Hazard Area: Special Inspections Required: GROSS BUILDING AREA TABLE FLOOR EXISTING (SQ FT)NEW (SQ FT)SUB -TOTAL Roof 4th Floor 3rd Floor 2nd Floor 1st Floor TOTAL ALLOWABLE AREA Primary Occupancy Classification(s): Accessory Occupancy Classification(s): Incidental Uses Special Uses (Chapter 4 - List Code Sections): Special Provisions (Chapter 5 - List Code Sections): Mixed Occupancy:Exception: Actual Area of Occupancy A Allowable Area of Occupancy A +Actual Area of Occupancy B Allowable Area of Occupancy B <1.00 +<1.00= STORY NO.DESCRIPTION AND USE (A) BLDG AREA PER STORY (ACTUAL) (B) TABLE 506.2 AREA (C) AREA FOR FRONTAGE INCREASE (D) ALLOWABLE AREA PER STORY OR UNLIMITED (date): (date): (Chap 3): (Chap 3): (Table 1604.5): (Table 509): 1st Floor 2nd Floor 3rd Floor ALLOWABLE 4 1,5 2,3 Frontage area increases from Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet minimum width = b. Total building perimeter = c. Ratio (F/P) = d. W = Minimum width of public way = e. Percent of frontage increase I = [100F/P -0.25] x w/30 = f (F) (P) (F/P) (W) (%) Unlimited area applicable under conditions of Section 507. Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2) The maximum area of open parking garages must comply with Table 406.5.4. The maximum area of air traffic control towers must comply with Table 412.3.1. Frontage increase is based on the unsprinklered area value in Table 506.2. 1 2 3 4 5 FIRE PROTECTION REQUIREMENTS Building Height in Feet (Table 504.3) Building Height in Stories (Table 504.4) SHOWN ON PLANS CODE REFERENCE ALLOWABLE HEIGHT BUILDING ELEMENT FIRE SEPARATION DISTANCE (FEET) RATING DETAIL # AND SHEET # DESIGN # FOR RATED ASSEMBLY SHEET # FOR RATED PENETRATION SHEET# FOR RATED JOINTS Structural frame, including columns, girders, and trusses Bearing walls REQ'D PROVIDED (W/ _______* REDUCTION) Exterior North East West South Fire and/or smoke rated wall locations (Chapter 7) Nonbearing walls and partitions Exterior North East West South Interior Walls and Partitions Floor construction Including supporting beams and joists Roof construction Including supporting beams and joists Shafts Enclosures -Exit Shafts Enclosures -Other Corridor Separation Occupancy / Fire Barrier Separation Party/ Fire Wall Separation Smoke Barrier Separation Tenant / Dwelling Unit / Sleeping Unit Separation Incidental Use Separation * Indicates section number permitting reduction 4th Floor Floor Ceiling Assembly Columns Supporting Floors Roof Ceiling Assembly Columns Supporting Roof Smoke Partition DEGREE OF OPENINGS PROTECTION (TABLE 705.8) ALLOWABLE AREA (%) ACTUAL SHOWN ON PLANS (%) PERCENTAGE OF WALL OPENING CALCULATIONS FIRE SEPARATION DISTANCE (FEET) FROM PROPERTY LINES LIFE SAFETY REQUIREMENTS Emergency Lighting: Exit Signs: Fire Alarm: Smoke Detection Systems: Carbon Monoxide Detection: LIFE SAFETY PLAN REQUIREMENTS Life Safety Plan Sheet #: Assumed and real property line locations (if not on the site plan) Exterior wall opening area with respect to distance to assumed property lines (705.8) Occupancy Use for each area as it relates to occupant load calculations (Table 1004.1.2) Occupancy loads for each area Exit access travel distance (1017) Common path of travel distances (Tables 1006.2.1 & 1006.3.2 (1)) Dead end lengths (1020.4) Clear exit widths for each exit door Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3) Actual occupant load for each exit door A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation Location of doors with panic hardware (1010.1.10) Location of doors with delayed egress locks and the amount of delay (1010.1.9.7) Location of doors with electromagnetic egress locks (1010.1.9.9) Location of doors equipped with hold-open devices Location of emergency escape windows (1030) The square footage of each fire area (202) The square footage of each smoke compartment of Occupancy Classification I-2 (407.5) Note any code exceptions or table notes that may have been utilized regarding the items above ACCESSIBLE DWELLING UNITS (SECTION 1107) TOTAL UNITS ACCESSIBL E UNITS PROVIDED ACCESSIBL E UNITS REQUIRED TYPE A UNITS REQUIRED TYPE A UNITS PROVIDED TYPE B UNITS REQUIRED TYPE B UNITS PROVIDED TOTAL ACCESSIBLE UNITS PROVIDED ACCESSIBLE PARKING (SECTION 1106) LOT OR PARKING AREA PROVIDED TOTAL # OF PARKING SPACES TOTAL # ACCESSIBLE PROVIDEDREQUIRED TOTAL # OF ACCESSIBLE SPACES PROVIDED REGULAR WITH 5' ACCESS AISLE VAN SPACE WITH 132" ACCESS AISLE 8' ACCESS AISLE SPECIAL APPROVALS 2018 NC BUILDING CODE:(Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc.., describe below) ENERGY SUMMARY ENERGY REQUIREMENTS: The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the annual energy cost for the standard reference design vs annual energy cost for the proposed design. Existing building envelope complies with code: Exempt Building: Climate Zone: (If "other" specify source here): DESIGN LOADS: Provide code or statutory reference: Method of Compliance: Importance Factors:Wind Exterior Walls (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Openings (windows or doors with glazing) U-Value of assembly: Solar heat gain coefficient: Projection factor: Door R-Values: Walls Below Grade (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Floors Over Unconditioned Space (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Floors Slab On Grade Description of assembly: U-Value of total assembly: R-Value of insulation: Horizontal/vertical requirement: slab heated: CODE SUMMARY BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS STRUCTURAL DESIGN (PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE) (I )W Snow (I )S Seismic (I )E Live Loads:Roof Mezzanine Floor psf psf psf Ground Snow Load:psf Wind Load:Basic Wind Speed Exposure Category mph (ASCE-7) SEISMIC DESIGN CATEGORY: Occupancy Category (Table 1604.5) S S Provide the following Seismic Design Parameters: Spectral Response Acceleration %g S 1 %g Site Classification (ASCE 7) Data Source: Basic Structural System: Analysis Procedure: Architectural, Mechanical, Components anchored? LATERAL DESIGN CONTROL: SOIL BEARING CAPACITIES: psf Pile size, type, and capacity: CODE SUMMARY BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS MECHANICAL DESIGN (PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE) CODE SUMMARY BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS ELECTRICAL DESIGN (PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE) MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT Thermal Zone winter dry bulb: summer dry bulb: Interior Design Conditions winter dry bulb: summer dry bulb: relative humidity: Building heating load: Building cooling load: Mechanical Spacing Conditioning System Unitary description of unit heating efficiency cooling efficiency size category of unit Boiler Size category. If oversized, state reason: Chiller Size category. If oversized, state reason: List equipment efficiencies: ELECTRICAL SYSTEM AND EQUIPMENT ELECTRICAL SUMMARYMECHANICAL SUMMARY Method of Compliance: Lighting schedule (each fixture type) lamp type required in fixture number of lamps in fixture ballast type used in fixture number of ballasts in fixture total wattage per fixture total interior wattage specified total exterior wattage specified Additional Efficiency Package Options (When using the 2018 NCECC; not required for ASHRAE 90.1) C406.2 More Efficient HVAC Equipment Performance C406.3 Reduced Lighting Power Density C406.4 Enhanced Digital Lighting Controls C406.5 On-Site Renewable Energy C406.6 Dedicated Outdoor Air System C406.7 Reduced Energy Use in Service Water Heating Roof/ceiling Assembly (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Skylights in each assembly: U-Value of skylight: total square footage of skylights in each assembly: THERMAL ENVELOPE (Prescriptive method only) Interior Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.41 1 Separation: allowed allowed Field Test ()- City/County Private State City County State () () () () () () () () () () New Building Addition Renovation 1st Time Interior Completion Shell/Core -Contact the local inspection jurisdiction for possible additional procedures and requirements. Phased Construction -Shell/Core -Contact the local inspection jurisdiction for possible additional procedures and requirements. PrescriptiveExisting:Repair Chapter 14 Level IAlteration:Level II Level III Historic Property Change of Use I I II II III III IV IV (check all that apply) I-A II-A III-A IV V-A I-B II-B III-B V-B PartialNo Yes NFPA 13 NFPA 13R NFPA 13D YesNo YesNo No Yes (Contact the local inspection jurisdiction for additional procedures and requirements.) Class I II III Wet Dry No Yes Basement Assembly A-1 Business Educational Factory F-1 Moderate Hazardous H-1 Detonate Institutional I-1 Condition I-2 Condition I-3 Condition I-4 Mercantile Residential R-1 Storage S-1 Moderate Parking Garage Utility and Miscellaneous A-2 A-3 A-4 A-5 F-2 Low H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM 1 2 1 2 1 2 3 4 5 R-2 R-3 R-4 S-2 Low High-piled Open Enclosed Repair Garage Hr.No Yes Non-Separated Use (508.3) -The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. Separated Use (508.4) -See below for area calculations for each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. No No No No No Yes Yes Yes Yes Yes Partial Exit sign locations (1013) PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1) WATERCLOSETS LAVATORIES DRINKING FOUNTAINS MALE FEMALE UNISEX MALE FEMALE UNISEX URINALS SHOWER / TUBS REGULAR ACCESSIBLE USE EXISTING NEW REQUIRED SPACE PROJECT MANAGER: CROOKED CREEK WRF OFFICE AND STORAGE BUILDING GREY LONDON 704 438 6488 GREYLONDON@MMBUILDINGS.COM STEWART OPTIMA ENGINEERING, PA 1,810 SF CREECH & ASSOCIATES JOHN CRAWFORD 15357 704 JCRAWFORD@CREECHASSOCIATES.COM UNION 2012 NC ENERGY CONSERVATION CODE N/A 2018 NC ENERGY CONSERVATION CODE 3A PRESCRIPTIVE (ENERGY CODE) SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE LIGHTING SCHEDULE SEE ELECTRICAL STEWART OPTIMA ENGINEERING, PA OPTIMA ENGINEERING, PA 376-6000 MICHAEL CALLIPARI 053295 704 MCALLIPARI@OPTIMAENGINEERING.COM338-1292 ZANE KUSEYBI 17308 704 ZKUSEYBI@OPTIMAENGINEERING.COM DANIEL REVILLA 043866 704 DREVILLA@OPTIMAENGINEERING.COM OLIVIA PARSONS 338-1292 338-1292 704 334-7925 JEFF OD 704 909-3506 OPARSONS@STEWARTINC.COM JODEN@STEWARTINC.COM 1,810 SF STORAGE & OFFICE N/A N/A N/A 55'-0" 1 13'-9" N/A 1,557 SF 3 N/A N/A PLAN SOUTH: PLAN NORTH: PLAN EAST: PLAN WEST: X ≥30 X ≥30 X ≥30 15 ≤X < 20 (15'-10") 1 1 1 1 1 1 - - - -- - - - - - - - - - - - - - - - - - -- - - 0 0 0 0 G2.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL SEE MECHANICAL STANDING SEAM MTL. ROOF, RIGID INSULATION, MTL. DECK BRICK VENEER, AIR GAP, RIGID INSULATION, SOLID MASONRY N/A N/A 6" REINFORCED CONCRETE, VAPOR BARRIER, CRUSHED STONE 0% 0% 17% 35% 25% NO LIMIT NO LIMIT NO LIMITUNPROTECTED, NON-SPRINKLERED UNPROTECTED, NON-SPRINKLERED UNPROTECTED, NON-SPRINKLERED UNPROTECTED, NON-SPRINKLERED 23,000 SF 23,000 SF 0 0 0 0 N/A N/A N/A N/A N/A 0 N/A N/A 0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ≥30 ≥30 ≥30 15' -10" 0 0 0 0 N/A N/A N/A N/A N/A 0 N/A N/A 0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- SEE STRUCTURAL A1, A6.01 A1, A6.01 A1, A6.01 A1, A6.01 0.00257 R-38 N/A N/A N/A N/A N/A N/A N/A 1.14 R-10 N/A 0.025 R-20 N/A No. Description Date 4015 Sardis Church Road Monroe, NC 28079 060673 30 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: G1.02 UL SYSTEMS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 https://softiq.ulprospector.com/en https://www.usg.com/content/usgcom/en.html No. Description Date 31 STORAGE 106 TOUCH DOWN 103 OFFICE 102 TOILET 104 ENTRY 101 FUTURE OFFICES 108 FLEX 105 OCC: 5 OCC: 2 OCC: 2 OCC: 2 MECH / H.W. 107 OCC: 1 OCCUPANCY TYPE SQUARE FOOTAGE OCCUPANTS TOTAL OCCUPANCY= OCCUPANCY LEGEND 694 9 584 2 SYMBOL BUSINESS OCCUPANCY STORAGE OCCUPANCY 12 35 1UTILITY OCCUPANCY FLOOR PLAN LEGEND PLAN NORTH TRUE NORTH 1 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION TRAVEL DISTANCE: 68' -6" FEC TRAVEL DISTANCE: 66' -4" MECH / H.W. 107 STORAGE 106 FLEX 105 TOUCH DOWN 103 OFFICE 102 FUTURE OFFICES 108 ENTRY 101 66' - 0 5/8"FECDOOREXIT12 0.2 2.4 36" EXITEXITEXIT EXIT FECTRAVEL DISTANCE: 42' -3" FEC TRAVEL DISTANCE: 39' -7" LIFE SAFETY LEGEND FEC FIRE EXTINGUISHER CABINET PRIME STRUCTURAL STEEL TO PREPARE FOR 1-HR. FIREPROOFING 1ST FLOOR STRUCTURE AND SLAB ABOVE TO RECEIVE FIREPROOFING PH DOOR W/ PANIC HARDWARE PHHO DOOR W/ PANIC HARDWARE & HOLD OPEN EP PROVIDE EVACUATION PLAN @ COMPLETION OF PROJECT KB KNOX BOX -COORDINATE EXACT PLACEMENT WITH FIRE MARSHAL EXIT EXIT SIGN ST STANDPIPE LOACTIONDOOREXITXX XX XX XX NUMBER OF OCCUPANTS TOTAL WIDTH REQUIRED TOTAL WIDTH PROVIDED MULTIPLIER PER 1005.1 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: G2.01 OCCUPANCY & LIFE SAFETY PLANS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/8" = 1'-0"A1 FIRST FLOOR OCCUPANCY PLAN 1/8" = 1'-0"A3 FIRST FLOOR LIFE SAFETY PLAN No. Description Date 32 THERMAL ENVELOPE LEGEND 1.DOORS SHALL COMPLY WITH ENERGY CODE WHEN REQUIRED. TO RECEIVE HVAC & HEAT TO RECEIVE HEAT ONLY NOTES - - - - - - A2.01 A1 --A2.01C4A2.01 A4 A2.01 C1 FIRST FLOOR 0" TOP OF WALL 9' -4" FIRST FLOOR 0" TOP OF WALL 9' -4" Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: G3.01 THERMAL ENVELOPE 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/8" = 1'-0"A1 THERMAL ENVELOPE - PLAN 1/4" = 1'-0"C3 THERMAL ENVELOPE - TRANSVERSE SECTION 1/4" = 1'-0"A3 THERMAL ENVELOPE - LONGITUDINAL SECTION No. Description Date 33 1. HOLD TOP OF STUDS DOWN 3/4" FROM TOP RUNNER WHERE PARTITION EXTENDS TO STRUCTURE ABOVE. 2. ALL SEALANT SHALL BE CONTINUOUS. 3. ALL SOUND RATED PARTITIONS SHALL EXTEND FROM FINISHED FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH ACOUSTIC SEALANT UNLESS NOTED OTHERWISE. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC. IN SUCH SEALED OFF WALLS OR PARTITIONS SHALL BE LIKEWISE SEALED OFF ALONG THE PERIMETER OF THE PENETRATIONS. 4. ALL FIRE AND/OR SMOKE RATED PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS UNDERSIDE OF STRUCTURE OR DECK, AND BE ENTIRELY SEALED OFF WITH CONTINUOUS SAFING MATERIAL. SAFING MATERIAL SHALL BE HELD IN PLACE WITH A FIRE STOPPING MATERIAL ON BOTH SIDES, SUCH AS RATED GYPSUM WALL BOARD OR LISTED FIREPROOFING MATERIAL. 5. ALL MANUFACTURED SOUND RATED STC WALLS OR PARTITIONS SHALL HAVE CLOSURE GASKETS AT TOP, BOTTOM, AND SIDES WHERE A SOUND LEAK WOULD OTHERWISE EXIST. ALL PENETRATIONS THROUGH SUCH PARTITIONS SHALL BE GASKET SEALED ALONG THE PENETRATION PERIMETER. 6. STRUCTURAL STUDS (20 GAUGE MINIMUM) SHALL BE USED W HERE ANY NON- SELF SUPPORTING WALL-HUNG FIXTURES, EQUIPMENT, OR CABINETRY OCCUR AND SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE. SEE TYPICAL SUPPORT DETAILS FOR WALL MOUNTED ITEMS. 7. ALL 20 GAUGE METAL STUD FRAMED PARTITIONS SHALL BE BRACED ABOVE FINISHED CEILINGS. BRACING SHALL BE AS FOLLOWS: ATTACH A 3-5/8" METAL STUD HORIZONTALLY AND CONTINUOUSLY TO PARTITION 8" MAX ABOVE FINISHED CEILING. THEN PROVIDE A 3-5/8" METAL STUD KICKERS AT 45 TO STRUCTURE AT 4'-0" O.C. KICKERS SHALL HAVE CLIP ANGLES (14 GA) WITH TWO 1/4" ANCHORS -ALL KICKER LOCATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES PERFORMING WORK ABOVE CEILING. SEE ALTERNATE STANDARD BRACING DETAIL. 9.ALL RATED PARTITIONS SHALL BE IDENTIFIED ABOVE HUNG CEILINGS. 10.SEE ROOM FINISH SCHEDULE FOR ADDITIONAL REQUIREMENTS FOR FINISH. MATERIALS SUCH AS CERAMIC TILE, PANELING, ETC. WHICH ARE NOT SHOWN OR INCLUDED IN THESE PARTITION TYPES. 11.WHERE PARTITION TYPES CHANGE IN A STRAIGHT RUN, THE EXPOSED OR MOST IMPORTANT EXPOSED FINISH FACE AND NOT NECESSARILY THE CENTERLINE OF STUDS, SHALL ALIGN. REVIEW CASES WHICH ARE UNCLEAR WITH THE ARCHITECT PRIOR TO CONSTRUCTING THESE PARTITIONS. 12.WHERE ITEMS ARE RECESSED INTO RATED PARTITIONS, PROVIDE BOXING, INSULATION ETC. AS REQUIRED TO MAINTAIN THE FIRE RESISTANCE RATING. SEE TYPICAL RECESS FRAMING DETAIL. GENERAL NOTES: 1. 2. 3. 4. 5. 6. FOR COMMON INTERIOR WALLS, PARTITIONS, AND FLOOR/CEILING ASSEMBLIES BETWEEN ADJACENT DWELLING UNITS OR BETWEEN DWELLING UNITS AND ADJACENT PUBLIC AREAS SUCH AS HALLS, CORRIDORS, STAIRS OR SERVICE AREAS, REFER TO SECTION 1207 OF THE 2018 NCSBC FOR MINIMUM AIRBORNE SOUND AND STRUCTURE-BORNE SOUND RATINGS. STUD SPACING IN ASSEMBLIES SHALL COMPLY WITH UL ASSEMBLY REQUIREMENTS, REFER TO STRUCTURAL DRAWINGS FOR ACTUAL SPACING. GC SHALL INSTALL ALL RATED ASSEMBLIES PER UL RATED ASSEMBLIES INDICATED ON DRAWINGS * ASTERISK DENOTES ONE HALF OF A SPLIT UL ASSEMBLY SUCH AS AT COLUMN ENCLOSURES, BRACE FRAME ENCLOSURES, ETC. USE OF WATER RESISTANT BACKER BOARD MAY BE LIMITED TO ONLY THOSE AREAS OF A WALL WHICH ARE SCHEDULED TO OR INDICATED BY DETAILS TO RECEIVE CERAMIC TILE FINISH MOISTURE AND MOLD RESISTANT GYPSUM WALL BOARD TO BE USED ON WET WALLS IN BATHROOMS, SHOWER ROOMS, AND LAUNDRY ROOMS. 7.PROVIDE SLOTTED EXPANSION ANCHORS/CLIPS AT TOP PLATE WHERE PARTITION IS SECURED TO BOTTOM CHORD OF ROOF TRUSSES 1XX1X NOMINAL BASE MATERIAL SIZE OR SHAPE BASE WALL MATERIAL HOURLY RATING-NUMBER MODIFIER (SEE PARTITION TYPES) C = CONCRETE M = MASONRY S = STEEL STUD -SINGLE SC = STEEL STUD -DOUBLE (CHASE) SF = STEEL FURRING SW = STEEL SHAFTWALL CH STUD W = WOOD STUD -SINGLE WC = WOOD STUD -DOUBLE (CHASE) WF = WOOD FURRING PARTITION KEY 0 = UNRATED 1 = 1 HOUR 2 = 2 HOUR 3 = 3 HOUR 4 = 4 HOUR FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 3 5/8" MTL. STUDS AT 16" O.C. SOUND ATTENUATION BATT INSULATION 5/8" GWB (EACH SIDE) BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP ACOUSTICAL SEALANT NOT RATED ACOUSTICAL SEALANT 4 7/8" STC RATING: 43 SOUND TEST: NGC 2016041 FLOOR RUNNER TRACK CEILING RUNNER TRACK FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 3 5/8" MTL. STUDS AT 16" O.C. SOUND ATTENUATION BATT INSULATION 5/8" GWB BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP ACOUSTICAL SEALANT NOT RATED 4 1/4" ACOUSTICAL SEALANT FLOOR RUNNER TRACK CEILING RUNNER TRACK FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 3 5/8" MTL. STUDS AT 16" O.C. SOUND ATTENUATION BATT INSULATION BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP ACOUSTICAL SEALANT NOT RATED 4 1/4" ACOUSTICAL SEALANT FLOOR RUNNER TRACK CEILING RUNNER TRACK MOISTURE & MOLD RESISTANT BACKER BOARD FOR CERAMIC TILE FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 6" MTL. STUDS AT 16" O.C. SOUND ATTENUATION BATT INSULATION 5/8" GWB BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP ACOUSTICAL SEALANT NOT RATED 6 5/8" ACOUSTICAL SEALANT FLOOR RUNNER TRACK CEILING RUNNER TRACK FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 6" MTL. STUDS AT 16" O.C. SOUND ATTENUATION BATT INSULATION 5/8" GWB (EACH SIDE) BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP ACOUSTICAL SEALANT NOT RATED ACOUSTICAL SEALANT 7 1/4" STC RATING: 40 SOUND TEST: NGC 2013022 FLOOR RUNNER TRACK CEILING RUNNER TRACK FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 2 1/2" MTL. STUDS AT 16" O.C. SOUND ATTENUATION BATT INSULATION 8" CMU BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP ACOUSTICAL SEALANT NOT RATED ACOUSTICAL SEALANT FLOOR RUNNER TRACK CEILING RUNNER TRACK 5/8" GWB 2" RIGID INSULATION BRICK VENEER FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 8" CMU BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP ACOUSTICAL SEALANT NOT RATED ACOUSTICAL SEALANT 3/4" PLYWOOD FINISH 2" RIGID INSULATION BRICK VENEER FLOOR STRUCTURE (SEE STRUCTURAL DRAWINGS) FINISH PER SCHEDULE FLOOR BASE-FINISH PER SCHEDULE 6" MTL. STUDS AT 16" O.C. SOUND ATTENUATION BATT INSULATION 5/8" GWB BOTTOM OF RATING OR STRUCTURAL ABOVE (SEE STRUCTURAL DRAWINGS) CEILING HEIGHT PER RCP NOT RATED 6 5/8" FLOOR RUNNER TRACK CEILING RUNNER TRACK 3/4" PLYWOOD STORAGE SIDE Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: G4.01 PARTITION TYPES AND SHELL ASSEMBLIES 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1 1/2" = 1'-0" PARTITION - 0S3 1 1/2" = 1'-0" PARTITION - 0SF3 1 1/2" = 1'-0" PARTITION - 0SF3B 1 1/2" = 1'-0" PARTITION - 0SF6 1 1/2" = 1'-0" PARTITION - 0S6 1 1/2" = 1'-0" 0M8A 1 1/2" = 1'-0" 0M8B No. Description Date 1 1/2" = 1'-0" PARTITION - 0S6A 34 WATER CLOSET SINK (WALL MTD.) COAT HOOK TOILET TISSUE DISPENSER SURFACE MOUNTED (DOUBLE) WALL MTD LIQUID SOAP DISPENSER *TA9A COUNTER MOUNTED MIRROR W/ WOOD FRAME GRAB BAR 36" HORIZONTAL GRAB BAR 42" HORIZONTAL LIGHT SWITCH ELEC. OUTLETS TELE/DAT A OUTLETS THERMOSTAT CARD READER KEY PAD DOOR ACCESS AUTO DOOR PUSH PLATE SIGNAGE/ GRAPHICS/ PLAQUES - GAS ALARM PANEL GAS ZONE VALVE INTERCOM WALL MOUNTED PHONE VISUAL STROBE FIRE ALARM AUDIO/VISUAL FIRE ALARM HVAC FIRE DAMPER MONITOR AT DAMPER LOCATION SECURITY STROBE LIGHT (BLUE LIGHT) FIRE EVACUATION PLAN & STAIR SIGNAGE FIRE ALARM PULL STATION FIREMAN'S TELEPHONE JACK ELECTRICAL PANEL BOARD (NON- PROTRUDING)STANDARD1' - 5" ELECTRICAL PANEL BOARD (PROTRUDING)T.O.SINK2' - 10" MAX.5' - 6"1' - 9"TO REFL 3' - 4"2' - 10"2' - 10"SURFACE4' - 0"1' - 6"TO TOP4' - 4"TO TOP4' - 4"TO TOP4' - 4"TO TOP4' - 4"10" WIDTH SCHED.TO CENTERLINE5' - 0"OF REQ'D SIGNAGETO CENTERLINE4' - 0"TO TOP5' - 0"TO TOP5' - 0"TO TOP5' - 0"6' - 8"TO BOTTOM6' - 8"6' - 8"6' - 8"5' - 0"4' - 0"LOCATION OF EVACUATION PLAN IF COMBINED WITH STAIR SIGNAGE TO BOTTOM3' - 6"5' - 0"6' - 6"5' - 9"MAX2' - 3"E E D D ALL SIGNAGE TO COMPLY WITH ICC ANSI A117.1 2009 3' - 3 1/16"GRAB BAR 18" VERTICAL DRINKING FOUNTAIN3' - 0"2' - 6"REQUIREMENTSHEIGHT PER ADAFIRE EXTINGUISHER CABINET (FEC) FIRE EXTINGUISHER CABINET W/ SAFETY STATION (FEC SS) NOTE: MAXIMUM HEIGHT FOR TOP OF FIRE EXTINGUISHER IS 60" FOR 40 LB. MAX. HT. IS 42" FOR 41 LB. AND OVER3' - 6"SEE NOTE4"Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: G4.02 MOUNTING HEIGHTS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/4" = 1'-0" TYPICAL MOUNTING HEIGHTS No. Description Date 35 CONCRETE CONSTRUCTION JOINTS 1. CONTRACTOR SHALL PROVIDE NECESSARY CONSTRUCTION JOINTS IN MONOLITHIC CONCRETE POURS SO THAT THE QUALITY OF PLACEMENT AND FINISH MEETS THE REQUIREMENTS OF PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT A PLAN SHOWING THE LOCATION OF ALL CONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER FOR APPROVAL. 2. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL VERTICAL CONSTRUCTION JOINTS IN SLABS AND BEAMS SHALL BE MADE WITH BULKHEADS. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SHALL BE AS SPECIFIED BY THE STRUCTURAL ENGINEER. SEE TYPICAL CONSTRUCTION JOINT DETAILS. STRUCTURAL MASONRY 1. ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REFERENCED EDITION OF THE BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402|602). 2. LOAD BEARING MASONRY WALLS, PILASTERS, PIERS, RETAINING WALLS, FOUNDATION WALLS AND ANY OTHER MASONRY SO DESIGNATED ON DRAWINGS IS CONSIDERED HERE TO BE STRUCTURAL MASONRY. 3. REQUIRED COMPRESSIVE STRENGTH OF MASONRY UNITS: SOLID CLAY UNITS -6,200 PSI CONCRETE UNITS -2,000 PSI ON NET AREA 4. CONCRETE MASONRY UNITS (CMU) SHALL BE LIGHT WEIGHT (105 PCF) CONFORMING TO ASTM C90. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR UNIT SIZE, FACE, COLOR, JOINTING, ETC. 5. MORTAR SHALL BE TYPE S, ASTM C270. 6. GROUT FOR REINFORCED MASONRY SHALL BE FINE GROUT, ASTM C476. MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL BE 2,000 PSI. 7. MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'm) OF THE MASONRY WALLS SHALL BE 2,000 PSI. MASONRY STRENGTH SHALL BE DETERMINED BY THE UNIT STRENGTH METHOD OR THE PRISM TEST METHOD AS DESCRIBED BY ACI 530. 8. REINFORCING: TYPICAL -ASTM A615, GRADE 60 ALL REINFORCING TO BE WELDED -ASTM A706 9. REFER TO THE DRAWINGS FOR REINFORCING LAP TYPICAL DETAIL AND SCHEDULE REQUIREMENTS. 10. MAXIMUM HEIGHT TO WHICH MASONRY SHALL BE LAID BEFORE GROUTING IS 5 FEET ABOVE CONSTRUCTION SURFACE OR PREVIOUSLY GROUTED MASONRY. IF GROUT POUR HEIGHT EXCEEDS 5 FEET, THEN "HIGH LIFT" GROUTING PROCEDURE MUST BE FOLLOWED. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF EACH GROUT POUR HEIGHT. CLEANOUT OPENINGS SHALL BE PROVIDED AT EACH CELL TO BE FILLED WITH GROUT. 11. ALL GROUT PLACED OVER 12" IN HEIGHT SHALL BE MECHANICALLY CONSOLIDATED DURING GROUTING. GROUT SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. 12. MAXIMUM GROUT LIFT (GROUT POURED IN ONE CONTINUOUS OPERATION) IS 5 FEET. THIS LIMIT ALSO APPLIES TO "HIGH LIFT" GROUTING. 13. REINFORCE MASONRY WHERE SHOWN ON STRUCTURAL DRAWINGS. TIE REINFORCING IN POSITION AND PLACE GROUT AROUND REINFORCING. DO NOT PUSH REINFORCING DOWN INTO PREVIOUSLY PLACED GROUT FILL. SET BOLTS SIMILARLY. 14. TIE MASONRY WYTHES WITH HORIZONTAL REINFORCING AS SPECIFIED. 15. PROVIDE VERTICAL BARS, SIZE MATCHING WALL REINFORCING, AT ALL CORNERS, ENDS OF WALLS, EACH SIDE OF CONTROL JOINTS AND EACH SIDE OF WALL OPENINGS. TIE EACH BAR TO THE FOUNDATION WITH A MATCHING DOWEL. 16. ALL CORNERS OF STRUCTURAL MASONRY WALLS SHALL BE CONSTRUCTED BY INTERLOCKING COURSES. AT INTERSECTIONS WHERE SEQUENCING OR BLOCK COURSING PROHIBITS INTERLOCKED CONSTRUCTION SEE ALTERNATE DETAILS HEREIN. 17. ALL LINTELS TO BEAR 8" MINIMUM EACH SIDE OF OPENING, UNLESS NOTED OTHERWISE. 18. GROUT ALL MASONRY WALLS AND CAVITY BELOW GRADE SOLID. GROUT ALL WALLS ABOVE GRADE AT THE REINFORCED CELLS (MINIMUM) OR AS INDICATED IN SPECIFIC SECTIONS. 19. ONE 3/4"Ø (MAXIMUM) VERTICAL CONDUIT ALLOWED IN ANY REINFORCED CELL PROVIDED 1" CLEAR IS MAINTAINED BETWEEN REINFORCING AND CONDUIT. NO OTHER VERTICAL OR HORIZONTAL CONDUITS, PIPES, OR SLEEVES SHALL BE LOCATED IN REINFORCED CELLS UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER. CONTRACTOR SHALL COORDINATE LAYOUT TO AVOID REINFORCED CELLS. LIGHT GAUGE COLD-FORMED STEEL TRUSSES 1. ALL TRUSSES AND STRUCTURAL MEMBERS SHALL CONFORM TO THE REFERENCED BUILDING CODE AND SHALL BE MANUFACTURED IN ACCORDANCE WITH THE REFERENCED EDITION OF THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: TOP CHORD DL = 10 PSF (AT ROOF) LL = SEE DESIGN CRITERIA BOTTOM CHORD DL = 10 PSF DL = 250 LB AT ANY POINT (NFPA-13) 3. TRUSS SUPPLIER SHALL CALCULATE UPLIFT LOADS BASED ON THE WIND LOAD CRITERIA LISTED IN THESE GENERAL NOTES. AT A MINIMUM THE TRUSSES SHALL BE DESIGNED FOR A NET WIND UPLIFT LOAD OF PSF UNLESS NOTED OTHERWISE. 4. GABLE END WALL TRUSSES SHALL BE DESIGNED FOR THE COMPONENTS AND CLADDING LOADS OF PSF. DEFLECTION OF THE VERTICAL SUPPORT MEMBERS SHALL BE LESS THAN L/360. SUPPLY BRACING AS REQUIRED FOR LOADS AND DEFLECTION. SEALED CALCULATIONS SHALL BE PROVIDED BY THE TRUSS ENGINEER FOR ALL GABLE END WALL TRUSSES. 5. ALL STEEL SHALL CONFORM TO ASTM A446 WITH G-60 GALVANIZING. 6. ALL REQUIRED BRIDGING SHALL BE DESIGNED AND SUPPLIED BY THE TRUSS MANUFACTURER. 7. SUBMIT SHOP DRAWINGS FOR ALL COLD-FORMED STEEL TRUSSES. SHOP DRAWINGS SHALL INDICATE PLACING OF ALL FRAMING MEMBERS SHOWING TYPE, SIZE, GAUGE, NUMBER, LOCATION AND SPACING. THEY SHALL ALSO INDICATE SUPPLEMENTAL STRAPPING, BRACING, SPLICES, BRIDGING, ACCESSORIES AND DETAILS REQUIRED FOR PROPER INSTALLATION. 8. SHOP DRAWINGS SHALL SHOW SIZE AND LENGTH OF WELDS FOR ALL WELDED CONNECTIONS AND TYPE, SIZE AND NUMBER OF SCREWS FOR ALL SCREWED CONNECTIONS. SUBMIT MANUFACTURER'S DATA GIVING STRENGTH VALUES FOR SCREWS USED. 9. SHOP DRAWINGS SUBMITTED MUST BE PREPARED UNDER THE SUPERVISION OF AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED. 10. ALL LIGHT GAUGE COLD-FORMED STEEL TRUSSES AND CONNECTIONS SHALL BE DESIGNED BY THE SUPPLIER'S ENGINEER. 11. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL THE ERECTION IS COMPLETE. 20 20 CONCRETE | REINFORCING STEEL 1. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REFERENCED EDITION OF THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318). 2. CONCRETE MIXTURES AS REQUIRED (BASED ON CLASS DESIGNATION): CLASS A -FOOTINGS, GRADE/TIE BEAMS NWC 3,000 PSI CLASS C -INTERIOR SLABS ON GRADE NWC 3,000 PSI CLASS F -EXTERIOR SLABS ON GRADE, PADS, TOPPINGS NWC 4,500 PSI 3. REINFORCING: TYPICAL -ASTM A615, GRADE 60 REINFORCING TO BE WELDED -ASTM A706 DEFORMED BAR ANCHORS -ASTM A496 WELDED WIRE FABRIC -ASTM A1064 (FLAT SHEETS ONLY) 4. GROUT UNDER BASE PLATES TO BE HIGH STRENGTH (5,000 PSI), NON-SHRINK. 5. REFER TO THE DRAWINGS FOR REINFORCING LAP REQUIREMENTS. WHERE LAP SPLICES ARE NOT SHOWN, LAP PER ACI 318 OR CRSI STANDARDS. 6. LAP WELDED WIRE FABRIC SHEETS 8" MINIMUM. 7. CLEAR COVER FROM FACE OF CONCRETE: CAST IN PLACE CONCRETE (MEASURE TO OUTERMOST REINFORCING) - CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH/WEATHER 2" FOR #6 BARS AND LARGER, 1 1/2" ELSE CONCRETE NOT EXPOSED TO EARTH/WEATHER 3/4" FOR SLABS AND WALLS, 1 1/2" (TO TIES) FOR BEAMS AND COLUMNS 8. WHERE SCHEDULED BARS ARE NOT PRESENT, PROVIDE CONTINUOUS #5 TOP AND BOTTOM BARS TO SUPPORT STIRRUPS AS REQUIRED FOR THE LENGTH OF THE STIRRUP SPACING IN ALL BEAMS. 9. WALL FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH ADJACENT COLUMN FOOTINGS. 10. PROVIDE VERTICAL DOVETAIL SLOTS AT 24"OC WITH TIES AT 16"OC VERTICALLY IN ALL CONCRETE WALLS BACKING-UP MASONRY VENEER. 11. BAR SUPPORTS FOR CONCRETE EXPOSED TO VIEW SHALL HAVE PLASTIC COATED LEGS OR BE HOT-DIP GALVANIZED AFTER FABRICATION. 12. MECHANICAL AND ELECTRICAL CONDUIT IN SLABS ON GRADE SHALL RUN UNDER TOP LAYER OF SLAB REINFORCING. PROVIDE A MINIMUM OF 1-1/2" CLEAR BETWEEN INDIVIDUAL CONDUITS AND REINFORCING. IF MAXIMUM SIZE OF CONDUIT EXCEEDS ONE THIRD OF THE SLAB DEPTH, ADDITIONAL FRAMING OR REINFORCING MAY BE NECESSARY AT ENGINEER'S DISCRETION. 13. MECHANICAL AND ELECTRICAL CONDUIT IN ELEVATED SLABS IS NOT ALLOWED UNLESS SPECIFICALLY REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT. 14. HEADED CONCRETE ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A108, GRADES 1010, 1015, 1017, OR 1020. STUDS SHALL BE AUTOMATICALLY END WELDED IN THE SHOP OR FIELD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 15. EMBED PLATES MUST BE SET IN THE FORM BEFORE POURING CONCRETE, NOT PLACED INTO TOP OF WET CONCRETE. THE CONTRACTOR SHALL CONTACT THE ARCHITECT FOR CORRECTIVE DETAILS FOR ANY EMBED PLATES LEFT OUT OF CONCRETE POURS. 16. FOR SLABS ON GRADE, SLAB AND FOOTING REINFORCING SHALL BE HELD IN PLACE BY BAR SUPPORTS WITH SAND PLATES, OR PRECAST CONCRETE BAR SUPPORTS AS DESCRIBED IN CHAPTER 3 OF THE CRSI MANUAL OF STANDARD PRACTICE. BAR SUPPORTS SHALL BE SPACED AT A MAXIMUM OF 4'-0"OC BOTH WAYS. ROCKS, CMU, OR CLAY BRICK WILL NOT BE USED AS SUPPORTS. 17. THE CONTRACTOR SHALL ASSUME CONCRETE OVERAGES IN ELEVATED DECK POURS DUE TO MEMBER AND DECK DEFLECTIONS. UNLESS SHOWN ON PLANS, BEAMS ARE NOT CAMBERED. CONCRETE OVERAGES MAY BE CALCULATED BY THE CONTRACTOR FOR BEAM DEFLECTIONS EQUALING L/300 INCLUDING ADDITIONAL DEFLECTIONS DUE TO PONDING AND DECK DEFLECTIONS PER SDI. 18. REBAR SHALL NOT BE HEATED WITH A TORCH IN THE FIELD. 19. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER FAR ENOUGH IN ADVANCE (48 HOURS) OF EACH CONCRETE POUR TO ALLOW AMPLE TIME TO CHECK THE LAYOUT OF THE STEEL BEFORE THE BEGINNING OF THE ACTUAL POUR, BUT NOT PRIOR TO 90% OF THE STEEL HAVING BEEN PLACED. GENERAL 1. THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS (IF PROVIDED). SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE GENERAL NOTES. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL REQUEST NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS. 3. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY REFERENCED ON THE DRAWINGS. 4. WHERE A CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS OCCURS THE MORE STRINGENT REQUIREMENT SHALL APPLY. 5. IF ANY BIDDER IS IN DOUBT AS TO THE INTENT OF THE DRAWINGS OR SPECIFICATIONS, THEY SHALL REQUEST AN INTERPRETATION IN WRITING PRIOR TO THE SCHEDULED BID DATE. 6. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND GRADE CONDITIONS (BOTH NEW AND EXISTING), REPORTING ANY DISCREPANCIES TO THE ENGINEER OF RECORD PRIOR TO FABRICATION OR PROCEEDING WITH STRUCTURAL WORK. 7. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD PRIOR TO FABRICATION OR PROCEEDING WITH STRUCTURAL WORK. 8. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, FLOOR SLOPES, AND THE LOCATION OF DEPRESSED FLOOR AREAS. FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE NET ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF, ACCORDING TO TABLE 1806.2 OF THE INTERNATIONAL BUILDING CODE. THIS PRESUMPTIVE BEARING PRESSURE MUST BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONCRETE PLACEMENT. THE STRUCTURE AND SITE SATISFY THE FOLLOWING CRITERIA FOR THE USE OF TABLE 1806.2: COLUMN LOADS ARE LESS THAN 50 KIPS, WALL LOADS ARE LESS THAN 3 KLF, AND FINISHED GRADES DO NOT DIFFER FROM NATURAL GRADE BY MORE THAN 5 FEET. 2. FOOTINGS SHALL BE CARRIED TO LOWER ELEVATIONS THAN THOSE SHOWN ON THE DRAWINGS IF REQUIRED BY THE GEOTECHNICAL ENGINEER OR TESTING LAB TO REACH SOIL CAPABLE OF PROVIDING THE DESIGN NET ALLOWABLE SOIL BEARING PRESSURE. ALL EXPANSIVE AND/OR LOOSE SOILS BELOW STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND REPLACED AS DIRECTED HEREIN. 3. MINIMUM SUBGRADE PREPARATION REQUIREMENTS ARE AS FOLLOWS: 1. PREPARE SUBGRADE AND UNDERFLOOR FILL TO A POINT THAT EXTENDS 3'-0" (MINIMUM) BEYOND THE LIMITS OF THE FOUNDATIONS. 2. COMPACT ALL FILL UNDER BUILDING TO 98% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 3. PLACE IN LIFTS OF 8" (MAXIMUM) LOOSE THICKNESS WHEN USING LARGE RIDING COMPACTORS (REDUCE THICKNESS AS NECESSARY FOR SMALLER EQUIPMENT). 4. SLABS ON GRADE SHALL BE SUPPORTED ON A BASE LAYER OF POROUS FILL (WASHED STONE OR CLEAN SAND) WITH A MINIMUM THICKNESS OF 4". 4. FIELD COMPACTION SHALL BE VERIFIED WITH AT LEAST ONE TEST PER 2,000 SQUARE FEET PER LIFT (AT LEAST ONE PER LIFT), IN ACCORDANCE WITH ASTM D1556 (SAND-CONE METHOD), ASTM D6938 (NUCLEAR METHODS, SHALLOW DEPTH), ASTM D2167 (RUBBER BALLOON METHOD), AND/OR ASTM D2937 (DRIVE-CYLINDER METHOD). SEE SPECIFICATIONS FOR OTHER TESTING REQUIREMENTS. 5. WALLS RETAINING SOIL SHALL BE TEMPORARILY BRACED DURING BACKFILLING AND UNTIL ALL SUPPORTING SOIL AND SLABS ARE IN PLACE AND ARE AT DESIGN STRENGTH UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. 6. WALLS RETAINING SOIL HAVE BEEN DESIGNED UTILIZING THE FOLLOWING PARAMETERS: MOIST SOIL UNIT WEIGHT 120 PCF ACTIVE PRESSURE COEFFICIENT 0.33 AT-REST PRESSURE COEFFICIENT 0.55 PASSIVE PRESSURE COEFFICIENT 2.50 COEFFICIENT OF FRICTION 0.35 7. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS OF ALL SUCH CONDITIONS PRIOR TO CONSTRUCTION. 10 50 100 500 EFFECTIVE WIND AREA (SF) 1 2 3 4 5ROOFWALLZONE 2018 NORTH CAROLINA BUILDING CODE (2015 INTERNATIONAL BUILDING CODE WITH REVISIONS) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE/SEI 7-10) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14) BUILDING CODE REQUIREMENTS|SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530|530.1-13) SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-10) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ANSI/AWC NDS-2015) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS (AISI S100-12) DESIGN CRITERIA 1. PROJECT LOCATION: UNION COUNTY, NC 2. APPLICABLE CODES: 3. RISK CATEGORY:II 4. DEFLECTION: FLOOR FRAMING L/240 FOR TOTAL LOADING (1.50" FOR 30' SPAN), L/360 FOR LIVE LOADING (1.00" FOR 30' SPAN) ROOF FRAMING L/180 FOR TOTAL LOADING (2.00" FOR 30' SPAN), L/240 FOR LIVE LOADING (1.50" FOR 30' SPAN) MEMBERS SUPPORTING BRICK L/600 FOR LIVE LOADING (0.60" FOR 30' SPAN) STRUCTURAL DRIFT LIMITS WIND, H/400 (USING V = 115 MPH AND MEAN RECURRENCE INTERVAL OF 50 YEARS) SEISMIC, PER ASCE 7 12.12 5. LIVE LOADS: UNIFORM (PSF)CONCENTRATED (LB) OFFICE 65*2,000 PUBLIC AREAS, LOBBIES 100 2,000 ROOF 20 300 * ADDITIONAL 15 PSF PARTITION LOAD INCLUDED 6. SNOW LOAD: GROUND SNOW LOAD pg = 10 PSF IMPORTANCE FACTOR Is = 1.0 SNOW EXPOSURE FACTOR Ce = 1.0 THERMAL FACTOR Ct = 1.0 FLAT SNOW ROOF LOAD pf = 10 PSF 7. WIND LOAD: BASIC DESIGN WIND SPEED V = 115 MPH (ALLOWABLE STRESS DESIGN WIND SPEED, Vasd = 90 MPH) EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENTS ±0.18 BASE SHEAR (1.0xW)Vx = 12.3k Vy = 4.8k COMPONENTS AND CLADDING - ALL EXTERIOR WALL AND ROOF COMPONENTS AND CLADDING ENGINEERED BY THE COMPONENT MANUFACTURER ARE TO BE DESIGNED BY THE MANUFACTURER'S ENGINEER FOR COMPONENTS AND CLADDING WIND LOADS AS DETERMINED PER THE GOVERNING BUILDING CODE FOR THE ULTIMATE DESIGN WIND SPEED AND EXPOSURE CATEGORY LISTED ABOVE. ALTERNATIVELY, THE COMPONENT MANUFACTURER MAY USE THE WORST-CASE PRESSURES (PSF) BELOW: 8. SEISMIC LOAD: DESIGN METHOD -EQUIVALENT LATERAL FORCE PROCEDURE SS 25.9 %g S1 10.8 %g SDS 27.5 %g SD1 17.0 %g IMPORTANCE FACTOR Ie = 1.00 SITE CLASS D (ASSUMED) SEISMIC DESIGN CATEGORY C SEISMIC FORCE-RESISTING SYSTEM - INTERMEDIATE REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION COEFFICIENT Rx = 3.5 Ry = 3.5 DEFLECTION AMPLIFICATION FACTOR Cdx = 2.25 Cdy = 2.25 SEISMIC RESPONSE COEFFICIENT Csx = 0.079 Csy = 0.079 BASE SHEAR (1.0xE)Vx = 17.3k Vy = 17.3k 9. FUTURE LOADS: UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR FUTURE FLOORS, ROOFS, OR OTHER LOADS. +16 -33 +16 -46 +16 -46 +20 -21 +20 -26 +16 -24 +16 -35 +16 -35 +18 -20 +18 -22 +16 -20 +16 -31 +16 -31 +16 -18 +16 -20 +16 -20 +16 -26 +16 -26 +16 -16 +16 -16 CONTRACTOR RESPONSIBILITY 1. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS (IF PROVIDED) REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE. ALL APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED STRICTLY. 2. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. APPLICATIONS OF CONSTRUCTION LOADS TO THE PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO INCLUDED IN THE DESIGN OF SHORING, BRACING, FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR CONSTRUCTION OF THE STRUCTURE. DURING ERECTION AND UNTIL ALL PERMANENT CONNECTIONS ARE MADE, THE CONTRACTOR MUST PROVIDE TEMPORARY BRACING FOR THE STRUCTURE IN ALL DIRECTIONS UNTIL THE STRUCTURAL WORK IS COMPLETE. 3. ALL INTERIOR HANGING COMPONENTS (CEILING, DUCTWORK, PIPING, EQUIPMENT, ETC.) SHALL BE COORDINATED BY THE CONTRACTOR TO ENSURE LOADS APPLIED TO THE STRUCTURE DO NOT EXCEED THE LIMITS SHOWN IN THE DESIGN CRITERIA OR ELSEWHERE IN THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE CONNECTIONS TO THE SUPPORTING STRUCTURAL ELEMENTS AND THE ADEQUACY OF THE HANGING SYSTEM TO SUPPORT THE COMPONENTS. 4. ALL ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING COMPONENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT FRAME TO THE UNDERSIDE OF STRUCTURE ABOVE, SHALL BE DETAILED AND FRAMED BY THE CONTRACTOR TO ALLOW FOR DEFLECTION OF THE STRUCTURAL FRAMING. SEE THE DESIGN CRITERIA FOR THE LIMITS USED IN THE DESIGN. 5. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ALL REQUIRED OPENINGS. SUPPORT FRAMING FOR ALL OPENINGS SHALL BE PROVIDED AND INSTALLED PER TYPICAL DETAILS HEREIN WHETHER SHOWN ON THESE DRAWINGS OR NOT. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUBCONTRACTORS AND THEIR APPROVED SHOP DRAWINGS PRIOR TO CONSTRUCTION. 6. ALL EXTERIOR WALL AND ROOF COMPONENTS AND CLADDING ENGINEERED BY THE COMPONENT MANUFACTURER ARE TO BE DESIGNED BY THE MANUFACTURER'S ENGINEER FOR COMPONENTS AND CLADDING WIND LOADS NOTED IN THE DESIGN CRITERIA. 7. ALL ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING COMPONENTS ARE TO BE ATTACHED AS REQUIRED BY ASCE/SEI 7 CHAPTER 13, "SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS". EACH INDIVIDUAL CONTRACTOR RESPONSIBLE FOR THE COMPONENT MUST PROVIDE PROJECT SPECIFIC DESIGN AND DOCUMENTATION PREPARED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED. CHAPTER 13 DEFINES THE FORCE REQUIRED TO SUPPORT THE COMPONENT FOR THE ANCHORAGE AND BRACING. THE COST OF PREPARING THIS INFORMATION AND DESIGN SHALL BE INCLUDED IN EACH CONTRACTOR’S BID THAT IS PROVIDING THE COMPONENT. 8. SEVERAL ITEMS NOTED HEREIN (WHERE CHECKED) AND IN THE SPECIFICATIONS REQUIRE THE CONTRACTOR TO ENGAGE A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED, TO PROVIDE DESIGN AND/OR DETAILING OF STRUCTURAL ELEMENTS. SEE INDIVIDUAL NOTES AND SPECIFICATION SECTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. DELEGATED DESIGN ELEMENTS INCLUDE, BUT ARE NOT LIMITED TO: SPECIALTY FOUNDATION SYSTEM POST-TENSIONED CONCRETE (LAYOUT AND STRESSING) STRUCTURAL PRECAST CONCRETE ARCHITECTURAL PRECAST CONCRETE STRUCTURAL STEEL (CONNECTIONS) PREFABRICATED METAL BUILDING STEEL STAIRS AND RAILINGS STEEL JOISTS AND STEEL JOIST GIRDERS ROOF ANCHORS NON-LOAD BEARING COLD-FORMED STEEL LOAD BEARING COLD-FORMED STEEL LIGHT GAUGE COLD-FORMED STEEL TRUSSES PREFABRICATED WOOD TRUSSES ANCHOR TIE-DOWN SYSTEM FOR WOOD SHEAR WALLS REPRODUCTION 1. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREIN AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE ON. ADHESIVE AND MECHANICAL POST-INSTALLED ANCHORS 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH ADHESIVE OR MECHANICAL POST-INSTALLED ANCHORS ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER OF RECORD. 2. PRE-APPROVED MANUFACTURERS ARE HILTI, SIMPSON STRONG-TIE, AND DEWALT. WHERE DETAILS INDICATE SPECIFIC ADHESIVE OR MECHANICAL POST-INSTALLED ANCHORS, IT IS ACCEPTABLE AT THE CONTRACTOR'S OPTION TO SUBMIT AN ALTERNATE SIMILAR PRODUCT PROVIDED BY A DIFFERENT MANUFACTURER AS LONG AS THE MANUFACTURER'S DATA PROVIDES EQUIVALENT LOAD CAPACITY TO THE ANCHOR SPECIFIED. THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED CALCULATIONS THAT DEMONSTRATE THE ALTERNATE PRODUCT IS CAPABLE OF MEETING THE PERFORMANCE OF THE SPECIFIED ANCHOR. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ESR SHOWING COMPLIANCE WITH THE GOVERNING BUILDING CODE FOR SEISMIC USE, LOAD RESISTANCE, INSTALLATION CATEGORY, AND THE AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE, INSTALLATION TEMPERATURE, MOISTURE CONDITION OF CONCRETE, AND DRILLING METHODS. 3. BASIS OF DESIGN FOR ADHESIVE ANCHORS DETAILED ON THE DRAWINGS INCLUDES THE FOLLOWING PARAMETERS: CRACKED CONCRETE; WATER- SATURATED CONCRETE; BASE MATERIAL BETWEEN 25 AND 100 DEGREES FAHRENHEIT; AND HOLES MADE BY HAMMER DRILL, HOLLOW DRILL BIT SYSTEM, OR CORE-DRILLING. 4. INSTALL ANCHORS PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY LAWS. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE ANCHOR BEING INSTALLED. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF ADHESIVE. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL. 5. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 6. WHERE ADHESIVE ANCHORS ARE TO BE INSTALLED IN HOLLOW MATERIAL WITH UNKNOWN CAPACITY, THE CONTRACTOR SHALL INSTALL THE ANCHOR IN STRICT ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. THE ADHESIVE SHALL BE INSTALLED IN THE HOLLOW BASE MATERIAL USING SCREEN TUBES SUPPLIED BY THE MANUFACTURER. THE ADHESIVE SHALL BE CAPABLE OF SUSTAINING MINIMUM TENSION AND SHEAR LOAD CAPACITIES NOTED ON THE DRAWINGS MULTIPLIED BY A FACTOR OF SAFETY OF 4. ALL HARDWARE AND MATERIAL SHALL BE SUPPLIED BY THE ANCHOR MANUFACTURER. 7. CONTRACTOR PERFORMING ADHESIVE WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE ADHESIVE MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS TYPES OF ADHESIVE RELATED WORK REQUIRED IN THIS PROJECT. ALTERNATIVELY, THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE ANCHOR MANUFACTURER TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL ANCHOR PRODUCTS SPECIFIED. DOCUMENTATION THAT ALL PERSONNEL INSTALLING ANCHORS ARE TRAINED SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF ANCHOR INSTALLATION. 8. THE ULTIMATE TENSION AND SHEAR CAPACITIES SHALL BE DETERMINED BY A JOB SITE TEST PERFORMED ON A MINIMUM OF FIVE INSTALLED SAMPLES WHICH ARE REPRESENTATIVE OF THE ACTUAL INSTALLATIONS. TESTING SHALL BE PERFORMED BY THE ADHESIVE ANCHOR MANUFACTURER OR HIS APPROVED REPRESENTATIVE AND SHALL BE DOCUMENTED FOR THE DESIGN PROFESSIONAL. ABBREVIATIONS @ & Ø AB ACI ADDL ADH AFF AISC AISI ALT ARCH ASTM AWS B/ or BOT BCX BFB BFF BLDG BM BOS BRG BTWN CANT CJ CL CLR CMU COL CONC CONN CONST JT CONT CONTR COORD CTRD d DBA DEFL DEPR DET DIAG DIM DIST DWG(S) DWL(S) EA EE EF EJ EL ELEV EMBED ENGR EOD EOS EQ EQUIP EW EXIST EXP EXT FDN FFE FOM FOW FS FTG GA GALV GT AT AND DIAMETER ANCHOR BOLTS AMERICAN CONCRETE INSTITUTE ADDITIONAL ADHESIVE ABOVE FINISHED FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE ALTERNATE ARCHITECT'S / ARCHITECTURAL AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY BOTTOM BOTTOM CHORD EXTENSION BOTTOM FLANGE BRACE BELOW FINISHED FLOOR BUILDING BEAM BOTTOM OF STEEL BEARING BETWEEN CANTILEVER CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION JOINT CONTINUOUS CONTRACTOR COORDINATE CENTERED NAILS (PENNY) DEFORMED BAR ANCHOR DEFLECTION DEPRESSION / DEPRESSED DETAIL DIAGONAL DIMENSION DISTANCE DRAWING(S) DOWEL(S) EACH EACH END EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EMBEDDED / EMBEDMENT ENGINEER EDGE OF DECK EDGE OF SLAB EQUAL EQUIPMENT EACH WAY EXISTING EXPANSION EXTERIOR FOUNDATION FINISHED FLOOR ELEVATION FACE OF MASONRY FACE OF WALL FAR SIDE FOOTING GAUGE GALVANIZED GIRDER TRUSS HD HI HORIZ HSS INT JT K KB KSI LB LBS LLH LLV LO LOC LSH LSV LWC MAX MC MCJ MECH MFR MID MIN MISC MOW MP NA or N/A No or # NS NTS NWC OC OPNG OPP PAF PED PL PSF PSI PT P-T REF REINF REQD SB SCHD SIM SOG SPEC(S) SQ STD STIFF STIRR STL STR T/ TCX TOC TOF TOS TOW TYP UNO VERT VIF W/ WWF WP HEADED HIGH HORIZONTAL HOLLOW STRUCTURAL SECTION INTERIOR JOINT KIP(S) KNEE BRACE KIPS PER SQUARE INCH LONG BAR POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL LOW LOCATION LONG SIDE HORIZONTAL LONG SIDE VERTICAL LIGHT WEIGHT CONCRETE MAXIMUM MOMENT CONNECTION MASONRY CONTROL JOINT MECHANICAL MANUFACTURER MIDDLE MINIMUM MISCELLANEOUS MIDDLE OF WALL MASONRY PILASTER NOT APPLICABLE NUMBER NEAR SIDE NOT TO SCALE NORMAL WEIGHT CONCRETE ON CENTER OPENING OPPOSITE HAND POWDER ACTUATED FASTENER PEDESTAL PLATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POST-TENSIONED REFERENCE REINFORCING REQUIRED SHORT BAR SCHEDULE SIMILAR SLAB ON GRADE SPECIFICATION(S) SQUARE STANDARD STIFFENER STIRRUP(S) STEEL STRUCTURAL TOP TOP CHORD EXTENSION TOP OF CONCRETE TOP OF FOOTING TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WITH WELDED WIRE FABRIC WORK POINT SYMBOL LEGEND SYMBOL MEANING <No>TOP OF FOOTING, GRADE BEAM, PILE CAP, OR DRILLED PIER. ELEVATION RELATIVE TO REFERENCE ELEVATION. STEP IN TOP OF FOOTING ELEVATION, SEE "TYPICAL STEP IN WALL FOOTING" DETAIL. ELEVATION RELATIVE TO REFERENCE ELEVATION. No DEPRESSED OR RAISED SLAB ELEVATION, SEE "TYPICAL STEP IN SLAB ON GRADE" DETAIL. ELEVATION RELATIVE TO REFERENCE ELEVATION. SLOPED | STEPPED SLAB. [No]TOP OF WALL OR PEDESTAL. ELEVATION RELATIVE TO REFERENCE ELEVATION. SPOT ELEVATION. ELEVATION RELATIVE TO REFERENCE ELEVATION. (No) | [+No]TOP OF STEEL/JOIST BEARING ELEVATION | TOP OF STEEL ABOVE STEEL/JOIST BEARING ELEVATION. <No><No> SPAN DIRECTION OF METAL ROOF DECK, SEE "TYPICAL 1 1/2" METAL ROOF DECK" DETAIL. CONSTRUCTION SHALL BE 1 1/2"-22GA METAL ROOF DECK. MP#MASONRY PILASTER TYPE, SEE "TYPICAL MASONRY PILASTERS" DETAIL. ML#MASONRY LINTEL TYPE, SEE "TYPICAL LOAD BEARING LINTELS" DETAIL. BP#STEEL BEARING PLATE TYPE, SEE "TYPICAL STEEL BEAM BEARING" DETAIL. MSW#MASONRY SHEAR WALL TYPE, SEE SCHEDULE. D1 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S0.01 GENERAL NOTES, ABBREVIATIONS, AND SYMBOL LEGEND 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS No. Description Date 36 6" CONCRETE SLAB ON GRADE WF2.0 WF2.0 <-2'-0"><-2'-0">WF2.0WF3.6<-2'-0">27'-4 3/4"11'-4 3/4"7'-3 1/4"43'-8 3/4"62'-4 3/4"1 S2.11 _______ MSW1 MSW1MSW1CMU CJ MSW1 1 S2.11 _______ CMU CJ MSW2CMU CJ CMU CJ 3 S2.11 _______ 1 S2.11 _______ 2 S2.11 _______ 1 S2.11 _______ <-2'-0"> <-2'-8"> <-2'-0"> <-2'-0"> <-2'-8"><-2'-0"><-2'-8"><-2'-0"> <-2'-8"> <-2'-0"> <-2'-0">WF3.6<-2'-0">1'-10 1/2" FOUNDATION PLAN NOTES: 1. SEE S0.01 FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOL LEGEND. 2. REFERENCE FINISHED FLOOR ELEVATION 0'-0". SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 3. SEE S3.01 FOR TYPICAL SLAB CONSTRUCTION DETAILS. 4. TOP OF FOOTING ELEVATION 2'-0" BELOW FINISHED FLOOR ELEVATION, UNO. 5. CONTRACTOR TO COORDINATE ALL THICKENED SLAB LOCATIONS WITH ARCHITECTURAL DRAWINGS AND THE TYPICAL SLAB ON GRADE DETAILS HEREIN. ITEMS REQUIRING THICKENED SLABS MAY INCLUDE (BUT ARE NOT LIMITED TO) MASONRY PARTITIONS, STAIRS, AND INTERIOR BOLLARDS. 6. DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING, UNO. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LOCATIONS AND DIMENSIONS. 7. SLOPE EXTERIOR SLABS, SIDEWALKS, AND PAVING AS INDICATED ON THE ARCHITECTURAL DRAWINGS. LOAD BEARING WALL LEGEND: INDICATES LOAD BEARING WALL. INDICATES LOAD BEARING MASONRY SHEAR WALL. 1 S2.11 _______HIPHIPHIPHIPGIRDER TRUSS GIRDER TRUSS D1LIGHT GAGE METAL ROOF TRUSSES @48"OC D1 D1ML1 ML1ML1ML1ML2ML1ML1ML1ML13 S2.11 _______ 2 S2.11 _______ 1 S2.11 _______LIGHT GAGE METAL ROOF TRUSSES @48"OCML1CMU CJ CMU CJ CMU CJ CMU CJ MSW1 MSW1MSW1MSW1MSW2 1 S2.11 _______ GIRDER TRUSS CHORD OF GIRDER TRUSS DOUBLE 6" RAFTERS CONNECT TO TOP ML1GIRDER TRUSST/CMU = +9'-4" ROOF FRAMING PLAN NOTES: 1. SEE S0.01 FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOL LEGEND. 2. SEE S6.01 FOR TYPICAL ROOF FRAMING DETAILS. 3. SEE 1/S4.01 FOR WALL REINFORCING KEY PLAN. 4. SEE 1/S4.01 FOR MINIMUM SEISMIC REINFORCING REQUIRED AT ALL WALLS. 5. DIMENSIONS ARE TO OUTSIDE FACE OF FRAMING, UNO. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LOCATIONS AND DIMENSIONS. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL ROOF SLOPES. LOAD BEARING WALL LEGEND: INDICATES LOAD BEARING WALL. INDICATES LOAD BEARING MASONRY SHEAR WALL. 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S1.11 FOUNDATION AND ROOF FRAMING PLAN 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 1/8" = 1'-0"S1.11 1 FOUNDATION PLAN 1/8" = 1'-0"S1.11 2 ROOF FRAMING PLAN WALL FOOTING SCHEDULE MARK SIZE REINFORCEMENT WIDTH DEPTH CONTINUOUS TRANSVERSE WF2.0 2'-0" 1'-0" (3)#4 T&B #4@18"OC WF3.6 3'-6" 1'-6" (4)#6 T&B #6@18"OC No. Description Date 37 _____ S3.11 1 _____ S6.01 7 _____ S3.11 3 _____ S6.01 8 _____ S3.11 2 _____ S6.01 9 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S2.11 STRUCTURAL WALL SECTIONS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 3/4" = 1'-0"S2.11 1 SECTION 3/4" = 1'-0"S2.11 3 SECTION 3/4" = 1'-0"S2.11 2 SECTION No. Description Date 38 SLAB REINF, SEE SCHD; TERMINATE AT KEYED JOINT POLYETHYLENE VAPOR BARRIER POROUS SUBGRADE FILL ttsCONSTRUCTION JOINT SLAB REINF, SEE SCHD POLYETHYLENE VAPOR BARRIER POROUS SUBGRADE FILL ttsTYPICAL CONSTRUCTION AT POUR BREAK CONT 1 1/2"x2 1/2" FORMED KEYED JOINT SLAB REINF, SEE SCHD POLYETHYLENE VAPOR BARRIER POROUS SUBGRADE FILL ttsSAWED CONTROL JOINT SAWED 1/8" WIDE JOINT, SEE NOTE 4 NOTES: 1. 't' DENOTES SLAB THICKNESS, SEE PLANS. 'ts' DENOTES POROUS SUBGRADE FILL THICKNESS, SEE "FOUNDATION" GENERAL NOTES. 2. LOCATION OF SLAB ON GRADE CONSTRUCTION JOINTS SHALL BE DETERMINED BY THE CONTRACTOR. JOINT LOCATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. SEE PLANS FOR LOCATION OF CONTROL JOINTS. WHERE NOT SHOWN ON PLAN, CONTACT THE ENGINEER. 4. SAW CUT CONTROL JOINTS WITHIN 8 HOURS OF SLAB POUR. SEE SCHEDULE FOR DEPTH OF CONTROL JOINTS. 5. 15 MIL-THICK POLYETHYLENE VAPOR BARRIER TO BE PLACED UNDER ALL SLABS, TURNDOWNS, TRENCHES, TRENCH DRAINS, GRADE BEAMS, ETC. WHERE SLAB IS THICKER THAN 6", PROVIDE ADDL 1/2"Ø x1'-6" LG GREASED DOWELS @2'-6"OC TYPICAL SLAB ON GRADE REINFORCING (UNO) 6"#3@12"OC EW 2" 1 1/2" THICKER THAN 8" SEE PLAN 1/2" BELOW SAWED CJ t/4 t REINFORCING CLEAR COVER FROM TOP OF SLAB SAWED CJ DEPTH DRILL SLAB AND SET BARS IN APPROVED ADHESIVE #4@18"OC ALL AROUND, TYP ROUGHEN SURFACE OF SLAB; TREAT AS CONST JT #4 CONT ALL AROUND WWF 4x4-W4.0xW4.0 NOTES: 1. THE EXACT SIZE, SHAPE, AND LOCATION OF EQUIPMENT/HOUSEKEEPING PADS SHALL BE DETERMINED BY THE CONTRACTOR AFTER APPROVAL OF EQUIPMENT SHOP DRAWINGS. ANCHOR BOLTS WHERE REQUIRED SHALL BE SIZED AND LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. 6" SLAB ON GRADE, SEE PLAN PLANSEETO 12"PADS UPMAX2 1/2"3/4" CHAMFER, TYP WALL OR OTHER OBSTRUCTION (2)#4 x3'-0" LG ADDL AT ALL CORNERS WHERE NO CJ EXISTS 2"1'-6"1'-6"2"2"SAWCUT TERMINATION OF SAWCUT SAWCUT (2)#4 x3'-0" LG ADDL AT LOC WHERE A CJ TERMINATES NOT AT A SLAB EDGE NOTES: 1. THE EXACT SIZE, SHAPE, AND LOCATION OF EQUIPMENT PADS SHALL BE DETERMINED BY THE CONTRACTOR AFTER APPROVAL OF EQUIPMENT SHOP DRAWINGS. ANCHOR BOLTS WHERE REQUIRED SHALL BE SIZED AND LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. 2. INCREASE DEPTH AS REQUIRED BY THE GEOTECHNICAL REPORT FOR AREA- SPECIFIC FREEZE-THAW DEPTHS. CONCRETE TO BE 4,500 PSI, AIR-ENTRAINED #6@12"OC EA WAY FINISHED GRADE OR PAVING, SEE CIVIL 3/4" CHAMFER, TYP 8"MIN4"SEE NOTE 21'-6" MINTYP 1'-0"CLR3"1 2 OPTION 1 CONCRETE TO BE 4,500 PSI, AIR-ENTRAINED #6@12"OC EA WAY, T&B FINISHED GRADE OR PAVING, SEE CIVIL 3/4" CHAMFER, TYP MIN4"SEE NOTE 21'-6" MINOPTION 2 (2)#6 CONT, TYP 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S3.01 SLAB ON GRADE DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 1" = 1'-0"S3.01 1 TYPICAL SLAB ON GRADE 3/4" = 1'-0"S3.01 3 TYPICAL EQUIPMENT PAD 3/4" = 1'-0"S3.01 4 TYPICAL SLAB AT CORNERS 3/4" = 1'-0"S3.01 8 TYPICAL AT CONTROL JOINT TERMINATION 3/4" = 1'-0"S3.01 9 TYPICAL EXTERIOR EQUIPMENT PAD No. Description Date 39 1 1 CONT FTG REINF, SEE SECTIONS STEP BARS, SIZE AND SPACING TO MATCH FTG REINF CONT FTG REINF, SEE SECTIONS LAP BARS 24" MIN Hx2 2'-0" MAXH, SEE PLANTYP3" CLRHSEE SECTIONSSEE SECTIONSTOF SEE PLAN TOF SEE PLAN SEE SCHEDULE FOR LAP SEE SCHEDULE FOR LAPFOOTING, SEE PLAN AND OTHER DETAILS REBAR, SEE OTHER SECTIONS MATCH BAR SIZE SEE SCHEDULE FOR LAP SEE SCHEDULE FOR LAPREBAR, SEE OTHER SECTIONS MATCH BAR SIZE MIN 2'-0" 2'-0" MAX AS REQD MIN 2'-0" FOUNDATION WALL, SEE OTHER SECTIONS SECTIONSSEELAP TO MATCH FTG REINF SLEEVE THRU WALL MIN 2" LARGER THAN PIPE; MAINTAIN 6" CLR DIST BTWN PIPE AND FTG UTILITY PIPING, SEE OTHER DWGS TYP FTG REINF, SEE OTHER SECTIONS 1 1 8" CMU LINTEL W/(2)#5; MIN 8" BEARING EA END PIPE THRU FOOTING TOF SEE PLAN CONCRETE REINFORCING DOWEL EMBEDMENT EMBEDMENT, "D" f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI #3 6" BAR SIZE LEG DIM, "L" 6"6" 6" #4 8"8"7" 6" #5 10"10"9"8" #6 12"12" 10" 9" #7 14" 14" 12" 11" #8 16" 16" 14" 12" #9 19" 18" 15" 14" #10 22" 20" 17" 15" #11 24" 22" 19" 17" "D"SPLICE LENGTH, SEE MASONRY OR CONCRETE REINFORCING SPLICE SCHD "L" "R"CONCRETE COLD JOINT "R" = BAR RADIUS PER ACI 315 NOTES: 1. FOR CONCRETE STRENGTHS NOT PROVIDED, USE THE EMBEDMENT LENGTH FOR THE LOWER CONCRETE STRENGTH AS SHOWN IN THE TABLE. 2. DOWEL LENGTHS BASED ON NORMAL WEIGHT CONCRETE. FOR LIGHT WEIGHT, INCREASE DOWEL LENGTH "D" BY 30%. 3. SIDE COVER ON BARS MUST BE GREATER THAN 2 1/2". END COVER ON 90° HOOKED BARS MUST BE GREATER THAN 2". 4. FOR EPOXY-COATED BARS, INCREASE THE DOWEL LENGTH "D" BY 20%. CONCRETE REINFORCING SPLICES f'c = 3,000 PSI f'c = 5,000 PSI #3 BAR SIZE 1'-10"1'-5" #4 2'-4"1'-10" #5 3'-0" 2'-4" #6 3'-7" 2'-9" #7 5'-2" 4'-1" #8 5'-11" 4'-8" #9 6'-6" 5'-3" #10 7'-6" 5'-10" #11 8'-4" 6'-6" f'c = 4,000 PSI 1'-7" 2'-1" 2'-7" 3'-1" 4'-6" 5'-2" 5'-10" 6'-6" 7'-3" SPLICE LENGTH NOTES: 1. FOR CLASS B LAP SPLICE, SPLICE LENGTH = 1.3 x DEVELOPMENT LENGTH. 2. APPLIES TO BOTTOM BARS ONLY (LESS THAN 12" OF FRESH CONCRETE BELOW BAR). 3. APPLIES WHERE THE CLEAR COVER IS GREATER THAN THE BAR DIAMETER. 4. WHEN MORE THAN 12" OF FRESH CONCRETE BELOW SPLICE, THEN INCREASE SPLICE TO 1.3 x SPLICE LENGTH. 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S3.02 FOUNDATION DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 3/4" = 1'-0"S3.02 3 TYPICAL STEP IN WALL FOOTING 3/4" = 1'-0"S3.02 4 TYPICAL FOOTING CORNER 3/4" = 1'-0"S3.02 7 TYPICAL UTILITY BELOW FOOTING 3/4" = 1'-0"S3.02 2 DOWEL EMBEDMENT LENGTH SCHEDULE 3/4" = 1'-0"S3.02 5 CONCRETE REINFORCING SPLICE SCHEDULE No. Description Date 40 SEE SECTION BEYOND FOR FTG INFORMATION SLAB ON GRADE, SEE PLAN ARCH DWGSSEE8" CMU, GROUT SOLID CONST JT PAVING, SEE CIVIL #4 NOSING BAR CONT SLOPE 6" CMU, GROUT SOLID FFE SEE PLAN TOF SEE PLAN8"SEE SCHDSEE SCHD MASONRY VENEER W/ TIES @16"OC, SEE ARCH FINISH GRADE, SEE CIVIL GROUT SOLID BELOW GRADE 8" CMU, SEE SCHD FOR REINF EJ MATERIAL SLAB ON GRADE, SEE PLAN GROUT CMU SOLID BELOW GRADE 4" CMU GROUTED SOLID SEE FTG SCHD FOR REINF DOWELS TO MATCH SIZE AND SPACING OF VERT REINF, CENTER IN WALL8" MINFFE SEE PLAN TOF SEE PLAN SEE SCHDSEE SCHD EQ EQ WALL BEYOND PAVING, SEE CIVIL 6" CMU, GROUT SOLID SLAB ON GRADE, SEE PLAN 8" CMU, GROUT SOLID SEE SECTION BEYOND DOOR FOR FTG LOCATION AND INFO #4 NOSING BAR FFE SEE PLAN TOF SEE PLAN SEE SCHDSEE SCHD 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S3.11 TYPICAL FOUNDATION DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 3/4" = 1'-0"S3.11 3 TYPICAL SLAB ON GRADE AT DOOR 3/4" = 1'-0"S3.11 1 TYPICAL EXTERIOR CMU WALL FOOTING 3/4" = 1'-0"S3.11 2 TYPICAL SLAB ON GRADE AT PAVING No. Description Date 41 (2)#5 (MIN) WITHIN 16" OF TOP OF PARAPET (1)#5 (MIN) TOP AND BOT OF OPNGS WIDER THAN 16" CONTROL JOINT (CJ) DOWELS INTO FTG TO MATCH SIZE AND SPACING OF VERT REINF; PROVIDE STD HOOK SEE INDIVIDUAL WALL SECTIONS FOR ROOF CONN DETAILS AND REINF REQUIREMENTS VERT BAR WITHIN 8" OF CORNERS AND ENDS OF WALLS; MATCH TYP BAR SIZE OF WALL VERT BAR FULL HEIGHT EA SIDE OF OPNGS WIDER THAN 16"; MATCH TYP BAR SIZE OF WALL NOTES: 1. REINFORCING SHOWN IS A MINIMUM REQUIREMENT, INDIVIDUAL WALL SECTION REINFORCING REQUIREMENTS (SUCH AS NUMBER OR SIZE OF BARS) SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS SHOWN HEREIN. SEE INDIVIDUAL WALL SECTIONS AND SCHEDULES FOR VERTICAL REINFORCING REQUIREMENTS. 2. ALL DISCONTINUOUS REINFORCEMENT SHALL BE LAPPED PER MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE. 3. VERTICAL STEEL MUST BE SECURED IN PLACE BEFORE THE BLOCKS ARE LAID. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS THROUGH MASONRY LINTELS AND BOND BEAMS, UNO. 4. AT OPENINGS WHERE STEEL BEAM LINTELS ARE PROVIDED, REINFORCE THE JAMB CELL TO THE BEARING ELEVATION OF THE LINTEL, AND REINFORCE THE NEXT ADJACENT CELL PAST THE END OF THE BEAM FULL HEIGHT AS SHOWN IN THIS DETAIL. 5. DETAIL DOES NOT APPLY TO INTERIOR NON-LOAD BEARING PARTITION WALLS. 6. PROVIDE MINIMUM (2) LEGS OF W1.7 HORIZONTAL JOINT REINFORCING @ 16"OC VERTICALLY. 24" OR 40 BAR Ø GREATER OF VERT BARS WITHIN 8" OF CONTROL JOINT (CJ) GENERAL GROUTING REQUIREMENTS: 1. ALL REINFORCED CELLS SHALL BE GROUTED SOLID. 2. REINFORCING BARS SHALL BE IN PROPER POSITION PRIOR TO PLACEMENT OF GROUT, NOT PUSHED DOWN INTO PREVIOUSLY PLACED GROUT. SAME REQUIREMENT APPLIES FOR EMBEDDED BOLTS AND FASTENERS. 3. MORTAR BEDDING UNDER THE FIRST COURSE OF BLOCK CELLS TO BE GROUTED SHALL PERMIT GROUT TO COME INTO DIRECT CONTACT WITH FOUNDATION. 4. PLACE MORTAR ON CROSS WEBS ADJACENT TO ALL GROUTED CELLS. 5. MORTAR THAT PROJECTS MORE THAN 1/2" INTO CELLS THAT ARE TO BE GROUTED SHALL BE REMOVED. 6. GROUTED CELLS SHALL BE MECHANICALLY VIBRATED DURING PLACEMENT OF GROUT. TEN MINUTES AFTER PLACING GROUT, EACH GROUTED CELL SHALL BE RECONSOLIDATED WITH A VIBRATOR. 7. METAL LATH SHALL BE PLACED UNDER ALL BOND BEAMS IN ORDER TO CONTAIN GROUT. FELT OR OTHER BOND BREAKING MATERIAL IS NOT PERMITTED. AS AN ALTERNATIVE TO THIS, "U"-SHAPED LINTEL BLOCKS MAY BE USED FOR BOND BEAMS. 8. EITHER LOW LIFT GROUTING OR HIGH LIFT GROUTING PROCEDURES MAY BE UTILIZED, AT THE CONTRACTOR'S OPTION. LOW LIFT GROUTING PROCEDURE: 1. LAY WALL TO MAXIMUM OF 5'-0". 2. CLEAN MORTAR AND OTHER DEBRIS FROM CELLS TO BE GROUTED. 3. PLACE REINFORCING BARS IN PROPER POSITION. 4. PLACE GROUT UP TO LIFT HEIGHT AND VIBRATE. HIGH LIFT GROUTING PROCEDURE: 1. CLEANOUT OPENINGS SHALL BE PROVIDED IN THE FACE SHELLS OF THE BOTTOM COURSE OF ALL CELLS TO BE GROUTED. OPENINGS SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF DEBRIS. 2. LAY WALL TO MAXIMUM POUR HEIGHT AND CLEAN DEBRIS FROM OPENINGS. PLACE REINFORCING BARS IN PROPER POSITION. 3. CLEAN MORTAR AND OTHER DEBRIS FROM CELLS TO BE GROUTED. 4. MASONRY SHALL CURE A MINIMUM OF 4 HOURS PRIOR TO GROUTING. 5. PLACE GROUT TO THE FOLLOWING HEIGHTS: MAXIMUM LIFT HEIGHT IS 5'-0"; MAXIMUM POUR HEIGHT IS 12'-0" UNLESS EXPRESSLY COORDINATED WITH THE STRUCTURAL ENGINEER. 6. AFTER THE LIFT IS POURED, VIBRATE TO ELIMINATE ALL AIR VOIDS. WAIT BETWEEN 3 AND 10 MINUTES, THEN RECONSOLIDATE BY VIBRATING AGAIN. CONTINUE THIS PROCEDURE FOR FULL POUR HEIGHT. RECONSOLIDATE THE PRIOR LIFT BY EXTENDING THE VIBRATOR THROUGH THE CURRENT LIFT INTO THE PREVIOUS LIFT. 7. GROUT SLUMP MUST BE MAINTAINED BETWEEN 10 AND 11 INCHES FOR HIGH LIFT GROUTING. STOP LIFTS 1 1/2" (MIN) ABOVE OR BELOW BED JOINT TO FORM A SHEAR KEY CONTINUOUS VERT REBAR FULL POUR HEIGHT GROUTED CELLS DOWELS TO MATCH SIZE AND SPACING OF VERT REINF; PROVIDE STD HOOK PROVIDE CLEANOUT FOR HIGH LIFT GROUTING WITH MIN OPENING DIMENSION OF 3"x3" REBAR MUST EXTEND ABOVE THE POUR HEIGHT SUFFICIENT FOR LAP SPLICE LENGTH LIFTLIFTPOUR HEIGHTPROVIDE FULL WEB MORTAR BEDDING AT GROUTED CELLS MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE #8 VERTICAL REINFORCING MASONRY WALL SEE DOWEL EMBEDMENT LENGTH SCHEDULE LENGTHLAP SPLICELENGTHLAP SPLICE#7 #6 #5 #4 #3 BAR SIZE 48" 42" 36" 30" 24" 18" LAP SPLICE NOTES: 1. PROVIDE DOWELS TO FOUNDATION MATCHING SIZE OF VERTICAL REINFORCING, TYPICAL. SEE GENERAL NOTES OR MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE FOR LAP REQUIREMENTS. VERTICAL REINF, SEE OTHER DETAILS HORIZONTAL JOINT REINF PROVIDE VERTICAL REINF BAR IF END OF WALL REINF IS NOT SPECIFIED LAP JOINT REINF AT CORNERS, TYP NOTES: 1. PROVIDE DOWELS TO FOUNDATION MATCHING SIZE OF VERTICAL REINFORCING, TYPICAL. SEE GENERAL NOTES OR MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE FOR LAP REQUIREMENTS. 2. ALL CONTROL JOINT LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. FOR INTERIOR PARTITION WALLS, JOINTS SHALL HAVE A MAXIMUM SPACING DETERMINED FROM THE LESSER OF 1 1/2 TIMES THE WALL HEIGHT AND 25 FEET. FOR STRUCTURAL WALLS, CONTACT THE ENGINEER OF RECORD IF JOINTS ARE NOT LOCATED ON PLAN. 3. MASONRY WALL CONTROL JOINTS SHALL NOT BE LOCATED WITHIN 24" OF THE EDGES OF WALL OPENINGS. 4. DO NOT INSTALL CONTROL JOINTS IN STAIR OR ELEVATOR CORE WALLS. 5. MASONRY WALL CONTROL JOINTS DO NOT NECESSARILY ALIGN WITH VENEER CONTROL JOINT LOCATIONS. DO NOT INSTALL MASONRY WALL CONTROL JOINTS ONLY AT VENEER JOINT LOCATIONS. 6. WHERE A CONTROL JOINT OCCURS WITHIN A MASONRY SHEAR WALL, END WALL REINFORCING MUST BE INSTALLED ON EACH SIDE OF THE JOINT. VERTICAL REINF, SEE OTHER DETAILS REINF CELLS ADJACENT TO JOINT USING QUANTITY AND SIZE BARS INDICATED IN OTHER DETAILS JOINT, SEE ARCH FOR LOCATIONS STOP JOINT REINF AT CONTROL JOINT, TYP; BOND BEAMS AT FLOORS AND TOW SHALL BE CONT THRU JOINT HORIZONTAL JOINT REINF PLAN 8" CMUSEE SCHEDULEVERTICAL JOINT REINF (SEE SCHEDULE FOR SIZE & SPACING) SEE SCHEDULE FOR VERTICAL REINFORCING CENTERED IN CELL GROUTED SOLID BOND BEAM REINF BOND BEAM SHOWN FILLED WITH GROUT LAP SPLICE LAP SPLICECORNER BAR TO MATCH BOND BEAM REINFSECTION A-AAA VERT REINF ABOVE LINTEL TO MATCH TYPICAL REINF OF ADJACENT WALL FULL HEIGHT JAMB REINF; GROUT CELLS FULL HEIGHT AT REINF HORIZ REINF AT OPENING HEAD AND SILL, EXTEND PAST OPENING AS REQD BY MINIMUM CMU WALL REINF DETAIL VERT REINF ABOVE LINTEL TO MATCH TYPICAL REINF OF ADJACENT WALL FOR DEPTHSEE LINTEL SCHDMONOLITHICALLY GROUTED LINTEL, SEE LINTEL SCHD FOR REINF EDGE OF OPENING JAMB CELL OPENING SEE SCHDDEPTHSEE SCHD WIDTH 2"SECTION A-A SECTION A-AA A SEE OTHER DETAILS FOR TYP REINF (NOT SHOWN) 3/4"Ø x6" LONG HEADED STUDS @16"OC 8" DEEP BOND BEAM W/(2)#5 CONT MASONRY SOAP STEEL BEAM AND PLATE LINTEL, SEE SCHD 3/16 2-12 3/16 2-12 MASONRY VENEER W/TIES @16"OC, SEE ARCH 3/4"Ø x6" LONG HEADED STUDS @16"OC SEE OTHER DETAILS FOR TYP REINF (NOT SHOWN) 8" DEEP BOND BEAM W/(2)#5 CONT 3/16 2-12 3/16 2-12 MASONRY SOAP HORIZ REINF AT OPENING HEAD AND SILL, EXTEND PAST OPENING AS REQD BY MINIMUM CMU WALL REINF DETAIL HORIZ JOINT REINF @16"OC WALL REINF PER OTHER DETAILS VERT REINF FULL HEIGHT, SIZE TO MATCH TYPICAL WALL REINF; GROUT CELLS FULL HEIGHT AT REINF 1/4 4 1/4 4 BEARING PLATE, SEE SCHD STEEL BEAM AND PLATE LINTEL, SEE SCHD STOP PLATE 1/2" FROM OPENING CUT BLOCK AS REQD 1/2"1/2" 1/2"1/2" STEEL BEAM AND PLATE LINTEL, SEE SCHD (WITH MASONRY VENEER) ML1(2)#5 BARS CONT NOTES: 1. FOR LINTELS IN CMU WALLS, MATCH CORRESPONDING WALL WIDTH. 2. 1" MINIMUM CLEAR SPACE SHALL BE PROVIDED AROUND ALL REINFORCING. 3. WALL ABOVE LINTEL SHALL BE REINFORCED VERTICALLY SIMILAR TO WALL ON EITHER SIDE OF LINTEL. 4. HORIZONTAL REINFORCING SHALL EXTEND BEYOND EDGE OF OPENING PER LINTEL/JAMB REINFORCING DETAILS. 5. LINTELS OVER OPENINGS NOT SHOWN ON PLAN SHALL BE AS FOLLOWS (INTERIOR OR EXTERIOR WALLS): A. FOR OPENINGS UP TO 5'-0", PROVIDE TYPE ML1 LINTEL. FOR OPENINGS UP TO 5'-0" IN CMU + BRICK WALLS, PROVIDE TYP ML1 LINTEL AND SEE LOOSE LINTEL SCHEDULE FOR SIZE OF ANGLE. B. FOR OPENINGS 5'-1" TO 10'-0" IN CMU + BRICK WALLS, PROVIDE TYPE ML2 LINTEL WITH 8" BEARING. FOR OPENINGS 5'-1" TO 10'-0 IN CMU WALLS, PROVIDE TYPE ML3 LINTEL WITH 8" BEARING. C. FOR OPENINGS 10'-1" TO 16'-0" IN CMU + BRICK WALLS, PROVIDE TYPE ML2A LINTEL WITH 8" BEARING. FOR OPENINGS 10'-1" TO 16'-0 IN CMU WALLS, PROVIDE TYPE ML3A LINTEL WITH 8" BEARING. 6. ALL EXTERIOR LINTELS SHALL BE HOT-DIPPED GALVANIZED. 7. STEEL FABRICATOR TO INSTALL WIRE TIES TO BEAM DURING LINTEL FABRICATION. COORDINATE LOCATION AND SPACING WITH MASONRY CONTRACTOR. MASONRY VENEER, SEE ARCH T GROUT FIRST COURSE SOLID HORIZ JT REINF @ 16"OC, TYP WALL REINF, SEE SECTIONS W8x21 AT ML2 W16x31 AT ML2A ML2 & ML2A 3/16 2-12 3/16 2-12 5/16" PLATE xT-1" (CONT) 3/4"Ø x6" STUDS @16"OC MASONRY WIRE TIES @32"OC FILL LINTEL BLOCK AND ONE ROW OF BLOCK ABOVE SOLID WITH GROUT (16" TALL) NOTES: 1. REFER TO PME DRAWINGS FOR ALL TELECOM, CONDUIT, AND PIPES 8"Ø AND SMALLER. CONTRACTOR TO FOLLOW DETAIL SPACING REQUIREMENTS FOR LAYOUT. IF SPACING CANNOT BE MAINTAINED, PENETRATIONS MUST BE GROUPED BELOW CMU LINTEL. SEE ADDITIONAL TYPICAL DETAILS. 2. CONDUITS SHALL NOT PENETRATE BOND BEAMS NOR LINTELS. 3. PIPES WITH LIQUID, GAS, OR VAPORS HIGHER THAN 150°F ARE NOT PERMITTED VERTICALLY WITHIN WALLS. 4. PIPES WITH PRESSURE IN EXCESS OF 55 PSI ARE NOT PERMITTED VERTICALLY WITHIN WALLS. 5. PIPES WITH WATER OR LIQUID SUBJECT TO FREEZING ARE NOT PERMITTED VERTICALLY WITHIN WALLS. a NO LIMIT FOR VERT CONDUIT SPACING OR AREA IF IN UNREINFORCED AND UNGROUTED CELL CMU WALL, SEE PLAN & SCHD DO NOT TIE CONDUIT TO REINF, AND PROVIDE MIN 1" CLR BTWN CONDUIT AND REINF VERT CONDUIT ALLOWED; MAX AREA OF CONDUIT IN REINF GROUTED CELL, Ac Ac = 0.02*b*a 8" WALL: (1)3/4"Ø 12" WALL: (1)1"Ø OR (2)3/4"Ø PLAN DETAIL SPACING REQUIRED FOR UTILITY PENETRATION d1 d2 d2 d3d2 CLR L1 CLR L2CLRL1 CLRL2CMU WALL, SEE PLAN & SCHD CONDUIT, PIPE, OR SLEEVE; SEE PME d1 < d2 < d3 L1 = 3*d2 L2 = 3*d3 d = DIAMETER OF PENETRATION L = CLEAR SPACING ELEVATION SPACING REQUIRED FOR UTILITY PENETRATION 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S4.01 CMU DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 3/4" = 1'-0"S4.01 1 MINIMUM WALL REINFORCING 3/4" = 1'-0"S4.01 3 TYPICAL MASONRY GROUT REQUIREMENTS 3/4" = 1'-0"S4.01 5 MASONRY REINFORCING SPLICE SCHEDULE 3/4" = 1'-0"S4.01 6 TYPICAL WALL CORNER 3/4" = 1'-0"S4.01 7 TYPICAL MASONRY WALL CONTROL JOINT 3/4" = 1'-0"S4.01 8 TYPICAL WALL REINFORCING 3/4" = 1'-0"S4.01 9 TYPICAL BOND BEAM CORNER 3/4" = 1'-0"S4.01 13 TYPICAL LINTEL|JAMB CONSTRUCTION 3/4" = 1'-0"S4.01 14 TYPICAL STEEL LINTEL|JAMB CONSTRUCTION 3/4" = 1'-0"S4.01 10 TYPICAL LOAD BEARING LINTELS 3/4" = 1'-0"S4.01 19 ALLOWABLE WALL CONDUIT PENETRATIONS No. Description Date 42 NOTES: 1. ALTERNATE COURSES (LAY BLOCK IN RUNNING BOND). 2. SEE SHEAR WALL SCHEDULE FOR HORIZONTAL REINFORCING. 3. AT 12" CMU BARS MAY BE DOUBLE. TWO BARS PER CELL IS A BAR "SET". GROUT FILLED CELLS AT VERTICAL REINF, TYP END WALL REINFORCING, SEE SCHD, PROVIDE MATCHING DOWEL W/STD 90° HOOK AND 48 BAR DIAMETER LAP SPLICE HORIZONTAL JOINT REINF MASONRY WALL SCHEDULE BRACED WALL HEIGHT VERTICAL REINFORCING HORIZONTAL REINFORCING 8" CMU 12" CMU VERTICAL REINFORCING END WALL REINFORCING VERTICAL REINFORCING END WALL REINFORCING EXTERIOR, BEARING, AND NON-CANTILEVERED WALLS UP TO 16'-0"#6@48"OC (1)#6 #5@48"OC (1)#5 9 GA LADDER TYPE @16"OC SHEAR WALLS MSW1 #6@48"OC (2)#6 N/A N/A 9 GA LADDER TYPE @16"OC MSW2 N/A 9 GA LADDER TYPE @16"OCN/A#6@24"OC (2)#6 NOTES: 1. PROVIDE DOWELS EXTENDING INTO FOUNDATIONS FOR ALL VERTICAL REINFORCING BARS. SIZE AND LOCATION OF DOWELS TO MATCH VERTICAL REINFORCING. 2. DRILL AND SET IN ADHESIVE ALL VERTICAL REINFORCING FOR INTERIOR NON-BEARING WALLS WITH 2 1/2" EMBED INTO CONCRETE SLAB. 3. ALL NON-LOAD BEARING, NON-SHEAR WALLS, INTERIOR PARTITION WALLS SHALL SPAN EITHER VERTICALLY OR HORIZONTALLY. SEE GUIDELINES BELOW FOR HORIZONTAL AND VERTICAL SPANNING WALLS IN DETAILS. 4. REFER TO PLAN FOR SHEAR WALL LOCATIONS. ENDS OF SHEAR WALLS OCCUR AT WALL INTERRUPTIONS DUE TO COLUMNS, WINDOWS, DOORS, END OF WALLS, CONTROL JOINTS, EXPANSION JOINTS, ETC. REFER TO DETAILS FOR END OF WALL REINFORCING. 5. PROVIDE (2)#5 BARS IN BOND BEAM AT EACH ELEVATED FLOOR LEVEL AT TOPS OF WALLS AND AS INDICATED IN SECTIONS AND SCHEDULES. 6. ALL MASONRY TO BE CONSTRUCTED IN RUNNING BOND BEAM PATTERN WITH INTERLOCKING CORNERS. WALL SECTION SINGLE-STORYBRACED WALL HEIGHTROOF FRAMING AT SINGLE STORY CONSTRUCTION BEARING PLATE SCHEDULE CASE 1 = AT JOIST, BEAMS NOT SUPPORTING OTHER BEAMS, AND LINTELS BEARING ON 8" WALLS. CASE 2 = AT JOIST, BEAMS NOT SUPPORTING OTHER BEAMS, AND LINTELS BEARING ON 12" WALLS. CASE 3 = AT BEAMS SUPPORTING JOISTS OR OTHER BEAMS BEARING ON 8" WALLS. CASE 4 = AT BEAMS SUPPORTING JOISTS OR OTHER BEAMS BEARING ON 12" WALLS. BEAM BEARING PERPENDICULAR TO WALL BEAM BEARING PARALLEL TO WALL WALL MAY CONTINUE ABOVE GROUT SOLID TO FDN 1/4 4 1/4 4 BEAM OR LINTEL, SEE PLAN MASONRY PILASTER, SEE PLAN MASONRY PILASTER, SEE PLAN BEAM OR LINTEL, SEE PLAN FLOOR SLAB OR ROOF 1/4 4 1/4 4 WALL MAY CONTINUE ABOVE BEARING PLATE, SEE SCHD MIN 8" FILL VOID SOLID W/CMU OR NON-SHRINK GROUT # OF x6" LONG HEADED STUDS NA MARK BP1 THICKNESS WIDTH LENGTH 1/2" 7 1/2" 10" NABP2 3/8" 7 1/2" 12" NABP3 5/8" 7 1/2" 18" NABP4 1/2" 5" 10" NABP5 5/8" 7" 10" NABP6 1/2" 7 1/2" 10" NABP7 5/8" 7" 10" NABP8 1/2" 7" 13" NABP9 5/8" 7 1/2" 22" NABP10 1 1/4" 7" 13" (2)1/2"ØCASE 1 1/2" 7" 7" (4)1/2"ØCASE 2 1/2" 11" 11" (4)1/2"ØCASE 3 3/4" 7" 12" (4)1/2"ØCASE 4 3/4" 11" 16" FLOOR SLAB OR ROOF BEARING PLATE, SEE SCHD FILL VOID SOLID W/CMU OR NON-SHRINK GROUT MIN 6" IF NO BOND BEAM PRESENT, GROUT 3 COURSES x 16" WIDE BELOW BEAM A = 3" @ CASE 1 B = 7" @ CASE 2 C = 3" @ CASE 3, 7" @ CASE 4 D = 8" @ CASE 3, 12" @ CASE 4ABBC D BEAM OR JOIST, SEE PLAN VERTICAL REINF INTERRUPTED BY BEAM OR JOIST NEW BAR LOCATED IN NEXT ADJACENT CELLLAP SPLICELAP SPLICEMATERIAL TO STOP GROUT CLEAR OPENING UP TO 5'-0" 5'-1" TO 8'-0" 8'-1" TO 10'-0" 10'-1" TO 12'-0" LOOSE LINTEL ANGLE L4x4x3/8 L6x4x3/8 (LLV) L7x4x3/8 (LLV) L8x4x1/2 (LLV) STEEL LOOSE LINTEL ANGLE SUPPORTING MASONRY VENEER NOTES: 1. ALL LOOSE LINTELS SHALL BE PAINTED OR GALVANIZED, SEE ARCHITECTURAL DRAWINGS. 2. PROVIDE 6" MINIMUM BEARING FOR OPENINGS UP TO 8'-0" WIDE. PROVIDE 8" MINIMUM BEARING FOR OPENINGS OVER 8'-0" WIDE. 3. SEE ARCHITECTURAL DRAWINGS FOR ANGLE PLACEMENT AND FLASHING. 4. LOOSE LINTEL ANGLES ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ALL LOCATIONS OF OPENINGS REQUIRING ANGLES. 5. FOR CLEAR OPENING DIMENSIONS GREATER THAN THOSE SHOWN IN THE SCHEDULE, SEE OTHER DETAILS OR CONTACT THE ENGINEER OF RECORD. LOOSE LINTEL ANGLE, SEE SCHD MASONRY VENEER W/TIES @16"OC, SEE ARCH MASONRY VENEER W/TIES @16"OC, SEE ARCH LOOSE LINTEL ANGLE, SEE SCHD EXTERIOR WALL CLOSURE PLATE AS REQD FOR CAVITY DIM SEE ARCH DWGS WITH CLOSURE PLATEWITHOUT CLOSURE PLATE 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S4.02 CMU DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 3/4" = 1'-0"S4.02 3 TYPICAL SHEAR WALL REINFORCING 3/4" = 1'-0"S4.02 1 WALL REINFORCING SCHEDULE 3/4" = 1'-0"S4.02 4 TYPICAL STEEL BEAM BEARING 1" = 1'-0"S4.02 7 TYPICAL INTERRUPTED REINFORCING 3/4" = 1'-0"S4.02 12 STEEL LOOSE LINTEL SCHEDULE No. Description Date 43 TRUSS UPLIFT ANCHOR BY ROOF TRUSS SUPPLIER ROOFING, SEE ARCH METAL ROOF DECK, SEE PLAN METAL STUD ROOF TRUSS BY SUPPLIER CONT BOND BEAM W/(2)#5 CMU WALL, SEE SCHD FOR REINF TRUSS BRG SEE ARCH CONT DBL PT 2x6 W/1/2"x6" EXPN BOLTS @48"OC CONT 16GA PLATE w/(2)#12 SCREWS TO EACH TRUSS VENEER, SEE ARCH METAL PANEL, SEE ARCH METAL ROOF DECK, SEE PLAN LIGHT GAGE ROOF TRUSS, BY SUPPLIER MASONRY LINTEL, SEE PLAN CMU WALL, SEE SCHD VENEER, SEE ARCH CONT DBL PT 2x6 W/1/2"x6" EXPN BOLTS @48"OC TRUSS UPLIFT ANCHOR BY ROOF TRUSS SUPPLIER CONT 16GA PLATE w/(2)#12 SCREWS TO EACH TRUSS LOOSE LINTEL, SEE SCHD STEP CMU AT EACH TRUSS METAL STUD BY SUPPLIER, SEE ARCH METAL PANEL, SEE ARCH NOTES: 1. ATTACH DECK TO SUPPORTING MEMBERS WITH SELF-DRILLING SELF-TAPPING HEX WASHER HEAD SCREWS. USE #12-24 FOR DECK ATTACHMENT TO SUPPORTS AND #10-16 FOR SIDELAP ATTACHMENT. 2. AT DECK BEARING SUPPORTS, PROVIDE SCREWS @12"OC (36/4 PATTERN). 3. AT SUPPORTS PARALLEL TO DECK SPAN, PROVIDE SCREWS @12"OC, TYPICAL. 4. AT DECK SIDELAPS/PERIMETER EDGE, PROVIDE SCREWS @12"OC, TYPICAL. WELDING OF SIDELAPS IS NOT PERMITTED FOR 22GA DECK. 5. ALL DECK ENDS TO BE LAPPED ON BOTH ENDS. DO NOT BUTT JOINTS. 6. DECK SECTION MINIMUM PROPERTIES: SEE TABLE BELOW. 7. DECK SHALL BE CONTINUOUS OVER (2) OR MORE SPANS, TYPICAL. 8. CONTRACTOR OPTION TO SUBMIT MECHANICAL FASTENERS BY HILTI, SIMPSON STRONG-TIE, OR APPROVED EQUAL. SUBSTITUTION REQUESTS FOR PRODUCTS MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD (EOR) FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS THAT MEET THE CODE REQUIREMENTS FOR DECK ATTACHMENT, POSSESS A FM GLOBAL APPROVAL AND POSSESS A CODE REPORT (ICC-ES) RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. CONTRACTOR SHALL CONTACT MANUFACTURER’S REPRESENTATIVE FOR PRODUCT INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THE EOR INDICATING TRAINING HAS TAKEN PLACE. FASTENERS SHALL BE COLLATED AND INSTALLED USING THE MANUFACTURER’S DELIVERY TOOL AND FOLLOWING MANUFACTURER’S INSTRUCTIONS. GALV METAL ROOF DECK, SEE SYMBOL LEGEND AND PLAN, (TYPE B) WIDE RIB TRUSS, SEE PLAN 36" WIDTH 1'-0" SIDELAP CONNECTORS DECK SUPPORTS (36/4 PATTERN) ROOF DECK ATTACHMENT DETAIL DECK TYPE DESIGN THICKNESS (in) DECK WEIGHT (psf)Ip (in4/ft)Sp (in3/ft)In (in4/ft)Sn (in3/ft)Va (lbs/ft)Fy (ksi) B22 0.0295 1.78 0.155 0.186 0.183 0.192 1818 33 CONT 2x4 BRACES (2)10d TOE NAILS TO PLATE, TYP (2)10d NAILS TO TRUSS, TYP CMU WALL, SEE ARCH DBL TOP PL, TYP PRE-ENGINEERED METAL ROOF TRUSS BY SUPPLIERMETAL ROOF DECK, SEE PLAN METAL ROOF DECK, SEE PLAN LIGHT GAGE ROOF TRUSS, BY SUPPLIER TRUSS UPLIFT ANCHOR BY ROOF TRUSS SUPPLIER CONT 1/4x4x4 PLATE w/(2)#12 SCREWS TO EACH TRUSS CONT BOND BEAM W/(2)#5 CONT DBL PT 2x6 W/1/2"x6" EXPN BOLTS @48"OC METAL STUD RAFTERS, SEE PLAN BRICK VENEER, SEE ARCH DBL TOP PL, TYP(2) ROWS 16d@4"OC, STAGGERED 48" TOP PL SPLICE (24 NAILS TOTAL) 101 N TRYON ST SUITE 1400 CHARLOTTE, NC 28202 T 704.334.7925 FIRM LICENSE #F-1536 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: PROJECT #S25087 10/21/2025 S6.01 ROOF SECTIONS & DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 3/4" = 1'-0"S6.01 7 TYPICAL ROOF TRUSS AT EXTERIOR WALL 3/4" = 1'-0"S6.01 8 SECTION 3/4" = 1'-0"S6.01 1 TYPICAL 1 1/2" METAL ROOF DECK 3/4" = 1'-0"S6.01 6 TYPICAL BRACING BETWEEN ROOF TRUSSES 3/4" = 1'-0"S6.01 9 SECTION 1" = 1'-0"S6.01 5 TYPICAL TOP PLATE SPLICE No. Description Date 44 SDMHRIM: 627.72INV IN: 624.47INV OUT: 624.41CONTROL POINT 1N: 1,177,616.72'E: 2,109,597.28'Z: 627.67'(GRID COORDINATES)LPLP628.54628.71628.41628.50628.29628.16628.18628.14628.03627.97627.99627.68627.94627.80628.15628.58628.76628.76628.82628.79629.17629.23628.79628.78628.03628.25628.76628.79629.29628.81628.64628.72628.66628.61628.55627.58627.25628.66628.55627.19628.42628.19628.02627.95627.76627.51627.63627.55628.14626.37626.60626.96627.87627.84627.53627.24627.35627.29627.32627.55627.59627.10626.76626.15626.45626.84626.52627.51627.46624.71625.80626.52626.89627.01627.56627.79627.77627.56627.12627.69627.74627.62627.95627.83627.97627.94627.92628.03627.79627.476256256266266276 2 7 6 2 7 6 2 7 6 2 8 6 2 8 628 6 2 8 PAVEMENTCONCRETECONCRETECOCONCRETE LOADING BAY WALL WALLEBXTBXMETALCONEX BUILDINGMETALCONEX BUILDINGMETAL CONEX UNITRIPRAP26.18' - 18" RCP @ 1.95%INV: 623.90PSBPSBACUPOWER SWITCH1" PVCDRAINFFE629.44GRASSGRASSGRASSBUILDINGUGE SITE PLAN LEGEND PLAN NORTH TRUE NORTH 1 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION SCHEDULED WALL MOUNTED LIGHT FIXTURE W/ CONE OF LIGHT SCHEDULED PEDESTRIAN LIGHT FIXTURE W/ CONE OF LIGHT DEMOLISH DOCK WALLS EXISTING CONTROL BUILDING 8' - 2" 15' - 10"63' - 8" STORAGE FLEX TOILET TOUCH DOWN OFFICEENTRY28' - 8"FUTURE OFFICES MECH / H.W. Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: AS1.01 ARCHITECTURAL SITE PLAN 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/4" = 1'-0"A1 SITE PLAN No. Description Date 45 FLOOR PLAN LEGEND PLAN NORTH TRUE NORTH 1 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION - - - - - - - A2 A6.01 A4 A6.01 A1 A6.01 A2.01 A1 -- 0M8A 0S3 0M8A A2.01C4A2.01 A4 A2.01 C1 STORAGE 106 FLEX 105 FUTURE OFFICES ENTRY 101 TOILET 104 TOUCH DOWN 103 OFFICE 102 MECH / H.W. 107 105B 101 102 103 104 106106A 107A 0M8B0M8B 0S6A0S30S3 0M8B 0SF3 0S30S3 0M8A0S30M8A 0M8A 0M8A A3.01 A1 A1 A5.01 C1 A5.01 105A 0S3A1 A6.020S6 A7.01 A3 A7.01 A1 A7.01 B1 107B 0S6A0SF3 0SF328' - 8"63' - 8" 17' - 8"6' - 4"4' - 8"5' - 4"1' - 4"5' - 4"14' - 0"5' - 4"3' - 8" 18' - 3 1/8"8' - 6 1/4"15' - 4 1/4"4' - 1 1/4"3' - 8"5' - 4"3' - 8"6' - 0"4' - 4"5' - 4"1' - 4"5' - 4"4' - 4" 8"12' - 7 1/4"9' - 7 1/4"11 5/8"3' - 2 5/8"7' - 8 1/4"2' - 5 7/8"8 7/8"STORAGE 106 FLEX 105 FUTURE OFFICES TOUCH DOWN 103 OFFICE 102 ENTRY 101 TOILET 104 2' - 4" 6' - 8" MECH / H.W. 107 2' - 0"7' - 8 1/8"- - - - - - A2.01 A1 --A2.01C4A2.01 A4 A2.01 C1 +9' - 4" +9' - 4" +9' - 4" +9' - 4" STORAGE 106 FLEX 105 TOUCH DOWN 103 OFFICE 102 MECH / H.W. 107 TOILET 104 ENTRY 101 +9' - 4"O.T.S. FUTURE OFFICES O.T.S. REFLECTED CEILING PLAN LEGEND 2 x 2 ACOUSTICAL PANEL CEILING OPEN TO STRUCTUREO.T.S. CEILING HEIGHT ABOVE FINISHED FLOOR+ XX'-XX" NOTES 1.REFER TO DETAILS & SPECIFICATIONS FOR CEILING SUSPENSION/ANCHOR INFORMATION. 2.REFER TO SPECIFICATIONS FOR ACOUSTICAL PANEL CEILING GRID TYPE. 3.REFER TO MEP DRAWINGS FOR SYMBOL IDENTIFICATION. 4.REFER TO UL SYSTEMS SHEET FOR HORIZONTAL RATED ASSEMBLIES. GYPSUM BOARD CEILING ROOF PLAN LEGEND HEIGHT OF ROOF DECK DIRECTION OF SLOPE +X' - X" RD OD TWS OS ROOF DRAIN OVERFLOW DRAIN THRU WALL SCUPPER OVERFLOW SCUPPER DS DOWNSPOUT X:Y - - - - - - A2 A6.01 A4 A6.01 A1 A6.01 A2.01 A1 --A2.01C4A2.01 A4 A2.01 C1 A1 A5.01 C1 A5.01 A1 A6.02 STANDING SEAM MTL. ROOF (TO MATCH EXISTING CONTROL BUILDING) 5" MTL. GUTTER SEE ELEVATIONS FOR DOWNSPOUT SIZE AND PLACEMENT 2 1/8" / 1'-0"2 1/8" / 1'-0"2 1/8" / 1'-0"2 1/8" / 1'-0" 3" VENT SEE PLUMBING DRAWINGS EXHAUST FAN SEE MECHANICAL DRAWINGS Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A1.11 FLOOR / ROOF PLANS / REFLECTED CEILING PLAN 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/8" = 1'-0"A1 FIRST FLOOR PLAN 1/8" = 1'-0"C1 FIRST FLOOR DIMENSIONED PLAN 1/8" = 1'-0"C3 FIRST FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0"A3 ROOF PLAN No. Description Date 46 FIRST FLOOR 0" TOP OF WALL 9' -4" A2 A6.01 A4 A6.01 A1 A6.01STANDING SEAM MTL. ROOF (TO MATCH EXISTING CONTROL BUILDING) 3 x 4 MTL. DOWNSPOUT, TYP. (6) (x3) BRICK SOLDIER COURSE (TO MATCH EXISTING CONTROL BUILDING) OVERHEAD ROLLING GARAGE DOOR (12'-0" x 9'-0") 6" x 6" MTL. GUTTER, TYP. 1 1/2" / 1'-0" HOLLOW MTL EXTERIOR DOOR MTL STOREFRONT WINDOWS, TYP. STOREFRONT DOOR WITH SIDE LITE 2 1/8" / 1'-0" C1 A5.01 A1 A6.02 4' - 5"9' - 4"BRICK VENEER TYP. FIRST FLOOR 0" TOP OF WALL 9' -4" C1 A5.01 STANDING SEAM MTL. ROOF (TO MATCH EXISTING CONTROL BUILDING) 3 x 4 MTL. DOWNSPOUT, TYP. (6) (x3) BRICK SOLDIER COURSE (TO MATCH EXISTING CONTROL BUILDING) 6" x 6" MTL. GUTTER, TYP. HOLLOW MTL EXTERIOR DOORS MTL STOREFRONT WINDOWS, TYP. BRICK VENEER 1' - 8 1/2"9' - 4"VENT THRU ROOF, SEE MECH. VENT THRU ROOF, SEE PLUMB. FIRST FLOOR 0" TOP OF WALL 9' -4" A1 A5.01 STANDING SEAM MTL. ROOF (TO MATCH EXISTING CONTROL BUILDING) (x3) BRICK SOLDIER COURSE (TO MATCH EXISTING CONTROL BUILDING) 6" x 6" MTL. GUTTER, TYP. BRICK VENEER VENT THRU ROOF, SEE MECH. FIRST FLOOR 0" TOP OF WALL 9' -4" A1 A5.01 STANDING SEAM MTL. ROOF (TO MATCH EXISTING CONTROL BUILDING) (x3) BRICK SOLDIER COURSE (TO MATCH EXISTING CONTROL BUILDING) 5" x 5" MTL. GUTTER, TYP. BRICK VENEER 1' - 8 1/2"9' - 4"VENT THRU ROOF, SEE MECH. Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A2.01 EXTERIOR ELEVATIONS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/4" = 1'-0"A1 WEST ELEVATION 1/4" = 1'-0"C1 EAST ELEVATION 1/4" = 1'-0"A4 NORTH ELEVATION 1/4" = 1'-0"C4 SOUTH ELEVATION No. Description Date 47 TOILET ACCESSORY SCHEDULE TA #DESCRIPTION MANUFACTURER MODEL #NOTES 36" HORIZONTAL GRAB BAR 42" HORIZONTAL GRAB BAR BATTERY POWERED PAPER TOWEL DISPENSER / WASTE RECEPTACLE SANITARY NAPKIN DISPOSAL COAT HOOK 18" VERTICAL GRAB BAR MANUAL SOAP DISPENSER - WALL 1 3 2 4 5 7 6 TOILET TISSUE DISPENSER MIRROR BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK B-3942 B-2111 B-290 2436 B-2888 B-254 B-6727 B-6806x36 B-6806x42 B-6806x18 SEMI-RECESSED SURFACE-MOUNTED SURFACE-MOUNTED DOUBLE ROBE HOOK 1-1/2" DIAMETER 1-1/2" DIAMETER 1-1/2" DIAMETER SURFACE-MOUNTED 24" WIDTH x 36" HEIGHT, 3/4" FRAME, S.S. FINISH NOTES 1.REFER TO ICC A117.1-2009 AND ENLARGED TOILET AND ACCESSORIES SHEET FOR TYPICAL MOUNTING HEIGHTS. 2.ALL MANUFACTURERS BASIS FOR DESIGN. SEE SPECIFICATIONS FOR EQUALS. 3.O.F.O.I. -OWNER FURNISHED OWNER INSTALLEDMIN. CLR.6' - 6"7' - 1" 2' - 8" MIN.CLR 30" x 52" CLEARANCE FOR LAVATORY 60" TURNING CIRCLE 30" x 48" MANEUVERING SPACE PAST DOOR SWING 60" x 56" CLEARANCE FOR WATER CLOSET 54" x 60" MANEUVERING CLEARANCE AT DOOR ADA COMPLIANT RESTROOM LEGEND MIN. 1' - 4" CL TOILET 104 0S30S30S6 0M8A A11.01A4 1 2 3 45 6 7 7 104 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A3.01 ENLARGED RESTROOM ACCESSORIES 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/2" = 1'-0"A1 FIRST FLOOR PLAN - Callout 1 No. Description Date 48 GFRC CEILING ACCESS PANEL TAPE SMOOTH W/ GWB CEILING FIN GWB CEILING FURR CHANNEL 2"x2" ANGLE, 20 GA MAIN RUNNER 1 1/2" @ 4' OC 1 1/2" COLD ROLLED CHANNEL EACH SIDE 6" MAX SADDLE TIE TO MAIN RUNNER W/ #16 WIRE #10 SELF-TAPPING SCREW EACH STUD HANGER WIRE 8" MAX CROSS RUNNER MAIN RUNNER BRACING WIRE, TYP HANGER WIRE PROVIDE ONE PAIR BRACING WIRES PARALLEL TO TRANSITION @ 12'-0" HANGER WIRE RUNNER CHANNEL MTL STUD FRAMING CHANNEL EDGE BEAD 20 GA MTL ANGLE MATCH T-BAR PROVIDE ONE PAIR BRACING WIRES PARALLEL TO TRANSITION @ 12'-0" 7/8" FURRING CHANNEL EDGE BEAD 20 GA MTL ANGLE MATCH T-BAR HANGER WIRE 20 GA "J" RUNNER CHANNEL MAX 6" MAX 6" 1" 3 1/2" 3 1/2" 3 1/2" 1" HANGER WIRE @ EACH SPLICE BACK TO BACK RUNNER CHANNELS #10 SMS, TYP AT MAIN RUNNER TIE W/ 12 GA DOUBLE LOOPS FURRING CHANNEL HANGER WIRE @ EACH SPLICE AT MAIN RUNNER 1' - 0" CURTAIN / IV TRACK CEILING SUSP SYS EXTEND AS APPLICABLE SHOWN DASHED ACOUSTIC LAY-IN CEILING, TYP 3-5/8" 20 GA MTL STUD ANCHORED TO TEES #8x1-7/8" WHS @ 12" OC & 3" FROM ENDS 1/2" WAFER HD SCREW BACK OF EA T CENTER 12 GA GAL SUPPORT WIRE TIED & STAGGERED 2' OC SIDE TO SIDE HANGER WIRE, TYP 18 GA MTL ANGLE 2" HANGER WIRE WALL ANGLE TO MATCH T-BAR TYP, SECURE TO T-BAR W/ POP RIVETS EACH TEE ATTACH ANGLE TO: A) 18 GA STUD W/1-1/4" S-12 PAN HEAD SCREWS B)18 GA STUD W/1-1/4" HI- LO MOD OVAL HEAD FIXED END 3/4" HANGER WIRE @ 4'-0" ATTACH ANGLE TO: A) 18 GA STUD W/1-1/4" S-12 PAN HEAD SCREWS B)18 GA STUD W/1-1/4" HI-LO MOD OVAL HEAD2" WALL ANGLE TO MATCH T-BART, TYP FREE END MAX 8" MAX 8" 2" HANGER WIRE WALL ANGLE TO MATCH T-BAR TYP, SECURE TO T-BAR W/ POP RIVETS EACH TEE ATTACH ANGLE TO: A) 18 GA STUD W/1-1/4" S-12 PAN HEAD SCREWS B)18 GA STUD W/1-1/4" HI- LO MOD OVAL HEAD FIXED END 3/4" SPACER WITH HORIZ 6D RINGSHANK NAIL @ FREE SIDES ATTACH ANGLE TO: A) 18 GA STUD W/1-1/4" S-12 PAN HEAD SCREWS B)18 GA STUD W/1-1/4" HI-LO MOD OVAL HEAD2" WALL ANGLE TO MATCH T-BART, TYP FREE END MAX 8" MAX 8" * 4'-0"* 4'-0"6" MAX 12 GA MIN WIRE @ OPPOSING CORNERS OF LIGHT FIXTURE HEMMED WALL ANGLE AT PERIMETER MAIN RUNNER @ 4' OC COURSE RUNNER @ 2' OC 12 GA VERT HANGER WIRES @ 4' OC @ EACH MAIN RUNNER 12 GA PERIMETER HANGER WIRE @ TERMINAL END OF EACH MAIN RUNNER & CROSS TEE, UON NOTES: 1. * MAX DISTANCE TO FIRST BRACING POINT 2. PROVIDE COUNTER SLOPING WIRES FOR VERIT HANGER WIRES MORE THAN 6 IN 1 OUT-OF-PLUMB 3. ATTACH EACH VERT WIRE TO SUPPORT ABOVE & CEILING SUSPENSION MEMBER W/ MIN OF 3 TIGHT TURNS IN 1 1/2" 4. SECURE DIAGONAL FRAMIN WIRE TO MAIN RUNNERS W/ 4 TIGHT TURNS IN 1 1/2" 8" MAX GWB GWB CEILING SUSP SYS ACOUSTIC LAY- IN CEILING, TUP 2'-0" TYPICAL TYPICAL8"* 4'-0"* 4'-0"6" MAX 8" MAX 12 GA WIRE @ OPPOSING CORNERS OF LIGHT FIXTURE LINE OF FRAMING @ PERIMETER WALL MAIN RUNNER: 1 1/2" COLD-ROLLED CHANNELS @ 4' OC COURSE RUNNER: 25 GA 7/8" HAT CHANNELS @ GWB CLT @ 1'-4" OC 8 GA VERT HANGER WIRES @ 4' OC @ EACH MAIN RUNNER 12 GA PERIMETER HANGER WIRE @ TERMINAL END OF EACH MAIN RUNNER & CROSS TEE, UON NOTES: 1. * MAX DISTANCE TO FIRST BRACING POINT 2. PROVIDE COUNTER SLOPING WIRES FOR VERIT HANGER WIRES MORE THAN 6 IN 1 OUT-OF-PLUMB 3. ATTACH EACH VERT WIRE TO SUPPORT ABOVE & CEILING SUSPENSION MEMBER W/ MIN OF 3 TIGHT TURNS IN 1 1/2" 4. SECURE DIAGONAL FRAMIN WIRE TO MAIN RUNNERS W/ 4 TIGHT TURNS IN 1 1/2" T-BAR OR GWB CEILING, WHERE OCCURS LIGHT FIXTURE OR DAMPER, SEE ELECT OR MECH DWGS ATTACH HANGER OR DAMPERS WIRES TO LIGHT FIXTURE @ OPPOSING CORNERS & ANCHORED TO STRUCTURECONT MTL ANGLE CONNECTED WALL (FIXED END) SEE CORRIDOR SLIP JOINT @ INTERSECTION SEE CONT SLIP JOINT (FREE END) SEE HANGER WIRE SPLICE MUST BE THRU CONNECTION (SNAP CONNECTION UNACCEPTABLE) CONT SPLICE (TYP) 4' O.C. TYPICAL HANGER WIRE 1 1/4" SLIP JOINT 1/2" CLR RIVET "SPRING-CLIP" TYPE EXPANSION JOINT COVER POP RIVETS, TYP CON. RUNNERS (SPLICE ALL JOINTS) MAX 4' - 0" MAX 8" MAX 8" T-GRID STUD ACOUSTIC LAY- IN CEILING, TYP CEILING SUSP SYS GWB VARIES - SEE CEILING PLAN20 GA METAL STUD BRACING AT 4'-0" OC SMS EACH END L 3 x 3 x 14 GA TOP RUNNER UNDERSIDE OF CEILING SUSPENSION SYSTEM CEILING FINISH MATERIAL Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A4.11 TYPICAL CEILING DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 3" = 1'-0"A3 ACCESS PANEL AT GWB CEILING 3" = 1'-0"B1 GWB CEILING - END 3" = 1'-0"A1 GWB CEILING - INTERMEDIATE 1" = 1'-0"A5 GWB TO SUSP. CLG. TRANSITION 1" = 1'-0"A6 SPLICING OF GWB CEILING 3" = 1'-0"B2 TRACK AT ACOUST. TILE CEILING 3" = 1'-0"C4 TYPICAL A.C.T. EDGE AT CORRIDOR 3" = 1'-0"D4 TYPICAL A.C.T. EDGE AT ROOM 1/4" = 1'-0"C2 TYPICAL ACOUSTICAL CEILING GRID 1 1/2" = 1'-0"A2 TYPICAL BULKHEAD 1/4" = 1'-0"C1 TYPICAL GWB CEILING FRAMING 3" = 1'-0"B4 TYPICAL LIGHT FIXTURE 3" = 1'-0"B3 TYPICAL SLIP JOINT AND RUNNER 3" = 1'-0"A4 TYPICAL SLIP JOINT AT CORR. INTERSECTION 3" = 1'-0"B5 TYPICAL SOFFIT DETAIL 3" = 1'-0"C5 CEILING HEIGHT PARTITION BRACE No. Description Date 49 FIRST FLOOR 0" TOP OF WALL 9' -4" C1 A5.01 LIGHT GAUGE MTL. ROOF TRUSS, OPEN TO STRUCTURE STORAGE 106 FLEX 105 ENTRY 101 OFFICE 102 ACT CEILING FIRST FLOOR 0" TOP OF WALL 9' -4" A1 A5.01 A6.01 A2 Sim FUTURE OFFICES 108 FLEX 105 Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A5.01 BUILDING SECTIONS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/2" = 1'-0"A1 BUILDING SECTION - LONGITUDINAL 1/2" = 1'-0"C1 BUILDING SECTION - TRANSVERSE No. Description Date 50 FIRST FLOOR 0" TOP OF WALL 9' -4" A7.21 C2 3x BRICK SOLDIER COURSE BRICK VENEER W/ MASONRY TIES @ 16" O.C. 2" RIGID INSULATION A7.21 A1 Sim MTL. THRU-WALL FLASHING W/ WEEPS @ 16" O.C. MORTAR NET BRICK VENEER W/ MASONRY TIES @ 16" O.C. CONCRETE FOOTING, SEE STRUCT. CONCRETE SLAB, SEE STRUCT EXPANSION JOINT CRUSHED STONE EARTH 8" CMU, SEE STRUCT. 2" RIGID INSULATION 1 1/2" MTL DECK 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA STANDING SEAM FASCIA LIGHT GAUGE ROOF TRUSS, BY SUPPLIER 2x6 W/ EXPN BOLTS, SEE STRUCT. TRUSS UPLIFT ANCHOR, SEE STRUCT. 8" BOND BEAM 2 1/2" MTL. STUD 5/8" GWB 8" CMU, GROUT SOLID, SEE STRUCT. FLUID APPLIED AIR BARRIER 5/8" GWB SHEATHING 2x2 ACOUSTICAL PANEL CEILING HANGER WIRE FIRST FLOOR 0" TOP OF WALL 9' -4" 3x BRICK SOLDIER COURSE BRICK VENEER, BEYOND 2" RIGID INSULATION STOREFRONT WINDOW A7.21 B1 A7.21 C1 A7.21 A1 MTL. THRU-WALL FLASHING W/ WEEPS @ 16" O.C. MORTAR NET BRICK VENEER W/ MASONRY TIES @ 16" O.C. 2" RIGID INSULATION 8" CMU, GROUT SOLID, SEE STRUCT 2 1/2" MTL. STUD 5/8" GWB INVERTED 8" BOND BEAM SILL 2" RIGID INSULATION 1 1/2" MTL DECK 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF STANDING SEAM FASCIA PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA LIGHT GAUGE ROOF TRUSS, BY SUPPLIER 2x6 W/ EXPN BOLTS, SEE STRUCT. TRUSS UPLIFT ANCHOR, SEE STRUCT. 2x2 ACOUSTICAL PANEL CEILING CONCRETE FOOTING, SEE STRUCT. CONCRETE SLAB, SEE STRUCT EXPANSION JOINT CRUSHED STONE EARTH 8" CMU, SEE STRUCT. MASONRY LINTEL, SEE STRUCT.2' - 1"4' - 5 5/8"2' - 9 3/8"VAPOR BARRIER HANGER WIRE FIRST FLOOR 0" TOP OF WALL 9' -4" A7.21 B2 2" RIGID INSULATION 1 1/2" MTL DECK MTL. TRIM LIGHT GAUGE ROOF TRUSS, BY SUPPLIER OVERHEAD SECTIONAL DOOR TRACK, INSTALL PER MANUFACTURER SPECIFICATIONS 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF 2" RIGID INSULATION STANDING SEAM FASCIA PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA 3/4" PLYWOOD BACKING PR WOOD BLOCKING 2 1/2" MTL. STUD MASONRY LINTEL, SEE STRUCT. 2x6 W/ EXPN BOLTS, SEE STRUCT. TRUSS UPLIFT ANCHOR, SEE STRUCT. MTL. STUD RAFTER, SEE SREUCT. CONCRETE SLAB, SEE STRUCT. CONCRETE FOOTING, SEE STRUCT. VAPOR BARRIER CRUSHED STONE EARTH 8" CMU, SEE STRUCT. 6" CMU, SEE STRUCT 2" RIGID INSULATION 7 5/8"8' - 8 3/8"Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A6.01 WALL SECTIONS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1 1/2" = 1'-0"A1 TYP. WALL SECTION 1 1/2" = 1'-0"A2 TYP. WALL SECTION @ WINDOW 1 1/2" = 1'-0"A4 WALL SECTION @ GARAGE DOOR No. Description Date 51 FIRST FLOOR 0" TOP OF WALL 9' -4" STOREFRONT DOOR AS SCHEDULED A7.21 C4 3x BRICK SOLDIER COURSE 2" RIGID INSULATION 1 1/2" MTL DECK 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA STANDING SEAM FASCIA 2 1/2" MTL. STUD 5/8" GWB MASONRY LINTEL, SEE STRUCT. LIGHT GAUGE ROOF TRUSS, BY SUPPLIER STEP CMU @ EACH TRUSS 2x2 ACOUSTICAL PANEL CEILING 3 5/8" MTL. STUD MASONRY LINTEL, SEE STRUCT. CONCRETE SLAB, SEE STRUCT. CONCRETE FOOTING, SEE STRUCT. VAPOR BARRIER CRUSHED STONE EARTH 8" CMU, SEE STRUCT. Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A6.02 WALL SECTIONS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1 1/2" = 1'-0"A1 WALL SECTION @ ENTRY No. Description Date 52 1' - 3 1/4"3 1/8"2 5/8"5' - 2" 2 1/2" MTL. STUD 5/8" GWB 8" CMU FLUID APPLIED AIR BARRIER BRICK RUNNING BOND W/ MASONRY TIES @ 16" O.C. 2" RIGID INSULATION PR WOOD BLOCKING WOOD SHIM BACKER ROD AND SEALANT BACKER ROD AND SEALANT ALUM. STOREFRONT SYSTEM BRICK RUNNING BOND, BELOW 2 1/2" MTL. STUD 5/8" GWB 8" CMU FLUID APPLIED AIR BARRIER BRICK RUNNING BOND W/ MASONRY TIES @ 16" O.C. 2" RIGID INSULATION ALUM. DOUNSPOUT, SEE ELEVATIONS FOR PLACEMENT1' - 3 1/4"R-19 FIBERGLASS BATT INSULATION 6" MTL. STUD DOOR FRAME AS SCHEDULED 3/4" PLYWOOD OVERHEAD SECTIONAL DOOR, INSTALL PER MANUFACTURER SPECIFICATIONS 8" CMU 2" RIGID INSULATION FLUID APPLIED AIR BARRIER MTL. TRIM 3/4" PLYWOOD BRICK VENEER MASONRY TIES @ 16" O.C. Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A7.01 PLAN DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1 1/2" = 1'-0"A3 TYP. PLAN DETAIL @ WINDOW 1 1/2" = 1'-0"A1 PLAN DETAIL @ GARAGE WALL 1 1/2" = 1'-0"B1 PLAN DETAIL @ GARAGE WALL1 No. Description Date 53 TYPICAL LOWER PRIORITY PARTITIONS FRAMED TIGHT TO & INDEPENDENT OF HIGHER PRIORITY PARTITION C HIGHER PRIORITY PARTITION HIGHER PRIORITY PARTITIONS SHALL BE CONSTRUCTED PRIOR TO ALL ADJACENT PARTITIONS W/ UNINTERRUPTED GWB FACING 4'-0" GWB OUTER PANEL 4'-0" GWB INNER PANEL 4'-0" GWB OUTER PANEL 4'-0" GWB INNER PANEL 1. STAGGER VERT JOINTS SO THEY OCCUR OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITION 2. STAGGER JOINTS OF SECOND LAYER FROM FIRST LAYER 3. WHEN 8'-0" SHEETS ARE APPLIED HORIZONTALLY SAME RULES APPLY 4'-0" GWB PANEL 16" MAX STUD SPACING 4'-0" GWB PANEL Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A7.11 STANDARD PLAN DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1 1/2" = 1'-0"A1 GWB PARTITION INTERSECTIONS 1 1/2" = 1'-0"A2 WALLBOARD JOINT LAYOUT No. Description Date 54 TOP OF WALL 9' -4" 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF 2" RIGID INSULATION 1 1/2" MTL DECK 2" RIGID INSULATION 2x6 W/ EXPN BOLTS, SEE STRUCT. MTL. FLASHING, TO MATCH STANDING SEAM FASCIA 8" BOND BEAM 2 1/2" MTL. STUD 3x BRICK SOLDIER COURSE STANDING SEAM FASCIA 5/8" GWB TRUSS UPLIFT ANCHOR, SEE STRUCT. LIGHT GAUGE ROOF TRUSS, BY SUPPLIER 8" CMU, GROUT SOLID THRU WALL FLASHING W/ WEEPS PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA FLUID APPLIED AIR BARRIER 5/8" GWB SHEATHING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA FIBERGLASS Z-GIRT 3/4" PLYWOOD BACKING 2x2 ACOUSTICAL PANEL CEILING HANGER WIRE TOP OF WALL 9' -4" 2" RIGID INSULATION 1 1/2" MTL DECK MTL. TRIM LIGHT GAUGE ROOF TRUSS, BY SUPPLIER OVERHEAD SECTIONAL DOOR TRACK, INSTALL PER MANUFACTURER SPECIFICATIONS 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF 2" RIGID INSULATION MTL. FLASHING, TO MATCH STANDING SEAM FASCIA STANDING SEAM FASCIA PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA MTL. FLASHING, TO MATCH STANDING SEAM FASCIA FIBERGLASS Z-GIRT 3/4" PLYWOOD BACKING PR WOOD BLOCKING 2 1/2" MTL. STUD MASONRY LINTEL, SEE STRUCT. 2x6 W/ EXPN BOLTS, SEE STRUCT. TRUSS UPLIFT ANCHOR, SEE STRUCT. FLUID APPLIED AIR BARRIER MTL. STUD RAFTER, SEE SREUCT. 3/4 PLYWOOD, BEYOND TOP OF WALL 9' -4" 2" RIGID INSULATION 1 1/2" MTL DECK 2x6 W/ EXPN BOLTS, SEE STRUCT. 3x BRICK SOLDIER COURSE 2 1/2" MTL. STUD 5/8" GWB MASONRY LINTEL, SEE STRUCT. 8" BOND BEAM, GROUT SOLID THRU WALL FLASHING W/ WEEPS LOOSE LINTEL, SEE STRUCT. MASONRY LINTEL, SEE STRUCT. 8" CMU, GROUT SOLID LIGHT GAUGE ROOF TRUSS, BY SUPPLIER MORTAR NET ALUM. STOREFRONT DOOR 3 5/8" MTL. STUD PR WOOD BLOCKING BACKER ROD & SEALANT STEP CMU @ EACH TRUSS 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF STANDING SEAM FASCIA PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA MTL. FLASHING, TO MATCH STANDING SEAM FASCIA FIBERGLASS Z-GIRT 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA 2x2 ACOUSTICAL PANEL CEILING HANGER WIRE MTL. THRU-WALL FLASHING W/ WEEPS @ 16" O.C. 8" INVERTED BOND BEAM 8" CMU, GROUT SOLID, SEE STRUCT. 2 1/2" MTL. STUD 5/8" GWB PR WOOD BLOCKING BACKER ROD AND SEALANTSTOREFRONT WINDOW SYSTEM MTL. COPING CAP PR WOOD BLOCKING FLIUD APPLIED AIR BARRIER MORTAR NET BRICK VENEER W/ MASONRY TIES @ 16" O.C. 5/8" GWB TOP OF WALL 9' -4" 2" RIGID INSULATION 1 1/2" MTL DECK 8" BOND BEAM 2 1/2" MTL. STUD 3x BRICK SOLDIER COURSE 5/8" GWB TRUSS UPLIFT ANCHOR, SEE STRUCT. LIGHT GAUGE ROOF TRUSS, BY SUPPLIER 8" CMU, GROUT SOLID, SEE STRUCT. PR WOOD BLOCKING MASONRY LINTEL, SEE STRUCT. THRU WALL FLASHING W/ WEEPS 5/8" GWB BACKER ROD AND SEALANT 6" x 6" MTL. GUTTER, FINISH TO MATCH STANDING SEAM FASCIA STANDING SEAM MTL ROOF 2" RIGID INSULATION 2x6 W/ EXPN BOLTS, SEE STRUCT. MTL. FLASHING, TO MATCH STANDING SEAM FASCIA STANDING SEAM FASCIA PR WOOD BLOCKING, FASTEN TO DECK 3/4" PLYWOOD BACKING MTL. FLASHING, TO MATCH STANDING SEAM FASCIA MTL. FLASHING, TO MATCH STANDING SEAM FASCIA FIBERGLASS Z-GIRT 3/4" PLYWOOD BACKING 2x2 ACOUSTICAL PANEL CEILING HANGER WIRE FIRST FLOOR 0" MTL. THRU-WALL FLASHING W/ WEEPS @ 16" O.C. MORTAR NET BRICK VENEER W/ MASONRY TIES @ 16" O.C. 8" CMU, GROUT SOLID, SEE STRUCT. 2 1/2" MTL. STUD 5/8" GWB CONCRETE SLAB, SEE STRUCT. 2" RIGID INSULATION CRUSHED STONE CONCRETE FOOTING, SEE STRUCT. GROUT SOLID BELOW GRADE FLUID APPLIED AIR BARRIER VAPOR BARRIER 8" CMU, SEE STRUCT. Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A7.21 SECTION DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1 1/2" = 1'-0"C2 TYP. SECTION DETAIL @ EXT. WALL 1 1/2" = 1'-0"B2 SECTION DETAIL @ GARAGE DOOR 1 1/2" = 1'-0"C4 SECTION DETAIL @ ENTRY 1 1/2" = 1'-0"B1 TYP. SECTION DETAIL @ WINDOW SILL 1 1/2" = 1'-0"C1 TYP. SECTION DETAIL @ WINDOW HEADER 1 1/2" = 1'-0"A1 TYP. SECTION DETAIL @ FOOTING No. Description Date 55 BOX HEADER SECTION A-A 1/8 1/8 1 1/2-16 18 GA OR 16 GA RUNNERS BOX HEADER SECTION B-B BOX HEADER SECTION A-A 1/8 1/8 1 1/2-16 18 GA OR 16 GA RUNNERS BOX HEADER SECTION B-B FILL SOLID W/ SPRAY FOAM INSULATION DURING CONSTRUCTION OF HEADER FILL SOLID W/ SPRAY FOAM INSULATION DURING CONSTRUCTION OF HEADER OPENING HEADER JAMB STUDS UP TO 4'-0" 4'-0" -8'-0" 8'-0" -12'-0" (2) 6" 18 GA (2) 8" 16 GA (2) 8" 16 GA (2) 20 GA (3) 20 GA (4) 20 GA NOTE: 1. FOR OPENINGS GREATER THAN 12'-0", STUDS ARE SUPPORTED VERTICALLY BY STRUCTURE AND HORIZONTALLY BY DIAGONAL BRACING 1 1/2-24 TYP 1/8 1/8 JAMB STUDS (FULL HEIGHT) B B A A 5/8" GWB ON MTL STUDS MOUNTING ANGLES DUCT SLEEVE A 1 HR RATED B 2 HR RATED REQUIRED EXPANSION CLEARANCE C SLOTTED DEFLECTION TRACK SMS, BS TOP OF STUDS SMS, BS SLOTTED DEFLECTION TRACK ATTACH TO STRUCTURE ABOVE W/ SMS OR PDF 3/4"Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A7.31 STANDARD SECTION DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 3" = 1'-0"A4 STUD BOX HEADER DETAIL 3" = 1'-0"A3 STUD BOX HEADER DETAIL W/ INSULATION 3" = 1'-0"A2 STUD BOX HEADER SCHEDULE 1 1/2" = 1'-0"A1 FIRE DAMPER FRAMING DETAILS 3" = 1'-0"B3 DEFLECTION TRACK No. Description Date 56 STEP 1 6"4" (1.) INSTALL 3" x 4" BASE FLASHING AT PERIMETER OF BALCONY WITH NO SEAMS AT DOOR. (2.) CUT BASE AT DOOR OPENING AS NEEDED. (3.) PROCEED TO STEP #2. STEP 2 (1.) INSTALL 60 MIL WATERPROOFING AT ENTIRE BALCONY TERMINATING 3" ONTO BASE OF WALL FLASHING. 3" x 4" "L" FLASHING STEP 3 (1.) INSTALL 60 MIL BASE FLASHING AT DECK-TO-WALL TRANSITION. (2.) CUT AND FOLD MEMBRANE OVER INTO DOORWAY AS SHOWN. (3.) PROCEED TO STEP #4.8"BOTTOM LEAF OF FLASHING 60 MIL MEMBRANE INSTALLED 8" UP VERTICAL WALL STEP 4 (1.) FASTEN CORNERS OF DOOR DETAILS UTILIZING 26 GAUGE OUTSIDE POCKET. POCKET MUST FIT OVER FLASHING AND MEMBRANE SEAMS. (2.) FASTEN WITH 1/4" GALVANIZED NAILS AS SHOWN. (3.) PROCEED TO STEP #5 PRE-FORMED 26 GAUGE METAL OR RIGID PLASTIC OUTSIDE CORNER FLASHING SOLDERED WATER TIGHT STEP 5 (1.) INSTALL 26 GAUGE COUNTER FLASHING AT DOOR. TRIM COUNTER FLASHING TO HAVE ONE INCH TABS RUN PAST DOOR EDGE AS SHOWN. 1" 6" STRIP MEMBRANE SEALED WITH MASTIC 26 GAUGE C-90 COMBO POCKET SOLDERED WATER TIGHT 26 GAUGE 4" x 3" COUNTER FLASHING FLASHING END DAM NOTE: MTL FLASHING OUT OF ONE PIECE MATERIAL W/ NO SOLDER PRE-FORMED CORNER FLASHING (MIN. 6" CORNER) SET IN FULL BED OF MASTIC 1 2 3 4 5 ADJACENT WALL BALCONY DECK BUILDING WRAP AS SPECIFIED -TURN ONTO DECK 2" PLYWOOD DECK P.T. BLOCKING -COORDINATE SIZE W/ SCHED. FINISHES4"3"1 1/2"METAL DRIP FLASHING 3" x 1 1/2" -CUT AND BEND END BACK TO WALL TO COVER WOOD BLOCKING 60 MIL ELASTOMERIC MEMBRANE MIN. 1" LAP OVER DRIP FLASHING AND UP SIDE WALL A MIN. OF 3" 4" x 4" SUPPORT 12" O.C. (T-BAR SPACER) COUNTER FLASHING MEMBRANE FLASHING MIN. 8" FLASHING UP SIDE WALL AND 4" ONTO DECK. SEAL ALL EDGES WITH MASTICPRE-FORMED CORNER FLASHING (SEE STEP ONE) LAP FLASHING BUILDING WRAP T-BAR DRIP FLASHING 60 MIL MEMBRANE PRE-FORMED ALUMINUM CORNER DAM FLASHING (MIN. 4" COVER SIDES AND BOTTOM SLOTTED TO SLIP UNDER T-BAR EDGE CONTINUOUS EXTRUDED ALUMINUM T-BAR EDGE INSIDE CORNER DETAIL OUTSIDE CORNER DETAIL BALCONY EDGE DETAIL USE MEMBRANE PATCH W/ LAP SEALANT OR LIQUID MEMBRANE PATCH AT CORNER TO ENSURE SEAL 1. TYPICAL 3" x 4" 26 GAUGE BASE FLASHING CUT AND FOLD AS SHOWN EDGE OF WATERPROOF MEMBRANE ON TOP OF FLASHING SET IN LAP SEALANT 2. TYPICAL 3" x 4" 26 GAUGE BASE FLASHING OVER PIECE 1. EDGE OF WATERPROOF MEMBRANE ON TOP OF FLASHING SET IN LAP SEALANT USE LIQUID MEMBRANE PATCH AT CORNER TO ENSURE SEAL PIECE 1 2. 1. 1. 8" x 8" SQUARE OF 26 GAUGE FLASHING CUT AND INSTALLED OVER DECK AND SHEATHING AS SHOWN5"8"8" NOTE: PRIME ALL SUBSTRATES PRIOR TO ADHERING ANY FLASHING6" BASE FLASHING AT WALL2"5"EXTERIOR SHEATHING (15# BUILDING PAPER ON SHEATHING TO OVERLAP ALL MEMBRANE FLASHING) WALL OR COLUMN CORNER - WRAP FLASHING AROUND CORNER 2" MIN. (ALL SIDES IF COLUMN) ALUMINUM T-BAR 1500 T- FLASHING ON 4" STRIP OF 30 MIL SELF-ADHERING WATERPROOF MEMBRANE FLASHING TAPE LINE OF 4" FLASHING TAPE ON OSB DECK PRE-FORMED ALUMINUM CORNER DAM FLASHING (MIN. 4" COVER SIDES AND BOTTOM) SLOTTED TO SLIP UNDER T-BAR EDGE GALVANIZED ROOFING NAIL SET IN SEALANT (TYP.) 60 MIL WATERPROOF MEMBRANE IS APPLIED OVER ALL BASE FLASHING, DRIP EDGE FLASHING, AND DECK 1. MIN. 6" x 6" SELF-ADHERING MEMBRANE CUT SLIT IN SIDE 2A. CUT MEMBRANE AT ANGLES UP CONDUIT AND FOLD UP 2B. WRAP MEMBRANE FLASHING AROUND WITH OVERLAP AT SLIT AND "TOP" OVERLAPPING "BOTTOM" 3. FOLD MEMBRANE DOWN AND PROVIDE TAPE OVER CUTS IN MEMBRANE A INSTALL MOISTURE BARRIER (M.B.) CONTINUOUSLY OVER WINDOW OPENING STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 -SIDING / PANEL STEP 8 -SIDING / PANEL B CUT M.B. USING "I" METHOD. TURN M.B INTO R.O. AT JAMBS ONLY WINDOW ROUGH OPENING A FOLD M.B. INTO OPENING AT JAMBS AND SILL AND STAPLE INTO PLACE A MAKE 45° CUT 16" LONG AT EACH CORNER B FOLD "FLAP" UP AND TEMPORARILY STAPLE INTO PLACE A INSTALL MIN. 1/2" PLYWOOD STRIP AT INTERIOR SIDE OF WINDOW SILL B WRAP SILL WITH SELF- ADHERING MEMBRANE AND CONTINUE UP JAMBS 4" A SET WINDOW WITH HEAD AND JAMB FLANGES IN SEALANT -DO NOT SEAL SILL. SET WINDOW ON RIGID PLASTIC SHIMS TO SUPPORT WINDOW AND PROTECT MEMBRANE FLASHING. B STRIP IN HEAD WITH MIN. 8" PEEL AND STICK A STRIP IN JAMBS WITH MIN. 8" PEEL AND STICK A FOLD M.B. DOWN OVER MEMBRANE FLASHING B TAPE CUTS IN M.B. TO PROVIDE WATERTIGHT SEAL A INSTALL WOOD TRIM AT PERIMETER OF WINDOW B INSTALL METAL HEAD FLASHING ABOVE WINDOW TRIM C INSTALL 6" SELF-ADHERING MEMBRANE OVER METAL HEAD FLASHING 1" LARGER THAN PIPE MTL. ROOF 2" RIGID INSULATION MTL. DECK STAINLESS STEEL CLAMPING RING BUTYL TAPE & SEALANT SYNTHETIC UNDERLAYMENT PRE-MOLDED BOOT GASKETSEALANT VENT STACK, SEE PLUMB. Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A7.41 STANDARD FLASHING DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 12" = 1'-0"A4 DOOR FLASHING DETAILS 3" = 1'-0"D5 FLASHING END DAM 12" = 1'-0"A1 FLASHING INSTALLATION DETAILS 3" = 1'-0"D4 VENT AND ELECTRICAL BOX FLASHING 1/4" = 1'-0"C1 WINDOW FLASHING INSTALLATION SEQUENCE AT MASONRY 3" = 1'-0"C2 TYP. VENT PENETRATION AT MTL. ROOF No. Description Date 57 2"SCHEDULED WIDTH 2"SCHEDULED HEIGHT2"NOTE: REFER TO WINDOW ELEVATIONS FOR REMAINING FRAMES 2"SCHEDULED WIDTH 2"SCHEDULED HEIGHT4"NOTE: REFER TO WINDOW ELEVATIONS FOR REMAINING FRAMES SCHEDULED WIDTH SCHEDULED HEIGHT8"10"SCHEDULED WIDTH SCHEDULED HEIGHT6"6" G1 2"2"5' - 4"4' - 8"G1G1 2"2"2"2"2"7' - 4"G1 2"2"2"2' - 8"1' - 6" G1 DOOR AS SCHEDULED GLASS TYPES G1 1/4" CLEAR TEMPERED GLASS G2 1" INSULATED LOW E TEMPERED GLASS G3 G5 1" INSULATED LOW E GLASS G6 45 MINUTE RATED GLASS G4 1/2" INSULATED LOW E TEMPERED GLASS 1/2" CLEAR TEMPERED GLASS HM FRAME CONT SEALANT UNRATED PARTITION, SEE PLANS JAMB ANCHOR CONT SEALANT CONT SEALANT 8" CMU WALL BACKER ROD & SEALANT, BS BRICK SURROUND FLUID APPLIED AIR BARRIER, CONTINUE INTO OPENING 2.5" MTL. STUD WOOD BLOCKING 5/8" GWB ALUM FRAME & DOOR 8" CMU WALL SEALANT, BS BRICK SURROUND FLUID APPLIED AIR BARRIER, CONTINUE INTO OPENING HM FRAME FILL SOLID W/ GROUT SCHEDULED WIDTH SCHEDULED HEIGHTOVERHEAD GARAGE DOOR, INSTALL PER MANUFACTURER SPECIFICATIONS 3/8" GALV. BENT PLATE CHANNEL FRAME, PAINT TO MATCH DOOR 8" CMU BRICK SURROUND FLUID APPLIED AIR BARRIER, CONTINUE INTO OPENING MINIMUM 8" ON EXTERIOR SURFACE 4" CONC W/ SEALER DOOR SWEEP DOOR ALUMINUM THRESHOLD 1/2" MAX.VARIESCONCRETE WALKWAY T9A -CERAMIC TILE IN LIEU OF CONCRETE SEALER VINYL COMPOSITE TILE DOOR ALUMINUM THRESHOLD - SEAT IN MASTIC 1/2" MAX.VARIESCONCRETE WALKWAY EXP. JOINT MATERIAL VINYL COMPOSITION TILE SCHLUTER RENO-TK OR RENO U, SATIN ANODIZED ALUMINUM TRANSTION STRIP DOOR CONC. W/ SEALER SIM TO SIM DOOR CARPET SCHLUTER RENO-TK OR RENO U, SATIN ANODIZED ALUMINUM TRANSTION STRIP DOOR VINYL COMPOSITION TILE Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A9.03 DOOR SCHEDULE, DOOR & WINDOW DETAILS, TRANSITIONS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 DOOR SCHEDULE Door Frame CommentsMark Width Height Elevation Material Finish Hardware Fire Rating Frame Type Frame Material Frame Finish Jamb FIRST FLOOR 101 3' - 0" 7' - 2" D3 ALUM/GLASS 1 ALUM J3 STOREFRONT SYSTEM, GLASS TO MATCH EXISTING BUILDING 102 3' - 0" 7' - 2" D1 SCWD 7 F1 HM J1 103 3' - 0" 7' - 2" D1 SCWD 4 F1 HM J1 104 3' - 0" 7' - 2" D1 SCWD 6 F1 HM J1 105A 3' - 0" 7' - 0" D1 SCWD 5 F1 HM J1 105B 3' - 0" 7' - 2" D1 ALUM 8 F1 HM ALUM J1 106 3' - 0" 7' - 0" D1 ALUM 2 F2 HM ALUM J2 106A 12' - 0" 8' - 8" ALUM 9 AS SPECIFIED ALUM Aluminum J4 CONFIRM TRACK REQUIREMENTS WITH OVERHEAD DOOR 107A 3' - 0" 7' - 2" D1 ALUM 8 F1 HM ALUM J1 107B 6' - 0" 7' - 0" D2 ALUM 3 F2 HM ALUM J2 3" = 1'-0" J2 - JAMB AT EXTERIOR CMU WALL 3" = 1'-0" J1 - JAMB AT METAL STUD WALL 3" = 1'-0" J3 - JAMB AT EXTERIOR CMU WALL W/ FURRING & STOREFRONT 1/2" = 1'-0" F1 - TYPICAL FRAME TYPE 1/2" = 1'-0" F2 - MASONRY FRAME TYPE 1/2" = 1'-0" D1 - DOOR TYPE 1/2" = 1'-0" D3 - DOOR TYPE 3" = 1'-0" EXTERIOR TRANSITION - CONCRETE TO CONCRETE 3" = 1'-0" EXTERIOR TRANSITION - CONCRETE TO VCT 3" = 1'-0" TRANSITION - SIM TO SIM 1/2" = 1'-0" WINDOW A 1/2" = 1'-0" WINDOW B 3" = 1'-0" TRANSITION - CONCRETE TO VCT 3" = 1'-0" TRANSITION - VCT TO TILE 1/2" = 1'-0" D2 - DOOR TYPE 3" = 1'-0" J4 - JAMB AT EXTERIOR GARAGE DOOR No. Description Date 58 STORAGE 106 FLEX 105 MECH / H.W. 107 TOILET 104 TOUCH DOWN 103 OFFICE 102 ENTRY 101 FUTURE OFFICES 108 FLOOR PLAN LEGEND PLAN NORTH TRUE NORTH 1 HOUR FIRE RATED PARTITION 2 HOUR FIRE RATED PARTITION FLOOR FINISH LEGEND SC-1 T-1 LVT-1 NOTES 1. SEE MATERIAL LEGEND FOR PRODUCT INFORMATION - - - - - - A2.01 A1 --A2.01C4A2.01 A4 A2.01 C1 STORAGE 106 FLEX 105 MECH / H.W. 107 TOILET 104 ENTRY 101 TOUCH DOWN 103 OFFICE 102FUTURE OFFICES 108 FINISH NOTES 1. ALL NEW WALL AND CEILING FINISHES SHALL COMPLY WITH 803 OF THE IFC AND FLOOR FINISHES SHALL COMPLY WITH 804 OF THE IFC. 2. GC SHALL BE RESPONSIBLE FOR COMPLYING WITH VOLATILE ORGANIC COMPOUND REGULATIONS FOR ALL FINISH MATERIALS. 3. GC SHALL PROVIDE GWB FINISH IN COMPLIANCE WITH GYPSUM ASSOCIATION GA214-96. 4. FLOOR SURFACE SHALL BE CLEAN AND CLEAR OF DEBRIS OR MATERIAL PRIOR TO CONSTRUCTION. FLOAT AND SCRAPE TO PROVIDE LEVEL SURFACE FOR NEW SPECIFIED FINISH. 5. CONTRACTOR SHALL PROVIDE NECESSARY SHORING OR TEMPORARY SUPPORT AS REQUIRED. 6. ALL CUTTING AND PATCHING WORK SHALL BE DONE IN A NEAT MANNER WITH QUALITY WORKMANSHIP AND IN ACCORDANCE WITH A PROFESSIONAL STANDARD OF CARE. 7. ALL FINISHES SPECIFIED ARE APPROVED BY THE OWNER/DEVELOPER; NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PROPER APPROVAL FROM OWNER/DEVELOPER & INTERIOR DESIGNER IN WRITING. 8. REFER TO THE CONSTRUCTION PLANS DIMENSIONS FOR ALL PRELIMINARY FINISH MATERIAL TAKE-OFFS. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDER PLACEMENT. 9. UNLESS NOTED OTHERWISE (U.N.O.), PROVIDE SATIN ALUMINUM FINISH TRANSITION STRIPS BY SCHLUTER OR EQUAL AT ALL FLOOR FINISH TRANSITIONS. VINYL AND MARBLE THRESHOLDS WILL NOT BE ACCEPTED. U.N.O., TRANSITION FINISHES AT CENTER OF DOOR. FLOAT OR FEATHER ALL FLOORING MATERIALS AS REQUIRED TO ENSURE A LEVEL TRANSITION BETWEEN MATERIALS OF VARYING THICKNESS. CHANGES IN LEVEL SHALL BE 1/4" MAXIMUM VERTICAL AND 1/2" MAXIMUM WITH A 1:2 BEVEL. a. SIMILAR HEIGHT TRANSITIONS = SCHLUTER SCHIENE, SATIN ANODIZED ALUMINUM i.TILE TO CARPET ii. TILE TO WOOD iii.TILE TO RUBBER SPORTS FLOOR b. SLOPED TRANSITIONS = SCHLUTER RENO-TK OR RENO U, SATIN ANODIZED ALUMINUM c. CARPET TO LVT = SCHLUTER RENO-TK OR RENO U, SATIN ANODIZED ALUMINUM i. ALTERNATE: ROPPE SLIM PROFILE CARPET REDUCER STRIP, COLOR TBD d. TOP OF WALL TILE TRANSITION IF NOT FULL HEIGHT = SCHLUTER JOLLY, SATIN ANODIZED ALUMUINUM e. WALL TILE TO CONCRETE FLOOR = SCHLUTER DILEX AHKA, SATIN ANODIZED ALUMINUM f. FLOOR FINISH TO CONCRETE FLOOR = SCLUTER RENO-U, COMES IN VARYING HEIGHTS SO MUST BE IN ADA HEIGHT, SATIN ANODIZED ALUMINUM 10. TRANSITION FINISHES SHALL OCCUR AT CENTER OF DOOR OPENING OR AS INDICATED ON FLOOR PLANS. 11. CONTINUE FLOORING AND WALL BASE MATERIAL AS SCHEDULED UNDER MILLWORK AND INTO ALL MILLWORK RECESSES. 12. WALLS THAT CONTAIN MECHANICAL VENTS, ACCESS DOORS, ELECTRICAL PANELS, ETC., SHALL BE PAINTED THE COLOR OF THE WALL IN WHICH IT IS LOCATED. 13. CEILINGS THAT CONTAIN MECHANICAL VENTS, ACCESS DOORS, ETC., SHALL BE PAINTED CEILING COLOR. 14. ALL ELECTRICAL OUTLET COVERS & PLUGS SHALL MATCH AND BE WHITE IN COLOR WITH WHITE PLUGS. DARK WALLS SHALL BE BLACK WITH BLACK PLUGS. DECORATIVE WALLS (SUCH AS TILE) TO BE STAINLESS STEEL WITH GRAY PLUGS. FLOORBOXES TO BE METAL, NOT PLASTIC, SATIN ALUMINUM FINISH. 15. ALL SURFACES RECEIVING PAINT, VARNISH, OR WALLCOVERING SHALL BE PREPARED ACCORDING TO MANUFACTURER'SSPECIFICATIONS FOR APPLIED FINISH PRIOR TO INSTALLATION OR APPLICATION OF FINISH MATERIAL WHETHER GYPSUM BOARD, CMU, BRICK, ETC. PAINTER TO DETERMINE CORRECT PAINT TYPE FOR INSTALLATION. 16. PAINT INSTALLATION SHALL CONSIST OF MIN. ONE COAT OF PRIMER AND MIN. TWO COATS OF SPECIFIED PAINT TO PRODUCE A SATISFACTORY FINISH APPEARANCE. INSTALLATION OF ALL PAINT MATERIALS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CORRECT PAINT TYPE AND FINISH TO BE DETERMINED BY PAINTER FOR GYPSUM BOARD, CMU, BRICK, ETC. TYPE WALLS. a. U.N.O., ALL PTD. INTERIOR HOLLOW METAL FRAMES SHALL RECEIVE A WATERBASED ALKYD SEMI-GLOSS PAINT WITH LOW VOC'S. COLOR SHALL MATCH EXISTING ADJACENT WALL PAINT COLOR. b. U.N.O., ALL GWB CEILINGS SHALL RECEIVE FLAT FINISH. c. U.N.O., ALL EXPOSED CEILINGS SHALL RECEIVE FLAT FINISH. ALL CONDUIT, PIPING AND HVAC DUCT TO BE PAINTED TO MATCH CEILING. d.U.N.O., ALL GWB WALLS SHALL RECEIVE EGGSHELL FINISH. e. U.N.O,, ALL DOORS SHALL BE PAINTED: INTERIOR SEMI-GLOSS AND EXTERIOR TO BE EXTERIOR GRADE. 17. DOORS: SEE ARCHITECTURAL DOOR SCHEDULE a. ALL DOORS SHALL BE LEVER SET IN SATIN NICKEL. b. ALL GLASS DOORS SHALL HAVE ROCKWELL NEOTEK OFFSET PULLS, 16"L, WITH SQUARE ENDS. c. ALL DOORS AND SIDELIGHTS TO RECEIVE 1”FROSTED WINDOW FILM BAND BY GC. d.MILLWORK CABINET DOOR PULLS SHALL HAVE AMEROCK BLACKROCK 5”; SATIN NICKEL 18. ALL FLOORING MATERIALS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. INSTALLATION SHALL BE FREE OF ABRASION,BUBBLES, CRACKS, AND OTHER IMPERFECTIONS. SEAMING SHALL BE VISIBLY CONCEALED. 19. PROVIDE WATERPROOF AND CRACK ISOLATION MEMBRANE IN ALL AREAS RECEIVING PORCELAIN FLOOR TILE. PROVIDE APPROPRIATE EXPANSION AND CONTROL JOINTS PER CURRENT T.C.N.A RECOMMENDATIONS. REFER TO TCNA EJ-171-09 FOR MOVEMENT JOINTS -VERTICAL AND HORIZONTAL. 20. TILE INSTALLATION SHALL BE SLOPED TO DRAINS; TILE AND SUBSTRATE SHALL BE INSTALLED PER TCNA GUIDELINES; MOISTURE RESISTANT GYPBOARD SHALL BE USED BEHIND WALLS THAT ARE WET WALLS. 21. ALL FLOOR GROUT TO BE STAR QUARTZ GROUT. 22. G.C. TO FINISH GWB TO FINISHED FLOOR SO THAT BASE IS APPLIED TO A SMOOTH SURFACE. 23. FLOORING PATTERN HATCHING IS FOR MATERIAL INFORMATION AND DESIGN INTENT ONLY. CONTRACTOR SHALL SUBMIT FLOORING SEAMING / PATTERN LAYOUT DIAGRAM TO INTERIOR DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING AND INSTALLATION. INDICATE ON CARPET SEAMING DIAGRAM THE DIRECTION OF PATTERN INSTALLATION. CUT TILES LESS THAN 1/3 OF A FULL SIZE PIECE WILL NOT BE ACCEPTED. COORDINATE WITH ARCHITECT AS REQUIRED TO AVOID PORCELAIN TILE "SLIVERS". 24. CEILINGS SHALL BE INSTALLED PER PLAN DIAGRAMS. CEILINGS SHALL BE INSTALLED TO AVOID TILE “SLIVERS”. CUT TILES LESS THAN 6”WILL NOT BE ACCEPTED. 25. REFER TO INTERIOR ELEVATIONS FOR ALL MILLWORK FINISH DESIGNATIONS. 26. GC SHALL SUBMIT FINISH SAMPLES TO INTERIOR DESIGNER AND ARCHITECT FOR REVIEW PRIOR TO ORDER AND INSTALLATION. MATERIALS LEGEND DESIGNATION ACT-1 PLAM-1 PLAM-2 LVT-1 PNT-1 PNT-2 PNT-3 RB-1 SC-1 T-1 FINISH TYPE ACOUSTICAL CEILING TILE PLASTIC LAMINATE PLASTIC LAMINATE LUXURY VINYL TILE PAINT PAINT PAINT RUBBER BASE SEALED CONCRETE FLOOR TILE MANUFACTURER SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS STYLE NAME / NUMBER EGGSHELL EPOXY FLAT COLOR NAME / SIZE SW6147 PANDA WHITE SW6147 PANDA WHITE SW7674 PEPPERCORN LOCATION / COMMENTS FIELD PAINT, TYP FIELD PAINT IN TOILET ONLY. SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATION. EXP. CEILING PAINT TYP. FLOOR TILE COORDINATING 6"X12" COVE BASE TO MATCH, GROUT TBD. WHITE/ 24"X24"OLYMPIA MICRO ACOUSTICAL PANELS #4210USG FINE LINE BEVEL TEGULAR, 0.60 NRC/ 35 CAC. SEE FINISH SCHEDULE AND RCP FOR LOCATION. FRENCH LINEN 5016-38STANDARD LAMINATEWILSONART UPPER AND LOWER CASEWORK LOCATIONS. SEE INTERIOR ELEVATIONS. GRAPHITE 10657-60STANDARD LAMINATEWILSONART FLEX COUNTERTOP LOCATION. SEE INTERIOR ELEVATIONS. WIL204 BARLEY/ 2.5MMLOCAL MEASURE WILDERNESSMILLIKEN SEE FINISH SCHEDULE FOR LOCATION. 11 CANVAS WB/ 4"TRADITIONAL VINYLJOHNSONITE 1/8"(TV) SEE FINISH SCHEDULE FOR LOCATION. TBDTBDTBD TBD BEIGE/ 24"X24"MEDIANDALTILE FRP-1 FIBER REINFORCED POLYMER WALL SEE FINISH SCHEDULE FOR LOCATIONSWHITE SMOOTH S2SC-48/ 4'X8'FRP STANDARDUSFRP Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A9.21 FINISH SCHEDULE / FINISH & AV/SEC. & FURNITURE PLANS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 FINISH SCHEDULE Number Name Floor Finish Base Finish Ceiling Finish Casework Countertop Wall Finish CommentsNorth South East West 101 ENTRY LVT-1 RB-1 ACT-1 - - PNT-1 PNT-1 PNT-1 PNT-1 102 OFFICE LVT-1 RB-1 ACT-1 - - PNT-1 PNT-1 PNT-1 PNT-1 103 TOUCH DOWN LVT-1 RB-1 ACT-1 - - PNT-1 PNT-1 PNT-1 PNT-1 104 TOILET T-1 T-1 ACT-1 - - PNT-2 PNT-2 PNT-2 FRP-1 105 FLEX LVT-1 RB-1 ACT-1 PLAM-1 PLAM-2 PNT-1 PNT-1 PNT-1 PNT-1 106 STORAGE SC-1 RB-1 O.T.S/ PNT-3 - - PNT-1 PNT-1 PNT-1 PNT-1 107 MECH / H.W. SC-1 RB-1 O.T.S/ PNT-3 - - PNT-1 PNT-1 PNT-1 PNT-1 108 FUTURE OFFICES LVT-1 RB-1 ACT-1 - - - PNT-1 PNT-1 PNT-1 1/8" = 1'-0"A1 FIRST FLOOR FURNITURE PLAN 1/8" = 1'-0"B1 FIRST FLOOR FINISH PLAN 1/8" = 1'-0"A3 FIRST FLOOR AV/SEC PLAN No. Description Date 59 2' - 6"3' - 0"1' - 3"FILLER FILLER 1' - 3"3' - 0"2' - 6"2' - 10"1' - 8"2' - 6"SCHEDULED BASE GWB, PNT-1 PLAM-1 UPPER CASEWORK PLAM-1 LOWER CASEWORK PLAM-2 COUNTERTOP B5 A12.11 Sim A5 A12.11 Sim B4 A12.11 Sim 1' - 3"2' - 10"1' - 5" FRP-1 SCHEDULED TILE BASE WALL HUNG SINK Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A11.01 FIRST FLOOR INTERIOR & TOILET ELEVATIONS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 1/2" = 1'-0"A1 FLEX 105 - EAST 1/4" = 1'-0"A4 TOILET 104 - WEST No. Description Date 60 1/2" VARIES4"6"1' - 10"4" - 6"VARIES2' - 10" U.N.O.BASE ATTACHED TO DOOR S.S. SINK PLAM CABINET SCHEDULED COUNTERTOP W/ SCHEDULED BACKSPLASH 1/2" VARIES4"6"1' - 10"4"2' - 10" U.N.O.BASE AS SCHEDULED PLAM CABINETS & DRAWERS SCHEDULED COUNTERTOP W/ SCHEDULED BACKSPLASH 1' - 2"2' - 6"2 ADJUSTABLE SHELVES VARIESPLAM CABINET 1' - 3" Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A12.11 CASEWORK DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 3/4" = 1'-0"A5 CASEWORK SECTION - ADA SINK 3/4" = 1'-0"B5 CASEWORK SECTION - BASE CABINET W/ DRAWER - ADA 3/4" = 1'-0"B4 CASEWORK SECTION - UPPER CABINET No. Description Date 61 000 ROOM NAMEVARIESVARIES ROOM NUMBER, TEXT 5/8" HIGH BUILDING OR DEPARTMENT EMBLEM ROOM NAME, TEXT 5/8" HIGH CONTRACTED BRAILLE CONTRACTED BRAILLEVARIES3/16"2"SIGNAGE TYPE "A"9"6 13/16"3/16"2"000 ROOM NAME 9" BUILDING OR DEPARTMENT EMBLEM ROOM NUMBER, TEXT 5/8" HIGH CONTRACTED BRAILLE PICTOGRAM-MAN, WOMAN, UNISEX, STAIR, ACCESSIBILITY ROOM NAME, TEXT 5/8" HIGH CONTRACTED BRAILLE SIGNAGE TYPE "B"9"6 13/16"3/16"2"000 IN CASE OF FIRE, DO NOT USE ELEVATOR. USE STAIRS. 9" BUILDING OR DEPARTMENT EMBLEM ROOM NUMBER, TEXT 5/8" HIGH CONTRACTED BRAILLE PICTOGRAM-MAN STAIR AND FLAME TEXT 1/2" HIGH CONTRACTED BRAILLE SIGNAGE TYPE "C"11"2"7"2"8 1/2" EVACUATION ROUTE IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS. PICTOGRAM-MAN STAIR AND FLAME TEXT 1/4" HIGH TEXT 5/8" HIGH THUMBSLOT CLEAR DISPLAY FOR EVACUATION PLAN SIGNAGE TYPE "D" 000 1' - 1" DIRECTIONAL TEXT DIRECTIONAL TEXT BUILDING OR DEPARTMENT EMBLEM DIRECTIONAL TEXT 5/8" HIGH ROOM NUMBER, 5/8" HIGH SIGNAGE TYPE "E" CONTRACTED BRAILLE7"4 13/16"3/16"2"STAIR # ROOF ACCESS FLOOR 1 FLOORS #-# EXIT ON LEVEL # SIGNAGE TYPE "F"8"6"STAIR NUMBER, 1/2" HIGH "NO ROOF ACCESS" OR "ROOF ACCESS", REFER TO FLOOR PLANS, 3/8" HIGH TEXT 1/2" HIGH FLOOR NUMBER, 2 5/8" HIGH CONTRACTED BRAILLE FLOORS CONNECTED BY STAIR, 3/8" HIGH "EXIT THIS LEVEL" OR "EXIT ON LEVEL #", 3/8" HIGH DIRECTIONAL ARROW TO NEAREST FLOOR WITH EXIT, COORDINATE WITH ADJACENT TEXT Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: A13.01 SIGNAGE SCHEDULE & DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS 10/21/2025 3" = 1'-0"D1 TYPICAL SIGNAGE ELEVATIONS No. Description Date 62 PLUMBING GENERAL NOTESWATER SUPPLY PIPING SPECIFICATIONSDRAINAGE PIPING SPECIFICATIONSGENERAL REQUIREMENTS:1. PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2018 NORTH CAROLINA STATE PLUMBING CODE AND WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.2. SCOPE: PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL PLUMBING SYSTEMS IN ACCORDANCE WITH ALL APPLICABLE CODES.3. PERMITS: APPLY AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION. ACREAGE CHARGES, FACILITIES CHARGES AND BOND PROPERTY ASSESSMENTS ARE NOT TO BE CONSTRUED TO BE A PART OF THIS CONTRACT.4. WARRANTY: PROVIDE A ONE YEAR WARRANTY, FROM THE DATE OF ACCEPTANCE OF WORK BY THE OWNER, FOR ALL PLUMBING MATERIALS AND EQUIPMENT.5. COORDINATE ALL PLUMBING PIPING LOCATIONS, ROUGH-IN LOCATIONS AND EQUIPMENT LOCATIONS WITH OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES. FINAL PIPING AND EQUIPMENT LOCATIONS SHALL BE A CODE COMPLIANT INSTALLATION FOR ALL TRADES.6. FIELD VERIFY PROPER OPERATION OF EXISTING SYSTEMS BEFORE STARTING CONSTRUCTION. NOTIFY THE ARCHITECT / ENGINEER OF RECORD OF ANY PROBLEMS OR DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS AND/OR ANY POTENTIAL PROBLEMS OBSERVED BEFORE CONTINUING WORK IN THE EFFECTED AREAS.7. WHERE DISCREPANCIES ARE FOUND IN THE DRAWINGS AND SPECIFICATIONS THE MORE STRINGENT SHALL APPLY. CONTACT ENGINEER FOR CLARIFICATION.8. ALL PIPING SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA.9. ALL VALVES, BACKFLOW PREVENTERS, BOOSTER PUMPS, ETC. SERVING THE DOMESTIC WATER SYSTEM SHALL MEET LEAD FREE STANDARDS PER ANSI/NSF 372 AND NSF 61, ANNEX G. 10. CUT WALLS, FLOORS AND CEILINGS AS REQUIRED FOR INSTALLATION OF PLUMBING WORK. ALL CUTTING SHALL BE HELD TO A MINIMUM. PATCH AND FINISH SURFACES TO MATCH ADJOINING SURFACES.11. PLUMBING PLANS SHALL NOT BE SCALED. REFERENCE THE ARCHITECTURAL PLANS FOR ALL LOCATIONS OF PLUMBING FIXTURES, WALLS, DOORS, WINDOWS, ETC.12. PLUMBING PIPING AND SPECIALTIES SHALL BE LOCATED CONCEALED IN WALLS, PARTITIONS OR ABOVE CEILINGS UNLESS NOTED OTHERWISE. PLUMBING PIPING IN EXPOSED AREAS SHALL BE RUN TIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE ACCESS DOORS FOR CONCEALED SPECIALTIES.13. PLUMBING PIPING, VENTS, ETC. EXTENDING THROUGH EXTERIOR WALLS AND/OR THE ROOF SHALL BE FLASHED AND COUNTER FLASHED IN A WATERPROOF MANNER. COORDINATE FLASHING WITH THE GENERAL CONTRACTOR.14. DO NOT INSTALL PLUMBING PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES. INSTALL PLUMBING PIPING SHOWN IN EXTERIOR WALLS ON THE CONDITIONED SIDE OF THE WALL INSULATION.15. PROVIDE NON-CONDUCTING DIELECTRIC UNIONS WHENEVER CONNECTING DISSIMILAR METALS.16. ATTACH HANGERS TO STRUCTURE, HANGERS SHALL NOT ATTACH TO THE DECK.17. PROVIDE ACCESS DOORS FOR VALVES, WATER HAMMER ARRESTORS, TRAP PRIMERS, ETC. CONCEALED IN MASONRY WALLS, GYPBOARD WALLS AND/OR CEILINGS THAT WILL REQUIRE MAINTENANCE ACCESS.18. PLUMBING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO: PLUMBING FIXTURES AND EQUIPMENT, FIRE STOPPING, PIPE IDENTIFICATION, DOMESTIC WATER SYSTEM, SANITARY WASTE AND VENT SYSTEM.PLUMBING FIXTURES AND EQUIPMENT:1. PROVIDE COMPLETE PLUMBING FIXTURES AND EQUIPMENT. INCLUDE SUPPLIES, STOPS, VALVES, FAUCETS, DRAINS, TRAPS, TAIL PIECES, ESCUTCHEONS, ETC.2. PLUMBING FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.3. NO PRIVATE LABELED MATERIALS WILL BE ACCEPTED AS EQUALS TO PRODUCTS SPECIFIED HEREIN.4. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SUBSTITUTIONS TO SPECIFIED PLUMBING FIXTURES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO; PROVIDING MAINTENANCE ACCESS CLEARANCE, PIPING, ELECTRICAL, REPLACEMENT OF OTHER SYSTEM COMPONENTS, BUILDING ALTERATIONS, ETC. AND ANY MODIFICATIONS TO ASSOCIATED MECHANICAL, ELECTRICAL OR PLUMBING SYSTEMS REQUIRED BY THE EQUIPMENTS INSTALLATION INSTRUCTIONS. ALL COSTS ASSOCIATED WITH SUBSTITUTIONS SHALL BE INCLUDED IN THE ORIGINAL BASE BID.FIRE STOPPING:1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED WALLS, FLOORS AND PARTITIONS. PROVIDE A DEVICE(S) OR SYSTEM(S) WHICH HAS BEEN TESTED AND LISTED AS COMPLYING WITH ASTM E-814 AND INSTALL IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING. PROVIDE A DEVICE(S) OR SYSTEM(S) WITH AN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING PENETRATED. REFER TO ARCHITECTURAL PLANS FOR WALL AND FLOOR TYPES.PIPE IDENTIFICATION:1. PIPE IDENTIFICATION SHALL MATCH THE FACILITY'S EXISTING STANDARD. IF NO STANDARD EXISTS, THEN THE PIPE IDENTIFICATION SHALL BE IN ACCORDANCE WITH ANSI A13.1.1. PROVIDE PIPING LABELS FOR ALL PLUMBING PIPING. PIPING LABELS SHALL BE ACRYLIC FACED, WRAP-AROUND TYPE. EACH LABEL SHALL INDICATE THE PIPING CONTENTS, DIRECTION OF FLOW AND SHALL BEAR THE MANUFACTURER'S STANDARD COLOR FOR THE SERVICE INDICATED.DOMESTIC WATER PIPING:1. DOMESTIC WATER PIPING AND JOINTS BELOW GRADEPIPING 1 1/4" TO 3":A. TYPE 'K', DRAWN-TEMPER (HARD) COPPER TUBE (ASTM B88) WITH PRESSURE-SEAL JOINT FITTINGS (CAST-BRASS, CAST-BRONZE OR WROUGHT-COPPER) WITH EPDM O-RING SEAL ON EACH END. 250 PSI WORKING PRESSURE AT 250° F.B. TYPE 'L' DRAWN-TEMPER COPPER TUBE (ASTM B 88) AND CAST COPPER ALLOY FITTINGS (ASME B16.18) WITH BCUP SILVER/PHOSPHORUS/COPPER BRAZED JOINTS (AWS A5.8).2. DOMESTIC WATER PIPING AND JOINTS ABOVE GRADEPIPE 2" AND SMALLER: A. TYPE 'L' HARD DRAWN SEAMLESS COPPER TUBE (ASTM B 88) AND CAST COPPER ALLOY FITTINGS (ASME B16.18) WITH LEAD FREE 95-5 TIN/SILVER SOLDER JOINTS (ASTM B 32).B. TYPE 'L', DRAWN-TEMPER COPPER TUBE (ASTM B 88) WITH PRESSURE-SEAL JOINT FITTINGS (CAST-BRASS, CAST-BRONZE OR WROUGHT-COPPER) WITH EPDM O-RING SEAL ON EACH END. 200 PSI WORKING PRESSURE AT 250° F.ALTERNATE MATERIALS PIPE 2" AND SMALLER: A. CPVC PIPE (ASTM D2846/D2846M) AND FITTINGS; SOLVENT WELD JOINTS WITH ASTM F493 SOLVENT CEMENT. B. CROSSLINKED POLYETHYLENE (PEX) TUBING (ASTM F876/F877) WITH COLD EXPANSION FITTINGS (ASTM F1960).VALVES:1. PROVIDE TWO-PIECE, BRONZE OR BRASS BODY, FULL PORT, 600 PSI WOG, BALL TYPE SHUT-OFF VALVES WITH BLOW-OUT PROOF STEMS AND ADJUSTABLE PACKING GLANDS. VALVES SHALL BE LEAD FREE PER NSF 61, ANNEX G REQUIREMENTS. INSTALL VALVES IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS.PIPE INSULATION:1. DOMESTIC WATER PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME-SPREAD RATING OF 25 OR LESS AND A SMOKE-DEVELOPED RATING OF 50 OR LESS, AS TESTED BY ASTM E84 (NFPA 255) METHOD AND SHALL BE PLENUM RATED. PROVIDE PVC JACKET FOR EXPOSED PIPING IN MECHANICAL ROOMS. INSULATION SHALL BE CONTINUOUS AT ALL HANGERS. PROVIDE GALVANIZED STEEL SHIELD BETWEEN PIPE HANGER AND INSULATIONINSTALLATION:1. PROTECT COPPER PIPING AGAINST CONTACT WITH DISSIMILAR METALS. ALL HANGERS, SUPPORTS, ANCHORS AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON TRAPEZE HANGERS WITH OTHER PIPING, PROVIDE A PERMANENT ELECTROLYTIC ISOLATION MATERIAL TO PREVENT CONTACT WITH DISSIMILAR OTHER METALS.2. PROTECT COPPER PIPING AGAINST CONTACT WITH ALL MASONRY. WHERE COPPER IS SLEEVED THROUGH MASONRY, PROVIDE COPPER OR RED BRASS SLEEVES. WHERE COPPER MUST BE CONCEALED IN OR AGAINST MASONRY PARTITIONS, PROVIDE A HEAVY COATING OF ASPHALTIC ENAMEL ON THE COPPER PIPING AND 15# ASPHALT SATURATED FELT BETWEEN THE PIPING AND THE MASONRY PARTITION.3. DOMESTIC WATER PIPING SHALL BE SLOPED FOR DRAINAGE WITH DRAIN VALVES INSTALLED AT LOW POINTS.4. INSULATE DOMESTIC WATER DISTRIBUTION SYSTEMS (HOT AND COLD) USING COPPER TUBE/PIPE WITH GLASS FIBER INSULATION HAVING A VAPOR BARRIER AND CANVAS OR PC JACKETING.5. INSULATE DOMESTIC WATER DISTRIBUTION SYSTEMS (HOT AND COLD) USING PVC OR PEX PLASTIC TUBE/PIPE USING CLOSED-CELL ELASTOMERIC PIPE INSULATION. EXCEPTIONS: INSULATION MAY BE OMITTED ON COLD WATER SUPPLY MAINS INSTALLED IN CONDITIONED SPACES IN RESIDENTIAL CONSTRUCTION. RUN-OUTS TO INDIVIDUAL DWELLING UNITS NEED TO BE INSULATED UNLESS PIPE/TUBING IS INSTALLED IN BUILDING EXTERIOR WALLS.6. PIPE INSULATION CONDUCTIVITY SHALL NOT EXCEED 0.27 BTU-IN/H PER FT2°F. FOLLOW SCHEDULE BELOW:SERVICE TYPE PIPE SIZES THICKNESS R-VALUEDOMESTIC HOT WATER (SUPPLY & RETURN) 1/2" - 3/4" 1"R7DOMESTIC HOT WATER (SUPPLY & RETURN) 1" - 1 1/4" 1 1/2" R12.5DOMESTIC HOT WATER (SUPPLY & RETURN) 1 1/2" - 4" 1 1/2" R11DOMESTIC COLD WATER 1/2" - 1 1/4" 1" R6.5DOMESTIC COLD WATER 1 1/2" - 4" 1" R6.57. STERILIZE THE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH DEPARTMENT REGULATIONS.8. DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED AND PROVED WATERTIGHT UNDER A WATER PRESSURE OF NO LESS THAN THE WORKING PRESSURE OF THE SYSTEM, OR AN AIR TEST OF NO LESS THAN ONE-HUNDRED (100) PSI. THIS PRESSURE SHALL BE HELD FOR AT LEAST FIFTEEN (15) MINUTES. WATER USED IN TESTING SHALL BE OBTAINED FROM A POTABLE SOURCE OF SUPPLY.SANITARY WASTE AND VENT PIPING:1. SANITARY WASTE PIPING BELOW GRADE:A. SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE (ASTM A 74) WITH COMPRESSION JOINTS (CISPI HSN) AND NEOPRENE GASKETS (ASTM C 564)B. CAST IRON NO-HUB PIPE AND FITTINGS (CISPI 301) WITH NEOPRENE GASKET/STAINLESS STEEL CLAMP JOINTS (CISPI 310) [WITH NEOPRENE GASKET/STAINLESS STEEL CLAMP JOINTS (ASTM C1540-15)].B. SCHEDULE 40 PVC PIPE AND SOCKET FITTINGS (ASTM D 2665) WITH SOLVENT WELD JOINTS (ASTM D2855). INSTALL PLASTIC PIPE BELOW GRADE PER ASTM D2321.2. SANITARY WASTE AND VENT PIPING ABOVE GRADE: A. CAST IRON NO-HUB PIPE AND FITTINGS (CISPI 301) WITH NEOPRENE GASKET/STAINLESS STEEL CLAMP JOINTS (CISPI 310) [WITH NEOPRENE GASKET/STAINLESS STEEL CLAMP JOINTS (ASTM C1540-15)].B. SCHEDULE 40 PVC PIPE AND SOCKET FITTINGS (ASTM D 2665) WITH SOLVENT WELD JOINTS (ASTM D2855). FOAM CORE PIPE IS NOT APPROVED. CLEANOUTS:1. PROVIDE CLEAN-OUTS AT THE BASE OF ALL DRAINAGE STACKS AND AT EVERY TURN IN PIPING IN EXCESS OF 45° AND NO FURTHER THAN 100'-0" APART. INSTALL CLEANOUTS IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS.2. PROVIDE CLEANOUTS WITH TOPS DESIGNED TO MATCH SPECIFIC FLOOR FINISHES SUCH AS CONCRETE, CARPET, TILE, ETC. YARD CLEANOUTS SHALL BE PROVIDED IN AN 18"x18"x6" CONCRETE PAD.INSTALLATION:1. SLOPE ALL DRAINAGE PIPING AT 1/4" PER FOOT MINIMUM FOR PIPING 2 1/2" AND SMALLER AND 1/8" PER FOOT MINIMUM FOR PIPING 3" AND LARGER UNLESS NOTED OTHERWISE. 2. SLOPE SUMP DISCHARGE LINE AT 1% SLOPE TOWARDS DISCHARGE POINT3. WHERE WASTE PIPING IS EXPOSED IN REST ROOM AREAS, PROVIDE CHROME PLATED BRASS PIPING, REMOVABLE P-TRAPS, MATCHING STOPS AND ESCUTCHEONS FOR ALL LAVATORIES.4. INSULATE MECHANICAL ROOM FLOOR DRAIN BODIES, P-TRAP AND HORIZONTAL DRAIN PIPING ABOVE GRADE WITH 1" THICK GLASS FIBER INSULATION WITH VAPOR BARRIER AND JACKET.5. PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME-SPREAD RATING OF 25 OR LESS AND A SMOKE-DEVELOPED RATING OF 50 OR LESS, AS TESTED BY ASTM E84 (NFPA 255) METHOD.6. DRAINAGE AND VENT SYSTEMS SHALL BE TESTED AND PROVED WATER TIGHT UNDER A HEAD PRESSURE OF NO LESS THAN 10 FT. THIS PRESSURE SHALL BE HELD FOR A PERIOD OF NO LESS THAN 15 MINUTES.PLUMBING LEGENDSYMBOLABBREVIATIONCWCOLD WATER PIPING DESCRIPTIONWSANITARY WASTE PIPING VSANITARY VENT PIPING -PIPING ELBOW DOWN -PIPING ELBOW UP-PIPING CONTINUES-SHUT-OFF VALVEFCOFLOOR CLEANOUTYCOYARD CLEANOUTFDFLOOR DRAINHBHOSE BIBB / WALL HYDRANTADDITIONAL ABBREVIATIONSAFFABOVE FINISHED FLOOR AFGABOVE FINISHED GRADE AVTRACID VENT THRU ROOF BASBUILDING AUTOMATION SYSTEM BFFBELOW FINISHED FLOOR CFHCUBIC FEET PER HOUR CLGCEILING CONTCONTINUATION DNDOWN GPFGALLONS PER FLUSH GPMGALLONS PER MINUTE HPHORSE POWER INVINVERT ELEVATION KWKILOWATT MBH1,000 BRITISH THERMAL UNIT / HOURMFGMANUFACTURERPSIPOUNDS PER SQUARE INCH T&PTEMPERATURE AND PRESSURE TWTEMPERED WATERTYPTYPICAL UGUNDERGROUND VTRVENT THRU ROOF WSVWASTE STACK VENTWCWATER COLUMN ECELECTRICAL CONTRACTOR FSCFOOD SERVICE CONTRACTORGCGENERAL CONTRACTOR MCMECHANICAL CONTRACTOR PCPLUMBING CONTRACTORHWHOT WATER PIPING PLUMBING SHEET INDEXP0.01 PLUMBING LEGEND, INDEX, AND NOTESP0.02 PLUMBING SCHEDULES AND DETAILP1.11 FIRST FLOOR AND ROOF PLUMBING DRAINAGE PLANP2.11 FIRST FLOOR PLUMBING SUPPLY PLANNorth Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025P0.01PLUMBING LEGEND,INDEX, AND NOTES10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 5Sheet No. 1No. Description Date63 CW SUPPLY MAINSHOCK ARRESTORSHUT-OFF VALVEFIXTURE SUPPLY (TYPICAL)BRANCH SUPPLYPROVIDE SECONDARY ARRESTOR CENTERED ON BRANCHLINE IF BRANCH SUPPLY EXCEEDS 20'-0" IN OVERALL LENGTH.CW SUPPLY MAINSPECIFICATIONDESCRIPTIONSYMBOL REMARKSPRODUCT TYPE:ACCEPTED MANUFACTURERS:CONNECTION SIZEWCWVHW16.5" RIM HEIGHT. SEE NOTE 2 BELOWFIXTURE: AMERICAN STANDARD 3043.001 "MADERA 16.5 HIGH"FLUSH VALVE: SLOAN 111-1.28 ESS TMO "OPTIMA" HARD WIRED SENSOR, WITH TRUE MECHANICAL OVERRIDE AND CHLORAMINE RESISTANT DIAPHRAGM SEAT: BEMIS 1955CT ANTI-MICROBIAL (WHITE)TOILET, A.D.A. COMPLIANTELONGATED, WHITE VITREOUS CHINA, FLOOR MOUNTED (1.28 GPF) HARD WIRED SENSOR OPERATED FLUSH VALVEP1ASEE NOTE 1 BELOW. BOWL RIM HEIGHT 34" AFFFIXTURE: AMERICAN STANDARD 0355012.020 "LUCERNE"FAUCET: AMERICAN STANDARD 7385053.002 GRID DRAIN: MCGUIRE 155A; P-TRAP: MCGUIRE 8902C 1-1/4" x 1-1/2" SUPPLIES/STOPS: MCGUIRE LF175LK; CARRIER: JAY R. SMITH 0700-0710 SERIES LAVATORY, A.D.A. COMPLIANT, 21"x18" RECTANGULAR BOWL, WHITE VITREOUS CHINA, CARRIER MOUNTED, 4" CENTERSET, SINGLE HANDLE, MANUALLY OPERATED FAUCET, (0.5 GPM) VANDAL RESISTANT AERATORP3APROVIDE CANE APRON WHEN WATER COOLER IS LOCATED ON AN EXPOSED WALL. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHT. FIXTURE: ELKAY EZS8WSLK, ELEC: 260 WATT, 120 VOLT, SINGLE PHASE P-TRAP: MCGUIRE 8902C 1-1/4" x 1-1/2" SUPPLY/STOP: MCGUIRE LF175LKWATER COOLER & BOTTLE FILLER, A.D.A. COMPLIANT, STAINLESS STEEL FINISH, SINGLE BOWL, VANDAL RESISTANT, CARRIER MOUNTED, INTEGRAL WATER FILTER, SENSOR OPERATED BOTTLE FILLER WITH AUTO SHUT-OFF.P4ASEE NOTE 1 BELOWFIXTURE: ELKAY HDSB252296PW FAUCET: AMERICAN STANDARD 6530.170 BASKET STRAINER: MCGUIRE 151 P-TRAP: MCGUIRE B8912C (1-1/2" x 1-1/2") SUPPLY/STOP: MCGUIRE LF175LKSINK, A.D.A. COMPLIANT, 19"x19"x6" RECTANGULAR SINGLE BOWL, 18 GAUGE STAINLESS STEEL, COUNTER MOUNTED, SELF RIMMING, 8" GOOSENECK FAUCET WITH WRIST BLADE HANDLES (1.5 GPM) VANDAL RESISTANT AERATORP5ANOTES:1. PROVIDE PRE-MANUFACTURED A.D.A. COMPLIANT INSULATION KIT FOR EXPOSED P'TRAP AND SUPPLY TRIM UNDER SINK.2. PROVIDE HEAVY DUTY CAST IRON CLOSET FLANGE WITH COMPRESSION SEAL AND TEST CAP EQUAL TO ZURN CF2980-CI4. OFFSET FLANGES ARE NOT ACCEPTABLE.** MATCH PIPE SIZE SHOWN ON PLANS, SEE PLANS.APPROVED EQUALS:THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MODEL WHICH MOST CLOSELY MATCHES THE SPECIFIED PRODUCT. PROVIDE PRODUCTS MADE BY THE MANUFACTURER'S LISTED.VITREOUS CHINAFLUSH VALVES CARRIERSSTAINLESS STEEL SINKS FAUCETSWATER COOLERSSUPPLIES, STOPS HOSE BIBBSKOHLER, AMERICAN STANDARD, SLOANSLOAN, ZURN, DELANEY ZURN, J.R. SMITH, WADEELKAY, JUST, ADVANCE TABCO AMERICAN STANDARD, ZURN, CHICAGO ELKAY, HALSEY TAYLOR, HAWS ZURN, MCGUIRE, BRASSCRAFTZURN, J.R. SMITH, WOODFORD SA-ADRAWING SYMBOL4" 2" 1-1/4" -2" 1-1/2" 1/2" 1/2"2" 1-1/2" 1/2" -2" 1-1/2" 1/2" 1/2"1 - 11FIXTURE UNITSAP.D.I. WH201 DESIGNATION1/2"ARRESTOR SIZEREMARKSINSTALL SHOCK ARRESTORS PER THE PLUMBING DRAINAGE INSTITUTE (P.D.I.) GUIDELINES.ACCEPTED MANUFACTURERS:SIOUX CHIEF, WATTS, PPP INC., ZURNSA-B 12 - 32 B 3/4"SA-C 33 - 60 C 1"SA-D 61 - 113 D 1-1/4"SA-E 114 - 154 E 1-1/2"DESCRIPTIONREMARKSEQUIPMENT: A.O. SMITH DEL-15 ELEC: 208V, 1.5KW, SINGLE PHRECOVERY: 8 GPH AT 80° RISE.CONN. SIZEINLET OUTPRODUCT TYPE:ACCEPTED MANUFACTURERS:APPROVED EQUALS:THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MODEL WHICH MOST CLOSELY MATCHES THE SPECIFIED PRODUCT. PROVIDE PRODUCTS MADE BY THE MANUFACTURER'S LISTED.EXPANSION TANKS AMTROL, A.O. SMITH, WATTS, WESSLESSYM.WH13/4"3/4"ELETRIC WATER HEATER, COMMERCIAL TANK TYPE, WALL MOUNTED WITH HOLDRITE .SET OUTLET TEMPERATURE TO 110°F SEE NOTE 1-3EQUIPMENT: AMTROL ST-5ET13/4" -THERMAL EXPANSION TANK2.0 GALLON CAPACITY-NOTES:1. EQUIVALENT MANUFACTURERS: BRADFORD WHITE, RHEEM.2. WATER HEATER SHALL MEET OR EXCEED THE REQUIREMENTS OF ASHRAE 90.1.3. SEE DETAIL THIS SHEET FOR ADDITIONAL CONNECTION INFORMATION. ** MATCH PIPE SIZE SHOWN ON PLANS, SEE PLANS.SPECIFICATIONDESCRIPTIONSYMBOL REMARKSPRODUCT TYPE:ACCEPTED MANUFACTURERS:CONNECTION SIZEW CWV HWPROVIDE INLINE DOUBLE CHECK VALVE WILIKINS SERIES 700WATER CONNECTION BOX; 7"X 7"X 3.5", 20 GAUGE STEEL WITH WHITE POWDER COATING, RECESSED IN WALLWB1FIXTURE: GUY GRAY MIB1ABSTOP: QUARTER TURN WITH SHOCK ARRESTOR SUPPLY: 1/4" FLEXIBLE HOSESEE SHOCK ARRESTOR TABLE THIS SHEETSHOCK ARRESTOR, SUFFIX INDICATES PDI SIZESA-xEQUIPMENT: SIOUX CHIEF 650 SERIES, SIZES 1/2" THRU 2", NSF 61 CERTIFIED.MOUNT 18" AFFHOSE BIBB, EXTERIOR, EXPOSED, STAINLESS STEEL FACE PLATE, FREEZELESS, ANTI-SIPHONHB1EQUIPMENT: ZURN Z1310-34EL, PROVIDE VACUUM BREAKER AND METAL LOOSE KEY FOR EACH HOSE BIBBGAS / WATER TIGHT, INSTALL TOP FLUSH WITH FINISHED FLOORFLOOR CLEANOUT, CAST IRON BODY, NICKEL BRONZE TOP, ADJUSTABLEFCOCLEANOUT: ZURN ZN-1400-BP, BRONZE PLUG CLEANOUT SIZE SHALL MATCH PIPE SIZEGAS / WATER TIGHT, INSTALL TOP FLUSH WITH FINISHED GRADEYARD CLEANOUT, CAST IRON BODY, NICKEL BRONZE TOP, ADJUSTABLE, INSTALLED IN 18"x18"x6" CONCRETE PADYCOCLEANOUT: ZURN ZN-1400-BP, BRONZE PLUG INSTALL IN 18"x 18"x 6" DEEP CONCRETE PADINSTALL TOP OF DRAIN LIP FLUSH WITH FLOOR. SEE NOTE 1 BELOW.FLOOR DRAIN, CAST IRON BODY, ROUND NICKEL BRONZE GRATE, ADJUSTABLEFD1DRAIN: ZURN ZN-415-I, 9" DIAMETER RECESSED GRATE P-TRAP: 3" CAST IRON, DEEP SEAL.NOTES:1. PROVIDE WATERLESS INLINE TRAP GUARD FOR EACH FLOOR DRAIN CONFORMING TO ASSE 1072 AND EQUAL TO RECOTORSEAL"SURE-SEAL" MODEL SS3009V. INSTALL TRAP GUARDS IN THE OUTLET OF THE FLOOR DRAIN BODY (NOT IN THE STRAINER).** MATCH PIPE SIZE SHOWN ON PLANS, SEE PLANS.APPROVED EQUALS:THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MODEL WHICH MOST CLOSELY MATCHES THE SPECIFIED PRODUCT. PROVIDE PRODUCTS MADE BY THE MANUFACTURER'S LISTED.SHOCK ARRESTORHOSE BIBBSDRAINSSIOUX CHIEF, PPP INC., ZURN, WATTSZURN, WOODFORD, ZURN, J.R. SMITHZURN, J.R. SMITH, WADE--- 1/2"--- x--- 3/4"-** - --** - -3" 2" - -SPECIFICATIONPLUMBING FIXTURE SCHEDULESHOCK ARRESTOR TABLEPLUMBING EQUIPMENT SCHEDULEPLUMBING SPECIALTIES SCHEDULESTHERMOMETER (TYP)3/8" ALL THREAD RODATTACH TO STRUCTUREET1 THERMAL EXP.TANK(SUPPORTED TO ADJACENT WALL OR STRUCTURAL ELEMENT)VACUUM RELIEF VALVET&P RELIEF VALVEPIPE FULL SIZE TODRAIN OVER PAN.HOLDRITE "QUICKSTAND"MODEL #40-SWHP-AGALVANIZED STEEL 22" X22" WATER HEATERPLATFORM/DRAIN PANAIR GAP. MIN 4"ABOVE BOTTOMOF DRAIN PAN.ELECTRIC WATER HEATERSEE EQUIPMENT SCHEDULEHOLDRITE "QUICKSTAND"CROSSBRACING BARS FORADDED STABILITY.EXTEND PAN DRAIN TOSPILL OVER FLOOR DRAIN.SEE PLAN FOR LOCATION OFDISCHARGE.PROVIDE 3/4" DI-ELECTRIC HEAT TRAPS FITTINGS ON CW INLET AND HW OUTLET PIPING. CAMCO #01023-3/4"1"WH13/4"CW AND HW SUPPLYFLOODSTOP SYSTEMSOLENOID VALVESHUT-OFF VALVE(TYP)CHECK VALVEFLOODSTOPWATER/LEAK SENSORPROVIDE FLOOD STOP SYSTEMMODEL FS 3/4-NPT-V4 (120V, 1∅)OR EQUAL TO SHUT-OFF WATERTO HEATER IF WATER IS DETECTEDAT SENSOR.ELECTRIC WATER HEATER SCHEMATIC - ABOVE CEILING NOT TO SCALENorth Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025P0.02PLUMBINGSCHEDULES ANDDETAIL10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 5Sheet No. 21No. Description Date64 FLEX105STORAGE106TOILET104TOUCH DOWN103OFFICE102ENTRY101FUTURE OFFICES108MECH / H.W.107YCOP1AP3P5AP4AFD13"4"4"4"4"2"2"4"2"2"2"2"2"2"3"VTR3"SEE SITE UTILITY PLAN FOR CONT.5' - 0"3"VTRNorth Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025P1.11FIRST FLOOR ANDROOF PLUMBINGDRAINAGE PLAN10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 5Sheet No. 31/4" = 1'-0"1FIRST FLOOR DRAINAGE PLAN1/4" = 1'-0"2ROOF PLUMBING PLANNo. Description Date65 FLEX105STORAGE106TOILET104TOUCH DOWN103OFFICE102ENTRY101FUTURE OFFICES108MECH / H.W.107SEE SITE UTILITY PLAN FOR CONT.HB1WH1P1AP3P5AP4AWB15' - 0"2"CW DOMESTIC RISER1/2"3/4"3/4"3/4"1 1/4"1/2"1 1/4"1 1/2"1/2"1 1/2"1 1/2"2"2"3/4"2"3/4"SA-A2"CW BELOW GRADENorth Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025P2.11FIRST FLOORPLUMBING SUPPLYPLAN10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 5Sheet No. 41/4" = 1'-0"1FIRST FLOOR SUPPLY PLANNo. Description Date66 SQUARE DUCT SIZE TAG (WIDTH x HEIGHT) ROUND DUCT SIZE TAG (DIAMETER) DESCRIPTION SUPPLY AIR DIFFUSER (4-WAY) RETURN AIR GRILLE SUPPLY AIR OUTDOOR AIR RETURN AIR EXHAUST AIR EXHAUST AIR GRILLE X SECTION CUT X REFERRING DETAIL NUMBER REFERRING SHEET NUMBER MECHANICAL DUCT SYMBOLS MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR PLUMBING CONTRACTOR NOT IN CONTRACT ABOVE FINISHED FLOOR DOWNDN AFF N.I.C. P.C. E.C. M.C. 16"Ø 16x8 S/A O/A R/A E/A MANUFACTURERMFR VENTILATION CALCULATIONS (NCMC 2018, SECT 403): OCCUPANCY CLASSIFICATION PEOPLE O/A RATE IN BREATHING ZONE (CFM/PERSON) AREA O/A RATE IN BREATHING ZONE (CFM/SQ. FT.) DEFAULT OCCUPANCY DENSITY (PEOPLE/1000 SQ. FT.) EXHAUST AIRFLOW RATE (CFM/SQ. FT.) AREA (SQ. FT.) CALCULATED OCCUPANCY (PEOPLE) CALCULATED PEOPLE O/A (CFM) CALCULATED AREA O/A (CFM) CALCULATED AREA E/A (CFM) BLDG TOTAL OUTSIDE AIR REQ'D (Ez=0.8, CFM) BUILDING TOTAL OUTSIDE AIR PROVIDED (CFM) 150 BUILDING TOTAL EXHAUST AIR REQUIRED (CFM)70 BUILDING TOTAL EXHAUST AIR PROVIDED (CFM)75 84 0.000000 0 OFFICE SPACES CORRIDORS TOILET ROOMS - PUBLIC 5 0 0 0.060000 0.060000 0.000000 0 0 5 70.000000 0.000000 70 696 137 1 (FIXTURES) 0 3 42 8 00 0 17 0 EQUIVALENT MANUFACTURERS LISTING LISTING OF MANUFACTURER'S NAME DOES NOT GUARANTEE APPROVAL. ALL EQUIPMENT MUST MEET OR EXCEED QUALITY AND CAPACITIES OF SPECIFIED EQUIPMENT. FINAL APPROVAL WILL BE BASED ON EQUIPMENT SUBMITTALS. ANY MANUFACTURER NOT LISTED BUT WISHING TO BID THIS PROJECT SHALL SUBMIT A WRITTEN REQUEST A MINIMUM OF 7 DAYS PRIOR TO BID DATE OR AS INDICATED IN THE SPECIFICATIONS, ALL EQUIPMENT LISTED IN THE PROJECT SCHEDULE IS TO BE CONSIDERED DESIGN BASIS EQUIPMENT. PRIOR APPROVAL IS REQUIRED FOR ALL MANUFACTURERS NOT LISTED. AIR DISTRIBUTION: CARNES, KRUEGER, METAL*AIRE, NAILOR, PRICE, TITUS, TUTTLE & BAILEY DUCTED SPLIT SYSTEMS: CARRIER, TRANE, YORK DUCTLESS SPLIT SYSTEMS: DAIKIN, MITSUBISHI, TRANE FANS: COOK, GREENHECK, PENN, TWIN CITY NOTE: ALL COST ASSOCIATED WITH SUBSTITUTED/NON-DESIGN BASIS EQUIPMENT TO COMPLY WITH BASIS OF DESIGN, INCLUDING PROVIDING MAINTENANCE ACCESS, CLEARANCE, PIPING, SHEET METAL, ELECTRICAL, REPLACEMENT OF SYSTEM COMPONENTS, BUILDING ALTERATIONS, ETC., SHALL BE INCLUDED IN THE ORIGINAL BASE BID. NO ADDITIONAL COST ASSOCIATED WITH SUBSTITUTED/NON-DESIGN BASIS EQUIPMENT WILL BE APPROVED DURING CONSTRUCTION AND ALL COST WILL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. 3A - UNION COUNTY, NORTH CAROLINA DUCTED AND DUCTLESS SPLIT SYSTEM HEAT PUMPS 15.4 SEER SEE SCHEDULE TABLE C403.2.3(2) - ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS 9.0 HSPF SEE SCHEDULE DESIGN CONDITIONS C401 METHOD OF COMPLIANCE C301 CLIMATE ZONE C403.2 HEATING & COOLING LOADS AND EQUIPMENT & SYSTEM SIZING C403.2.3 & C406.2 - REQUIRED & INCREASED HVAC EQUIPMENT PERFORMANCE C403.2.4 THRU C403.2.11 C403.2.12 - AIR SYSTEM DESIGN AND CONTROL C403.4 - HYDRONIC AND MULTIPLE-ZONE HVAC SYSTEMS CONTROL C406 ADDITIONAL EFFICIENCY PACKAGE OPTIONS C403.3 - ECONOMIZERS (PRESCRIPTIVE) AND EQUIPMENT (PRESCRIPTIVE) C408 - SYSTEM COMMISSIONING C405.8 - ELECTRICAL MOTORS (MANDATORY REQUIREMENTS). winter dry bulb 18° F. summer dry bulb 91° F. summer dry bulb winter dry bulb 75° F. 72° F. BUILDING HEATING LOAD 38400 BTUH (peak) BUILDING COOLING LOAD 28900 BTUH (peak) 2018 NCECC CHAPTER 4 COMCHECK PROVIDED (2018 NCECC) EXTERIOR (ASHRAE 90.1-2013 TABLE D-1) INTERIOR (2018 NCECC SECTION C302.1) INSTALLED HEATING CAPACITY SEE SCHEDULES INSTALLED COOLING CAPACITY SEE SCHEDULES summer wet bulb 74° F. SYSTEM DESCRIPTION - MINIMUM HVAC EQUIP EFFICIENCY COMPLIANCE - TABLE C403.2.3 EQUIP TYPE CATEGORY SUBCATEGORY HVAC SYSTEMS ARE FULLY COMPLIANT WITH THE REQUIREMENTS FOR HVAC SYSTEM CONTROL, VENTILATION, ENERGY RECOVERY, DUCT AND PLENUM INSULATION AND SEALING, PIPING INSULATION, AND SYSTEM COMPLETION. ALL FANS INSTALLED ON THE PROJECT ARE 5 HP OR LESS AND ARE EXEMPT FROM THESE REQUIREMENTS. FANS ABOVE 5 HP MEET THE CFM LIMITATIONS SHOWN BELOW: PROJECT CONSISTS OF ONLY SINGLE ZONE DX SYSTEMS, EXEMPT FROM THE PRESCRIPTIVE REQUIREMENTS OF C403.4. (BTUH) INCREASED HVAC EQUIP EFFICIENCY COMPLIANCE - 10% OVER TABLE C403.2.3 AIR COOLED COOL MODE < 65,000 (<= 5 TONS) SPLIT SYSTEM & SINGLE PACKAGE 14.0 SEER AIR COOLED HEAT MODE < 65,000 (<= 5 TONS) SPLIT SYSTEM & SINGLE PACKAGE 8.2 HSPF SIZE EFF. (a)EFFIC. INCREASED DESIGN EFFICIENCY (a) MINIMUM C403.2.3 10% ASHRAE 90.1-2013 PERFORMANCE ENERGY MODELING DATA PROVIDED ASHRAE 90.1-2013 PRESCRIPTIVE COMCHECK PROVIDED (90.1-2013) N/A (EXISTING LIGHTING, HVAC, AND DOM. WATER HEATING SYSTEMS TO REMAIN) C406.2 EFFICIENT MECH EQUIPMENT C406.3 REDUCED LTG DENSITY C406.4 ENHANCED LTG CONTROLS C406.5 ON-SITE RENEWABLE ENERGY C406.6 DEDICATED OA SYSTEM C406.7 SERVICE WATER HEATING a. DEDUCT 0.2 FROM THE REQUIRED EERS AND IEERS FOR UNITS WITH A HEATING SECTION OTHER THAN ELECTRIC RESISTANCE HEAT OR NO HEAT. PROJECT INCLUDES AN AIR OR WATER ECONOMIZER COMPLIANT WITH C403.3 PROJECT MEETS AN ECONOMIZER EXCEPTION LISTED IN C403.3 PROJECT CONSISTS OF HVAC SYSTEMS FULLY COMPLIANT WITH THE PRESCRIPTIVE REQUIREMENTS OF C403.4. PROJECT AREA IS LESS THAN 10,000 SQUARE FEET AND IS EXEMPT FROM THE SYSTEM COMMISSIONING REQUIREMENTS OF SECTION C408. PROJECT AREA IS GREATER THAN 10,000 SQUARE FEET AND REQUIRES SYSTEM COMMISSIONING PER SECTION C408. ELECTRICAL MOTORS HAVE BEEN SPECIFIED TO MEET MINIMUM EFFICIENCY REQUIREMENTS PER C405.8, EXCEPT WHERE EXEMPT. NOT APPLICABLE. COMMERCIAL ENERGY EFFICIENCY - MECHANICAL SUMMARY 2018 NORTH CAROLINA ENERGY CONSERVATION CODE MECHANICAL GENERAL NOTES 1. DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL DRAWINGS AND REFLECTED CEILING PLANS FOR EXACT LOCATION OF DOORS, WINDOWS, CEILING DIFFUSERS, ETC. 2. ALL EQUIPMENT LISTED IN PROJECT SCHEDULES IS TO BE CONSIDERED DESIGN BASIS EQUIPMENT. ALL COST ASSOCIATED WITH SUBSTITUTED/NON-DESIGN BASIS EQUIPMENT TO COMPLY WITH BASIS OF DESIGN, INCLUDING PROVIDING MAINTENANCE ACCESS, CLEARANCE, PIPING, SHEET METAL, ELECTRICAL, REPLACEMENT OF OTHER SYSTEM COMPONENTS, BUILDING ALTERATIONS, ETC., SHALL BE INCLUDED IN THE ORIGINAL BASE BID. NO ADDITIONAL COST ASSOCIATED WITH SUBSTITUTED/NON-DESIGN BASIS EQUIPMENT WILL BE APPROVED DURING CONSTRUCTION AND ALL COST WILL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. THIS INCLUDES ANY MODIFICATIONS TO ANY ASSOCIATED MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS REQUIRED BY THIS SPECIFIC MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTED IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE WRAPPED WITH 2" THICK DUCT WRAP WITH VAPOR BARRIER. INSULATION (INCLUDING FLEXIBLE DUCT INSULATION) SHALL HAVE A MINIMUM INSTALLED R-VALUE OF 6.0. DUCT DIMENSIONS ON PLANS ARE FREE AREA SIZE. 4. ALL DUCTWORK SHALL BE SEALED PER THE REQUIREMENTS OF THE NORTH CAROLINA MECHANICAL CODE. SEAL LOW PRESSURE SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST DUCTWORK FOR POSITIVE/NEGATIVE 2" PRESSURE CLASS, SMACNA SEAL CLASS A, SMACNA LEAKAGE CLASS 4. 5. ALL PIPING, DUCTS, VENTS, ETC., EXTENDING THROUGH WALLS AND ROOF SHALL BE FLASHED AND COUNTERFLASHED IN A WATERPROOF MANNER. 6. ALL PIPING AND DUCTWORK LOCATIONS SHALL BE COORDINATED WITH THE WORK UNDER OTHER DIVISIONS OF THE SPECIFICATIONS, TO AVOID INTERFERENCE. 7. THE MECHANICAL CONTRACTOR SHALL BALANCE ALL MECHANICAL SYSTEMS TO THE PERFORMANCE SPECIFICATIONS INDICATED ON PLANS AND PROVIDE THE ENGINEER WITH AN ELECTRONIC COPY OF A COMPLETE TEST AND BALANCE REPORT. THE REPORT IS TO BE ISSUED A MINIMUM OF TWO WEEKS PRIOR TO PROJECT COMPLETION. THE TEST AND BALANCE REPORT WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. ANY ADDITIONAL TESTING, ADJUSTING AND BALANCING REQUIRED (AT ENGINEER'S REQUEST) AFTER REVIEW OF THE INITIAL REPORT SHALL BE PROVIDED AT NO ADDITIONAL COST. TESTING AND BALANCING CONTRACTOR TO CONFIRM FILTERS ARE CLEAN, AND FREE OF DEBRIS PRIOR TO BEGINNING WORK. THE MECHANICAL CONTRACTOR SHALL REPLACE ANY DIRTY FILTERS, AS NEEDED. TEST AND BALANCE REPORT TO BE COMPLETED BY AN INDEPENDENT, CERTIFIED TEST AND BALANCE CONTRACTOR. 8. UPON PROJECT COMPLETION, THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE OWNER INSTALLATION INFORMATION INCLUDING RECORD SUBMITTALS (WITH ANY SUBMITTAL REVIEW COMMENTS ADDRESSED) AND O&M MANUALS FOR EACH PIECE OF EQUIPMENT INCLUDING ALL SELECTED OPTIONS, THE NAME AND ADDRESS OF AT LEAST ONE SERVICE AGENCY, FULL CONTROL SYSTEM O&M AND CALIBRATION INFORMATION INCLUDING WIRING DIAGRAMS, SCHEMATICS, FULL SEQUENCE OF OPERATION, AND PROGRAMMED SETPOINTS. 9. PROVIDE A ONE YEAR WARRANTY FOR ALL WORK PERFORMED BEGINNING ON THE DAY THE SYSTEM IS COMPLETELY OPERATIONAL AND ACCEPTABLE BY THE OWNER. 10. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES AROUND ALL EQUIPMENT FOR MAINTENANCE AND FILTER REMOVAL. 11. CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS. DRAINS FROM AIR HANDLING UNITS SHALL BE TRAPPED. CONDENSATE DRAINS SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION. MINIMUM DRAIN SIZE SHALL BE 3/4". 12. ALL REFRIGERANT PIPE SHALL BE NITROGENIZED ACR COPPER TUBE. SIZE, INSULATE, AND INSTALL REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT PIPING INSULATION EXPOSED OUTDOORS SHALL BE COVERED WITH AN OUTER ALUMINUM JACKET. 13. ANY DEVICE REQUIRING A THERMOSTAT FOR CONTROL SHALL BE FURNISHED WITH A THERMOSTAT WHETHER INDICATED ON THE DRAWINGS OR NOT. 14. INSTALL THE TOP OF ALL THERMOSTATS, SENSORS, AND SWITCHES AT 4'-0" (MAXIMUM) ABOVE FINISH FLOOR. COORDINATE EXACT THERMOSTAT LOCATION WITH OWNER PRIOR TO INSTALLATION. 15. CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF PENETRATIONS WITH ARCHITECT & OWNER PRIOR TO INSTALLATION. NEW ROOF PENETRATIONS MADE THROUGH EXISTING ROOF SYSTEMS SHALL BE VERIFIED WITH THE OWNER'S ROOF WARRANTY PRIOR TO INSTALLATION. 16. CONTRACTOR SHALL LOCATE EXHAUST FANS, OUTLETS, AND GAS FLUES A MINIMUM OF 15'-0" FROM ANY OUTSIDE AIR INTAKE. 17. PROVIDE UNIONS, FLANGES OR COUPLINGS AT CONNECTION TO ALL VALVES AND EQUIPMENT. DO NOT USE DIRECT WELDED OR THREADED CONNECTIONS TO VALVES, EQUIPMENT OR OTHER APPARATUS. 18. PROVIDE NON-CONDUCTING DIELECTRIC UNIONS WHENEVER CONNECTING DISSIMILAR METALS. 19. DUCTWORK AND PIPING PASSING THROUGH/ABOVE ELECTRICAL ROOMS SHALL BE CLOSELY COORDINATED WITH THE ELECTRICAL CONTRACTOR. DUCTWORK OR PIPING SHALL NOT BE LOCATED ABOVE ELECTRICAL PANELS. 20. EQUIPMENT OPERATED DURING CONSTRUCTION SHALL USE FILTERED MEDIA TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING COILS, DUCTWORK SYSTEMS, AIR TERMINALS ETC. AT COMPLETION OF CONSTRUCTION, MECHANICAL CONTRACTOR SHALL CLEAN ALL SYSTEMS WITH ALL CONTROL DEVICES WIDE OPEN AND REMOVE ANY REMAINING DEBRIS PRIOR TO TEST AND BALANCING. MECHANICAL CONTRACTOR SHALL REPLACE ALL FILTRATION WITH NEW FILTERS AT COMPLETION OF CONSTRUCTION. ANY DUCTWORK, AIR TERMINALS, AND/OR OTHER EQUIPMENT UPSTREAM OF FILTRATION SHALL BE CLEANED THOROUGHLY OF CONSTRUCTION DEBRIS BEFORE HANDING OVER TO OWNER. 21. ALL MECHANICAL EQUIPMENT SHALL BE U.L. LISTED AND LABELED AS A COMPLETE PACKAGE, NOT THROUGH INDIVIDUAL COMPONENTS OR PARTS. PROVIDE REQUIRED 3RD PARTY FIELD UL LISTING SERVICES AS REQUIRED TO COMPLY. MECHANICAL PIPING SYSTEMS LEGEND SYMBOL DESCRIPTION CONDENSATE DRAINAGE MECHANICAL ACCESSORIES SYMBOL LEGEND SYMBOL DESCRIPTION THERMOSTAT / TEMP SENSOR (4'-0" AFF TO TOP) HUMIDISTAT (4'-0" AFF TO TOP) MECHANICAL SHEET INDEX M0.01 MECHANICAL LEGEND, NOTES AND SCHEDULES M1.11 FIRST FLOOR AND ROOF MECHANICAL PLAN M4.01 MECHANICAL DETAILS North Carolina License Number C-0914 1927 South Tryon St.,Suite 300, Charlotte NC 28203 Phone: 704.338.1292 -www.optimaengineering.com Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-0081 10-21-2025 M0.01 MECHANICAL LEGEND, NOTES AND SCHEDULES 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS of 3Sheet No. 1 NOTES: 1. COOLING CAPACITY @ 95 AMBIENT. 2. ALL UNIT SHALL BE U.L. LISTED AND HAVE A MINIMUM SEER2 OF 18.0 AND MINIMUM EER2 OF 10.2. 3. HEAT PUMP SUPPLEMENTARY ELECTRIC RESISTANCE HEAT SHALL BE PROVIDED WITH CONTROLS TO PREVENT OPERATION WHEN THE REVERSE CYCLE HEAT CAN MEET HEATING LOAD. SUPPLEMENTAL ELECTRIC HEAT SHALL BE ALLOWED TO OPERATE DURING HEAT PUMP DEFROST CYCLE. SUPPLEMENTAL ELECTRIC HEAT SHALL BE LOCKED OUT WHEN THE OUTDOOR TEMPERATURE IS BETWEEN 35°F AND 40°F AND THE INDOOR TEMPERATURE SETPOINT IS INCREASED. 4. MOUNT UNIT ON A 4" THICK CONCRETE PAD AND PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES AROUND UNIT. 5. E.C. SHALL PROVIDE DISCONNECTS. 6. PROVIDE UNIT WITH VARIABLE-SPEED SWING COMPRESSOR, INTELLIGENT DEFROST MODE, SUCTION PRESSURE TRANSDUCER, BI-FLOW FILTER DRIER, COIL & AMBIENT TEMPERATURE SENSOR, HOT START TECHNOLOGY, QUIET & BOOST MODE, COMPRESSOR SOUND BLANKET, 500-HOUR SALT-SPRAY TESTED, CONDENSER COIL HAIL GUARDS AND LOW AMBIENT CONTROLS. HEAT PUMP SCHEDULE (AIR COOLED) SYMBOL NOMINAL TONNAGE COOLING COIL EFFICIENCY HEATNG CAPACITY (BTUH) EFFICIENCY COMPRESSO R ELECTRICAL DATA REFRIG. TYPE MANUFACTURER (DAIKIN) MODEL WEIGHT MATCHING INDOOR UNITTC (BTUH) SHC (BTUH) EER SEER2 COP HSPF2 RLA MCA MOP VOLTAGE PH HP-1 2.0 23200 17168 10.2 18 23200 3.3 8.5 13.3 16.8 20.0 208 V 1 R32 DH6VSA2410 122.00 lbf IDU-1 VARIABLE SPEED INDOOR UNIT SCHEDULE SYMBOL CFM NOMINAL TONNAGE O.A. CFM E.S.P. COOLING CAPACITY HEATING CAPACITY (BTUH) ELECTRIC AUXILIARY HEAT FAN MOTOR ELECRICAL DATA MANUFACTURER MODEL WEIGHT REFRIGERANT TPE MATCHING OUTDOOR UNITTC (BTUH) SHC (BTUH) KW HP MCA MOP VOLTAGE PH IDU-1 800 2 150 0.40 23200 17168 23200 5 0.5 26.5 30.0 208 V 1 DAIKIN DFVE24BP1300 95.00 lbf R32 HP-1 1. COOLING CAPACITY BASED ON 80°/67° ENTERING AIR. 2. PROVIDE UNITS WITH: ELECTRONIC 7-DAY PROGRAMMABLE THERMOSTAT AND HUMIDITY SENSOR, 1" THICK DISPOSABLE FILTER (MERV 8 MINIMUM), FIELD INSTALLED HEATER, U.L. LABEL, SINGLE POINT ELECTRICAL CONNECTION, 1-INCH INSULATION, FACTORY INSTALLED THERMAL EXPANSION VALVE, DIRECT DRIVE 9-SPEED ECM BLOWER MOTOR, AHRI CERTIFIED & ETL LISTED, AND TOOL-LESS FILTER ACCESS. 3. E.C. SHALL PROVIDE DISCONNECTS. 4. PRIMARY COOLING COIL DRAIN PAN SHALL BE PROVIDED WITH A FLOAT SWITCH BY UNIT MFR; ACTIVATION OF THE FLOAT SWITCH SHALL SHUT DOWN UNIT. 5. SEQUENCE OF OPERATION: UNIT SHALL BE CONTROLLED BY ITS ELECTRONIC 7-DAY PROGRAMMABLE THERMOSTAT. UNIT SUPPLY FAN SHALL RUN CONTINUOUSLY IN THE OCCUPIED MODE, CYCLE WITH HEATING AND COOLING WHILE UNOCCUPIED. UPON A RISE IN SPACE TEMPERATURE, UNIT COMPRESSOR AND CONDENSER FAN SHALL ACTIVATE TO SATISFY SPACE. UPON A DROP IN SPACE TEMPERATURE, UNIT COMPRESSOR SHALL ACTIVATE IN REVERSE CYCLE FOR HEATING. UPON A FURTHER DROP IN SPACE TEMPERATURE, ELECTRIC HEAT SHALL BE ENERGIZED TO SATISFY SPACE TEMPERATURE. THERMOSTATS SHALL PROVIDE A DEADBAND OF 5°, WITHIN WHICH THE SUPPLY OF HEATING OR COOLING ENERGY TO THE ZONE CAN BE REDUCED TO THE MINIMUM. WHENEVER HUMIDITY IN THE SPACE REACHES 60%RH (ADJ.) DEHUMIDIFICATION MODE SHALL BE ENGAGED PER SCHEDULED MODEL'S INSTALLATION MANUAL. MECHANICAL CONTRACTOR SHALL ASSURE PROPER DEHUMIDIFICATION SETUP IS PROGRAMMED INTO INTERNAL CONTROLS AND IS ADJUSTED PROPERLY IN THE FIELD. OCCUPANCY SCHEDULES SHALL BE SET TO OCCUPED MONDAY THRU FRIDAY, 7 AM TO 7 PM, UNOCCUPIED NIGHTS AND WEEKENDS. THERMOSTATS SHALL BE SET FOR OCCUPIED COOLING 75°, OCCUPIED HEATING 70°, UNOCCUPIED COOLING 85°, UNOCCUPIED HEATING 55°. ALL TIME AND TEMPERATURE SETPOINTS SHALL BE VERIFIED BY THE OWNER PRIOR TO PROGRAMMING. THERMOSTATS SHALL BE PROGRAMMED BY MECHANICAL CONTRACTOR IN THE PRESENCE OF OWNER'S REPRESENTATIVE PRIOR TO PROJECT COMPLETION. NOTES: GRILLES, REGISTERS AND DIFFUSERS SCHEDULE SYMBOL SERVICE CFM RANGE FACE SIZE NECK SIZE TYPE OBD PRICE A SUPPLY 0 - 125 12 x 1 2 6 x 6 LOUVERED NO SMD B SUPPLY 0 - 125 24 x 24 6 x 6 LOUVERED NO SMD C RETURN 0-220 24 x 24 8 x 8 PERF. NO PDDR D RETURN 225 - 350 24 x 24 10 x 10 PERF. NO PDDR REQUIRED ACCESSORIES: A. DISCONNECT SWITCH B. GRAVITY BACKDRAFT DAMPER C. SOLID STATE SPEED CONTROL, FIELD INSTALLED D. ENERGY STAR CERTIFIED E. EXHAUST GRILLE REQUIRED CONTROLS: 1. INTERLOCK WITH ROOM LIGHT SWITCH (FAN SHALL OPERATE WHEN LIGHT IS ON IF ANY ROOM IS SERVED BY FAN) EXHAUST FAN SCHEDULE NOTES: 1. ALL FANS SHALL BE U.L. LISTED AND LABELED AND SHALL BE AMCA CERTIFIED FOR SOUND AND AIR FLOW. ALL FANS INSTALLED INSIDE, ABOVE, OR ADJACENT TO OCCUPIED SPACES SHALL HAVE A MAXIMUM 9.0 INLET SONE LEVEL. FAN SCHEDULE SYMBOL LOCATION MANUFACTURER MODEL NO. TYPE CFM APPROX. ESP DRIVE TYPE FAN RPM SONES ELECTRICAL DATA ACCESSORIES CONTROL TYPEH.P. VOLTAGE PHASE FAN EF-1 TOILET 104 GREENHECK SP-A110 EXHAUST 75 0.250 DIRECT 891 0.4 0.07 120 V 1 A,B,C,D,E SEE CONTROL NOTE #1. AIR DISTRIBUTION SCHEDULE NOTES: 1. ALL CEILING AND WALL MOUNTED DEVICES SHALL BE FURNISHED WITH AN ENAMEL OFF-WHITE FINISH AS APPROVED BY ARCHITECT DURING SUBMITTAL PROCESS. 2. ALL DEVICES SHALL BE FURNISHED WITH FRAMES SUITABLE FOR TYPE OF INSTALLATION REQUIRED. DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM (R32) INDOOR UNIT SYMBOL MAX CFM COOLING VOLT PH UNIT WEIGHT MANUFACTURER MODEL NO. A/C-1 629 CFM 208 V 1 28.00 lbf DAIKIN FTXF24BVJU9 OUTDOOR UNIT SYMBOL COOLING COIL TOTAL CAPACITY (BTUH) COOLING COIL SENSIBLE CAPACITY (BTUH) HEATING COIL CAPACITY RATED (BTUH) NOMINAL CAPACITY MCA MOP VOLT PH WEIGHT MANUFACTURER MODEL NO. MAX. ALLOWABLE LINE-SET LENGTHS ODU-1 22400.0 Btu/h 16660.0 Btu/h 24000.0 Btu/h 2 ton 21.6 A 25.0 A 208 V 1 113.00 lbf DAIKIN RXF24BVJU9 66 FT VERTICAL, 99 FT TOTAL 1. ALL UNIT SHALL BE U.L. LISTED AND HAVE A MINIMUM SEER2 OF 21.0 AND MINIMUM ERR2 OF 12.0. 2. COOLING CAPACITIES ARE BASED ON 95° AMBIENT, 80° ENTERING AIR DRY BULB, 67° ENTERING AIR WET BULB. AIRFLOWS INDICATED ARE AT 'HIGH' SPEED. 3. MOUNT UNIT ON A 4" THICK CONCRETE PAD AND PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES AROUND UNITS. 4. PROVIDE UNIT WITH MANUFACTURER'S LOW AMBIENT CONTROLS (WIND BAFFLES) FOR OPERATION DOWN TO 0° F, HERMETIC SWING INVERTER COMPRESSOR, DIGITAL CONTROLLER (HARD WIRED, WALL-MOUNTED), NON-LOCKING DISCONNECT FOR INDOOR UNIT, AND CLEANABLE FILTER FOR INDOOR UNIT. 5. PROVIDE OUTDOOR UNITS WITH 5 YEAR COMPRESSOR WARRANTY. 6. SEE MANUFACTURER'S RECOMMENDATIONS FOR REQUIRED ADDITIONAL REFRIGERANT CHARGE AND RECOMMENDED LINE-SET LENGTHS. 7. POWER SUPPLY TO CONDENSING UNIT IS A SINGLE POINT ELECTRICAL CONNECTION FOR THE SYSTEM (A/C UNIT AND CONDENSING UNIT). THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO THE CONDENSING UNIT AND FROM THE CONDENSING UNIT TO THE A/C UNIT INCLUDING CODE REQUIRED DISCONNECT SWITCHES. 8. REFRIGERANT PIPING AND WIRING FOR WALL-MOUNTED INDOOR UNITS SHALL BE ROUTED IN WALL WHERE POSSIBLE. 9. MOUNT INDOOR AC UNIT 8'-0" A.F.F.(KEEP UNIT BELOW CEILING) COORDINATE WITH ALL UTILITIES, LIGHTS, CEILING, DOOR FRAME, ETC. 10. PRIMARY COOLING COIL DRAIN PAN SHALL BE PROVIDED WITH A FLOAT SWITCH BY UNIT MFR; ACTIVATION OF THE FLOAT SWITCH SHALL SHUT DOWN UNIT. NOTES: No. Description Date 67 TT H FLEX 105 STORAGE 106 TOILET 104 TOUCH DOWN 103 OFFICE 102 ENTRY 101 FUTURE OFFICES 108 MECH / H.W. 107 85-B 85-B 100-B 85-C 125-B250-D85-C 115-B 115-C 115-C 115-B 125-B 50-A 12x1212x1212x12 6"Ø6"Ø 8"Ø 8"Ø 8"Ø 6"Ø 6"Ø 8"Ø 8"Ø 8"Ø 8"Ø 10"ØA/C-1 IDU-1 HP-1ODU-1 3/4" CONDENSATE DRAIN DOWN IN WALL, TURN OUT OF WALL 12" ABOVE FINISH GRADE AND SPILL ONTO CONCRETE SPLASH BLOCK. FAN EF-1 LOCATE HEAT PUMPS LEVEL ON MIN. 4" THICK CONCRETE PAD. D 6"Ø EXHAUST DUCT UP THROUGH ROOF TO ROOF CAP ABOVE. TRANSITION IN VERTICAL TO FULL SIZE CONNECTION. 6"Ø 3/4" CONDENSATE DRAIN DOWN IN WALL, TURN OUT OF WALL 12" ABOVE FINISH GRADE AND SPILL ONTO CONCRETE SPLASH BLOCK. 8x10 8"Ø ALUMINUM WALL CAP FOR OUTSIDE AIR INTAKE (APPTOX. 8'-1" AFF). PROVIDE WITH ALUMINUM INSECT SCREEN AND BACKDRAFT DAMPER (EQUAL TO BROAN MODEL 641). 8"Ø 8"Ø D 3/4" 3/4" EXHAUST ROOF CAP EQUAL TO BROAN MODEL # 634M WITH 6" DIA. DUCT CONNECTION, BIRD SCREEN FINISH PER ARCHITECT'S REQUIREMENTS - DETERMINED DURING SUBMITTAL REVIEW PROCESS). COORDINATE INSTALLATION WITH G.C. AND ROOFING MFR. North Carolina License Number C-0914 1927 South Tryon St.,Suite 300, Charlotte NC 28203 Phone: 704.338.1292 -www.optimaengineering.com Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-0081 10-21-2025 M1.11 FIRST FLOOR AND ROOF MECHANICAL PLAN 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS of 3Sheet No. 2 1/4" = 1'-0"1 FIRST FLOOR MECHANICAL PLAN 1/4" = 1'-0"2 ROOF MECHANICAL PLAN PROPOSED ROOF CAP (FINISH DETERMINED DURING SUBMITTALS) No. Description Date 68 COMPLETELY INSULATE BACK OF DIFFUSER FLEXIBLE DUCT CONNECTION TO METAL DUCT FLEXIBLE CONNECTION TO SUPPLY DIFFUSER SEE NOTE SEE NOTE SUPPLY DIFFUSER ALL FLEXIBLE DUCT CONNECTIONS TO SHEET METAL SHALL BE SECURED WITH APPROVED STRAP AND SEALANT. NOTE: FLEX CONNECTION DETAIL NOT TO SCALE 1 2 MANUAL VOLUME DAMPER TOP OF DUCT AIR FLOW DOWN TO DIFFUSER MANUAL VOLUME DAMPER AIR FLOW SIDE OF DUCT SINGLE DROP TOP OF DUCT DOUBLE-THICKNESS TURNING VANES BRANCH TAKE-OFF SPLITTER DAMPER WITH ROD AND LOCKING QUADRANT AIR FLOW BRANCH TAKE-OFF12"DUCTWORK DETAILS NOT TO SCALE 1. USE BRANCH TAKE-OFF 1 WHEN MAIN AND BRANCH DUCTS ARE DIFFERENT DEPTHS 2. USE BRANCH TAKE-OFF 2 WHEN MAIN AND BRANCH DUCTS ARE SAME DEPTHS 3. MANUAL VOLUME DAMPERS SHALL BE PROVIDED FOR ALL SUPPLY, RETURN AND GENERAL EXHAUST SINGLE DROP DUCT RUNS. NOTE: SUPPLY DUCT FLEX. CONN. INDOOR UNIT ACCESS DOOR REFRIG. PIPING TO OUTDOOR UNIT ANGLE IRON SUPPORT FRAME INSULATED SHEET METAL RETURN PLENUM NOTES: 1. PROVIDE FULL SIZE CONDENSATE DRAIN WITH TRAP, SEE PLANS FOR ROUTING. DOUBLE THICKNESS TURNING VANES FLEX. CONN. FLOOR O.A. DUCT WITH MANUAL VOLUME DAMPER AND GRAVITY DAMPER RETURN DUCT FILTER DUCTED INDOOR UNIT DETAIL NOT TO SCALE MAXIMUM COIL LOAD (TONS) DIMENSIONS P = PRESSURE INSIDE AHU CASING (INCHES W.G.) X = Y Y = P + 2" MINIMUM PIPE SIZE 1 1/2" 1 1/4" 1" 3/4" PRIMER PLUG TO FLOOR DRAIN OR ROOF, REFER TO PLANS PITCH DOWN TOWARD DRAIN CLEAN OUT 50 30 2 5 "X" "Y" DRAIN PAN (FURNISHED WITH UNIT) NO SCALE P-TRAP PIPING DETAIL SPIN TAP TO SQUARE NECK DIFFUSER NOT TO SCALE ROUND RUNOUT SUPPLY DUCT SPIN TAP WITH MANUAL VOLUME DAMPER. SUPPLY DIFFUSER CEILING SQUARE NECK TRANSITION DUCT FLEXIBLE DUCT, 4' MAX. LENGTH NOTE: 1. ALL MANUAL VOLUME DAMPERS (FOR INSULATED DUCTWORK) SHALL BE PROVIDED WITH AN ELEVATED REGULATOR (STAND-OFF) EQUAL TO DURO DYNE SRST SERIES. STAND SHALL EXTEND A MINIMUM OF 2" BEYOND DUCTW0RK WITH EXTENDED TAB/SHAFT. 2. MANUAL VOLUME DAMPERS SHALL BE PROVIDED FOR ALL SUPPLY, RETURN, AND GENERAL EXHAUST RUNOUTS DAMPER TAG OR RIBBON 1" STRAP GALV. ALL-THREADED ROD (TYP) BAND GALV.ANGLE ROUND DUCT TO ANGLES DUCT DUCTS UP TO 48" WIDTH SCREW (TYP) 1" STRAP DUCT DUCTS ABOVE 48" WIDTH LOW PRESSURE DUCTWORK NO SCALE DUCTWORK HANGER DETAILS NOTE: ALL DUCTWORK AND EQUIPMENT HANGERS AND SUPPORTS MUST BE PURCHASED THRU THE METAL DECKING MANUFACTURER. HANGERS SCREWED INTO THE DECK WILL NOT BE ACCEPTABLE. COORDINATE WITH GENERAL CONTRACTOR. 2 3 North Carolina License Number C-0914 1927 South Tryon St.,Suite 300, Charlotte NC 28203 Phone: 704.338.1292 -www.optimaengineering.com Date: Project Number: THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creechassociates.com 1 A 2 3 4 5 B C D Package: THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-0081 10-21-2025 M4.01 MECHANICAL DETAILS 10/21/2025 2024-043Crooked Creek WRF BuildingCONSTRUCTION DOCUMENTS of 3Sheet No. 3 64 1 5 No. Description Date 69 52399147XXX,XXXCOMMERCIAL ENERGY EFFICIENCY - ELECTRICAL SUMMARY2018 NORTH CAROLINAENERGY CONSERVATION CODEC401 METHOD OF COMPLIANCE2018 NCECC CHAPTER 4ASHRAE 90.1-2013NC SPECIFIC COMCHECK PROVIDEDC406 ADDITIONAL EFFICIENCY PACKAGE OPTIONSC406.2 EFFICIENT MECH EQUIPMENTC406.3 REDUCED LTG DENSITYC406.4 ENHANCED DIGITAL LTG CNTLSC406.5 ON-SITE RENEWABLE ENERGYC406.6 DEDICATED OA SYSTEMC406.7 HI-EFF SERVICE WTR HTGC405.2 - LIGHTING CONTROLS (MANDATORY REQUIREMENTS):C405.3 - EXIT SIGNS (MANDATORY REQUIREMENTS):C405.4 - INTERIOR LIGHTING POWER REQUIREMENTS (PRESCRIPTIVE) (NON-EXEMPT):WATTS SPECIFIEDMETHOD OF COMPLIANCE:BUILDING AREA METHODSPACE-BY-SPACE METHODWATTS ALLOWED% REDUCTION OF SPECIFIED VS. ALLOWEDC405.5.1 - EXTERIOR BUILDING LIGHTING POWER (NON-EXEMPT):WATTS SPECIFIEDWATTS ALLOWEDC405.6 - ELECTRICAL ENERGY CONSUMPTION (DWELLING UNITS):N/A BASED ON PROJECT SCOPENOT APPLICABLE BASED ON PROJECT SCOPE(APPLICABLE IF C406.1.2 IS SELECTED)C405.7 - ELECTRICAL TRANSFORMERS (MANDATORY REQUIREMENTS):C405.8 - ELECTRICAL MOTORS (MANDATORY REQUIREMENTS):LIGHTING SYSTEMS ARE PROVIDED WITH CONTROLS AS REQUIRED PERSECTION C405.2, EXCEPT WHERE EXEMPT.INTERNALLY ILLUMINATED EXIT SIGNS DO NOT EXCEED 5 WATTS PER SIDE.C405.4.1 - TOTAL CONNECTED INTERIOR LIGHTING POWER:C405.4.2 - TOTALALLOWABLE INTERIOR LIGHTING POWER:TOTAL CONNECTED EXTERIOR LIGHTING POWER:TOTAL ALLOWABLE EXTERIOR LIGHTING POWER:SEPARATE ELECTRICAL METERING HAS BEEN PROVIDED FOR EACH DWELLINGUNIT IN GROUP R-2 BUILDINGS.NOT APPLICABLENOT APPLICABLENOT APPLICABLENOT APPLICABLE PER 2018 NCECC C503.1, EXCEPTION 2.G.NOT APPLICABLEELECTRICAL TRANSFORMERS HAVE BEEN SPECIFIED TO MEET MINIMUMEFFICIENCY REQUIREMENTS PER C405.7, EXCEPT WHERE EXEMPT.NOT APPLICABLEELECTRICAL MOTORS HAVE BEEN SPECIFIED TO MEET MINIMUM EFFICIENCYREQUIREMENTS PER C405.8, EXCEPT WHERE EXEMPT.NOT APPLICABLEC408 - SYSTEM COMMISSIONING:PROJECT AREA IS LESS THAN 10,000 SQUARE FEET AND IS EXEMPT FROM THE SYSTEM COMMISSIONING REQUIREMENTS OF SECTION C408.PROJECT AREA IS GREATER THAN 10,000 SQUARE FEET AND REQUIRES SYSTEM COMMISSIONING PER SECTION C408.C406.7.1 WTR HTG LOAD FRACTIONXXX,XXXSYMBOL DESCRIPTIONWIRING SYSTEM CONCEALED IN WALL OR CEILING. WHEN SHOWN, CROSS LINES INDICATE NUMBER OF WIRES. (GROUND WIRES ARE NOT SHOWN)WIRING SYSTEM CONCEALED IN OR UNDER SLAB OR UNDERGROUND.WIRING SYSTEM EXPOSED.CONDUIT TURNED DOWN TO FLOOR BELOW.CONDUIT TURNED UP TO FLOOR ABOVE.BRANCH CIRCUIT HOMERUN TO PANEL.SYMBOL SCHEDULE POWERSYMBOL DESCRIPTIONEM./LS LIGHTING FIXTURE SYMBOLS AND DEVICESLED FIXTURE WITH EMERGENCY BATTERY. PROVIDE 1100 LUMEN INVERTER RATED FOR 90 MINUTE OPERATION. SEE FIXTURE SCHEDULE FOR FIXTURE TYPE, EMERGENCY DEVICE SHALL SUPPLEMENT FIXTURE.1P 1 POLE (2P, 3P, 4P, ETC.)A AMPEREAC ABOVE COUNTER OR AIR CONDITIONERACLG ABOVE CEILINGADO AUTOMATIC DOOR OPENERAF AMP FRAMEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFI ARC FAULT CIRCUIT INTERRUPTERAHU AIR HANDLING UNITAL ALUMINUMALT ALTERNATEAMP AMPEREAMPL AMPLIFIERANNUN ANNUNCIATORAPPROX APPROXIMATELYAQ-STAT AQUASTATARCH ARCHITECT, ARCHITECTURALAS AMP SWITCHAT AMP TRIPATS AUTOMATIC TRANSFER SWITCHAUTO AUTOMATICAUX AUXILIARYAV AUDIO VISUALAWG AMERICAN WIRE GAUGEBATT BATTERYBD BOARD BLDG BUILDINGBMS BUILDING MANAGEMENT SYSTEMC CONDUITCAB CABINETCAT CATALOGCATV CABLE TELEVISIONCB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISIONCKT CIRCUITCLG CEILINGCOMB COMBINATIONCMPR COMPRESSORCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUATION OR CONTINUOUSCONTR CONTRACTORCONV CONVECTORCP CIRCULATING PUMPCRT CATHODE-RAY TUBECT CURRENT TRANSFORMERCTR CENTERCU COPPERDCP DOMESTIC WATERCIRCULATING PUMPDEPT DEPARTMENTDET DETAILDIA DIAMETERDISC DISCONNECTDIST DISTRIBUTIONDN DOWNDPR DAMPERDS SAFETY DISCONNECT SWITCHDT DOUBLE THROWDWG DRAWINGEC ELECTRICAL CONTRACTORELEC ELECTRIC, ELECTRICALELEV ELEVATOREM EMERGENCYEMS ENERGY MANAGEMENT SYSTEMEMT ELECTRICAL METALLIC TUBINGEP ELECTRIC PNEUMATICEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREX EXISTINGEXH EXHAUSTEXP EXPLOSION PROOFFA FIRE ALARMFABP FIRE ALARM BOOSTER POWER SUPPLY PANELFACP FIRE ALARM CONTROL PANELFCU FAN COIL UNITFIXT FIXTUREFLR FLOORFLUOR FLUORESCENTFU FUSEFUDS FUSED SAFETY DISCONNECT SWITCHGA GAUGEGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGEN GENERATORGFI GROUND FAULT CIRCUIT INTERRUPTERGFP GROUND FAULT PROTECTORGND GROUNDGRS GALVANIZED RIGID STEEL (CONDUIT)GYP BD GYPSUM BOARDHOA HANDS-OFF-AUTOMATIC SWITCHHORIZ HORIZONTALHP HORSEPOWERHPF HIGH POWER FACTORHT HEIGHTHTG HEATINGHTR HEATERHV HIGH VOLTAGEHVAC HEATING, VENTILATING AND AIR CONDITIONINGHWP HYDRONIC WATER PUMPIC INTERRUPTING CAPACITYIG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITINCANDINCANDESCENTIR INFRAREDI/W INTERLOCK WITHJ-BOX JUNCTION BOXKV KILOVOLTKVA KILOVOLT-AMPEREKVAR KILOVOLT-AMPERE REACTIVEKW KILOWATTKWH KILOWATT HOURLOC LOCATE OR LOCATIONLT LIGHTLTG LIGHTINGLTNG LIGHTNINGLV LOW VOLTAGEMAX MAXIMUMMAG.S MAGNETIC STARTERM/C MOMENTARY CONTACTMC MECHANICAL CONTRACTORMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMDC MAIN DISTRIBUTION CENTERMDP MAIN DISTRIBUTION PANELMFR MANUFACTURERMFS MAIN FUSED DISCONNECT SWITCHMH MANHOLEMIC MICROPHONEMIN MINIMUMMISC MISCELLANEOUSMLO MAIN LUGS ONLYMMS MANUAL MOTOR STARTERMOA MULTIOUTLET ASSEMBLYMSP MOTOR STARTER PANELBOARDMSBD MAIN SWITCHBOARDMT MOUNTMT.C EMPTY CONDUITMTS MANUAL TRANSFER SWITCHMTR MOTOR, MOTORIZEDN.C. NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNFDS NON-FUSED SAFETY DISCONNECT SWITCHNIC NOT IN CONTRACTNL NIGHT LIGHTN.O. NORMALLY OPENNPF NORMAL POWER FACTORNTS NOT TO SCALEOH OVERHEADOL OVERLOADSPA PUBLIC ADDRESSPB PULL BOX OR PUSHBUTTONPE PNEUMATIC ELECTRICPED PEDESTAL PF POWER FACTORPH PHASEPIV POST INDICATING VALVEPNL PANELPP POWER POLEPR PAIRPRI PRIMARYPROJ PROJECTIONPRV POWER ROOF VENTILATORPT POTENTIAL TRANSFORMERPVC POLYVINYL CHLORIDE (CONDUIT)PWR POWERQUAN QUANTITYRCPT RECEPTACLEREQD REQUIREDRM ROOMRSC RIGID STEEL CONDUITRTU ROOF TOP UNITSC SURFACE CONDUITSEC SECONDARYSHT SHEETSIM SIMILARS/N SOLID NEUTRALSPEC SPECIFICATIONSPKR SPEAKERSP SPARESR SURFACE RACEWAYSS STAINLESS STEELSSW SELECTOR SWITCHS/S STOP/START PUSHBUTTONSSTA STATIONSTD STANDARDSURF SURFACE MOUNTEDSW SWITCHSWBD SWITCHBOARDSYM SYMMETRICALSYS SYSTEMTEL TELEPHONETEL/DATA TELEPHONE/DATATERM TERMINALTL TWIST LOCKTR TAMPER RESISTANTT-STAT THERMOSTATTTC TELEPHONE TERMINAL CABINETTV TELEVISIONTVTC TELEVISION TERMINAL CABINETTYP TYPICALUC UNDER COUNTERUE UNDERGROUND ELECTRICALUG UNDERGROUNDUH UNIT HEATERUT UNDERGROUND TELEPHONEUTIL UTILITYUV UNIT VENTILATOR OR ULTRAVIOLETV VOLTVA VOLT-AMPERESVDT VIDEO DISPLAY TERMINALVERT VERTICALVFD VARIABLE FREQUENCY DRIVEVOL VOLUMEW WATTW/ WITHWG WIRE GUARDWH WATER HEATERW/O WITHOUTWP WEATHERPROOFXFMR TRANSFORMERXFR TRANSFER∠ ANGLE@ ATΔ DELTA' FEET" INCHES# NUMBERØ PHASEC CENTER LINEP PLATEELECTRICAL ABBREVIATIONS LISTNFPA FIRE ALARM LEGENDSYMBOL DESCRIPTIONADDRESSABLE IMPUT/OUTPUT MODULE. N = DENOTES NUMBER OF INPUTS AND OUTPUTSHEAT DETECTOR/SENSOR. X=TYPEPULLSTATION/FIRE ALARMSMOKE DETECTOR/SENSOR (DEFAULT PHOTOELECTRIC TYPE)DETECTOR - MULTI CRITERIA TYPE (MC), INCLUDING HEAT, SMOKE AND CARBON MONOXIDEDETECTINGFIRE ALARM STROBE (CANDELAS), WHITE FINISHFIRE ALARM HORN W/STROBE (CANDELAS), WHITE FINISHSYMBOL SCHEDULE POWER LEGENDSYMBOL DESCRIPTIONCEILING MOUNT JUNCTION BOX WITH CONNECTION TO EQUIPMENT SERVED208/120V THREE PHASE PANELBOARD. SEE SCHEDULE FOR MOUNTING. TOP OF PANEL AT 6'-6"AFF.FUSED HEAVY DUTY DISCONNECT SWITCH. NUMERALS INDICATE SWITCH RATING. NEMA 1ENCLOSURE, UNLESS OTHERWISE NOTED. UNSHADED INDICATES NON-FUSED.CONNECTION TO MOTOR. STARTER PROVIDED BY OTHERS UNLESS OTHERWISE NOTED. NUMBERINDICATES HORSEPOWER.FRACTIONAL HORSEPOWER MANUAL MOTOR STARTER, WITH OVERLOAD PROTECTIONGROUND BAR. SEE DETAILS.SWITCH - START/STOP PUSH BUTTON - WALLLIGHTING FIXTURES SYMBOLS AND DEVICES...SYMBOL DESCRIPTIONWALL MOUNTED LED LIGHTING FIXTURE.LED LIGHTING FIXTURE. SEE FIXTURE SCHEDULE. SUSPEND FOUR CORNERS WITH WIRE TOSTRUCTURE. DO NOT ALLOW GRID ALONE TO SUPPORT FIXTURE.LED STRIP LIGHT FIXTURERECESSED LED OR H.I.D. LIGHTING FIXTURE.EMERGENCY BATTERY PACK/EXIT COMBO FIXTURE WITH LOW EXIT LIGHT 11" AFF, WITH 90MINUTE BATTERY BACKUP, SEE FIXTURE SCHEDULE.SWITCH, DIMMING, LOW VOLTAGE MOUNTED IN FLUSH JUNCTION BOX.CEILING MOUNTED OCCUPANCY SENSOR, DUAL TECHNOLOGY. 360 DEGREE COVERAGE, 2,000SQ FT COVERAGE LARGE MOTION, 400 SQ FT SMALL MOTION. NON CATEGORY CABLECONNECTORS. LOW VOLTAGE DETECTOR, PROVIDE WITH POWER PACK FOR EACH SWITCH LEG.SENSOR SWITCH, WATT STOPPER, LEVITION, EATON, SENSORWORX OR EQUAL.WALL MOUNTED OCCUPANCY SENSOR AND SWITCH. DUAL TECHNOLOGY WITH NEUTRAL,120/277V RATED. WATT STOPPER #DSW-301, OR EQUAL BY SENSOR SWITCH, AND LEVITON.WALL MOUNTED OCCUPANCY SENSOR AND SWITCH WITH 0-10V DIMMING. DUAL TECHNOLOGY,WATT STOPPER #DW-311, SENSOR SWITCH, COOPER CONTROLS OR EQUAL. SWITCH SHALL BEINSTALLED IN SINGLE GANG BOX.CEILING MOUNTED OCCUPANCY SENSOR POWER PACK. SENSOR SWITCH PP-20, WATT STOPPER#BZ-100, COOPER SP-20, OR EQUAL.FLOOR BOX - SLAB ON GRADESYMBOL DESCRIPTIONFOUR GANG FLUSH MOUNTED FLOOR BOX WITH ACCESSIBLE COVER FOR POWER ANDCOMMUNICATIONS. PROVIDE TWO NEMA 5-20R DUPLEX RECEPTACLES AND TWOCOMMUNICATIONS PLATES FOR SIX RJ45 CAT6 JACKS ON EACH PLATE. EQUAL TO WIREMOLDEFB455-OG. MANUFACTURERS: LEGRAND, HUBBELL, LEVITON, OR PRE-APPROVED EQUAL.ARCHITECT TO SELECT FINISH. STUB FROM BOX ONE CONCEALED 1 1/4"C AND 2"C ROUTED TOWHICHEVER IS NEAREST, BB, J-HOOKS, OR CABLE TRAY. NOTE: CONTRACTOR SHALL VERIFY WITH ARCHITECT THE FLOOR FINISH PRIOR TO ORDERING MATERIAL.PROVIDE ALL NECESSARY SHIMS, TRIM PLATES, ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION.ELECTRICAL FIXTURES LEGEND - COMMERCIALSYMBOL DESCRIPTIONDUPLEX RECEPTACLE, 20 AMP, 120 VOLT COOPER 5362 OR EQUAL.GROUND FAULT RECEPTACLE. NEMA 5-20R DUPLEX. ALL RECEPTACLES INSTALLED OUTSIDE,WITHIN 6' OF A SINK OR IN A KITCHEN SHALL BE GFCI.GROUND FAULT RECEPTACLE - BREAKER AT PANEL. NEMA 5-20R DUPLEX. ALL RECEPTACLESINSTALLED OUTSIDE, WITHIN 6' OF A SINK OR IN A KITCHEN SHALL BE GFCI.GROUND FAULT DUPLEX RECEPTACLE, NEMA 5-20R MOUNTED ABOVE COUNTER BACKSPLASHOR AT HEIGHT NOTED.WEATHERPROOF GROUND FAULT RECEPTACLE. NEMA 5-20R DUPLEX, CORROSION RESISTANT,WITH IN-USE COVER.QUAD RECEPTACLE. TWO NEMA 5-20R DUPLEX RECEPTACLES, OTHERWISE SAME AS DUPLEXRECEPTACLE ABOVE.QUAD RECEPTACLE, TWO NEMA 5-20R FOR ELECTRIC WATER COOLER TO BE SUPPLIED BYGROUND FAULT BREAKER. COORDINATE LOCATION WITH PLUMBING CONTRACTOR.GROUND FAULT QUAD RECEPTACLE. TWO NEMA 5-20R DUPLEX RECEPTACLES.TELECOM LEGEND - ELECTRICALSYMBOL DESCRIPTIONPLYWOOD TELEPHONE BACKBOARD. SIZE AS INDICATED ON RISER.DATA OUTLET. MINIMUM 1 1/4" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING FOR J-HOOKSYSTEM OR TO LOCAL CABLE TRAY (WITHIN 6") AS APPLICABLE WITH PULL STRING. 4" SQUAREBOX WITH A SINGLE-GANG OPENING AND PLASTER RING. SUBSCRIPT NEXT TO OUTLETINDICATES DATA DROPS. IF CABLE QUANTITY AND SERVICE ARE NOT IDENTIFIED, THENPATHWAY ONLY OR REFER TO TO TECHNOLOGY DRAWINGS FOR CABLE AND ACTIVATION TYPE.SEE TV DETAIL FOR TYPE AND REQUIREMENTS. MINIMUM 1 1/4" CONDUIT FOR CABLING AND3/4" CONDUIT FOR POWER. PROVIDE PULL STRING FOR LOW VOLTAGE CABLING TO ACCESSIBLECEILING.ELECTRICAL SHEET INDEXE0.01 ELECTRICAL LEGEND AND NOTESE0.02 ELECTRICAL SPECIFICATIONSE1.11 FIRST FLOOR LIGHTING PLANE2.11 FIRST FLOOR AND ROOF POWER PLANE6.01 ELECTRICAL DETAILSE6.02 ELECTRICAL DETAILSE7.01 ELECTRICAL DIAGRAMSNorth Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E0.01ELECTRICALLEGEND ANDNOTES10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 7Sheet No. 1No. Description Date70 1. GENERAL:A. THE WORK COVERED BY THESE SPECIFICATIONS CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS, AND SUPPLIES AS NECESSARY FOR THE COMPLETE AND SATISFACTORY OPERATING ELECTRICAL SYSTEMS AS SHOWN ON THE PLANS.B. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2020 EDITIONS OF THE NATIONAL ELECTRICAL CODE, AND THE LATEST ENFORCED EDITIONS OF THE NFPA, STATE BUILDING CODE, AND ANY OTHER LOCAL REQUIREMENTS THAT MAY APPLY.C. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTION FEES.D. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. OR BY A STATE APPROVED THIRD PARTY TESTING AGENCY FOR THE USE INTENDED WHERE A STANDARD FOR SUCH MATERIALS AND USE EXISTS. ALL ITEMS OF THE SAME TYPE AND RATING SHALL BE IDENTICAL AND OF THE SAME MANUFACTURER.E. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CATALOG DATA IN ELECTRONIC FORMAT (PDF) FOR ALL ELECTRICAL ITEMS IN THE SCOPE OF WORK, INCLUDING, BUT NOT LIMITED TO, RACEWAYS, BOXES, FITTINGS, CONDUCTORS, LUMINAIRES, WIRING DEVICES, SAFETY SWITCHES, DISCONNECTS, PANELBOARDS, FIRE ALARM, ETC. FOR APPROVAL AS APPLICABLE FOR THE PROJECT. ONE COMPLETE SET OF APPROVED SUBMITTALS SHALL BE MAINTAINED AT THE JOB SITE.F. ALL COST ASSOCIATED WITH SUBSTITUTED EQUIPMENT TO COMPLY WITH THE BASIS OF DESIGN, INCLUDING PROVIDING MAINTENANCE ACCESS, CLEARANCE, CONDUIT, WIRING, REPLACEMENT OF OTHER SYSTEM COMPONENTS, BUILDING ALTERATIONS, METHODS, ETC., SHALL BE INCLUDED IN THE ORIGINAL BASE BID. NO ADDITIONAL COSTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT WILL BE APPROVED AFTER BIDS HAVE BEEN ACCEPTED AND ALL COSTS WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. CREDITS SHALL BE GIVEN TO THE OWNER WHERE SUCH EQUIPMENT AND METHODS RESULT IN LESS EXPENSE TO THE CONTRACTOR.G. ONE COMPLETE SET OF THE LATEST CONSTRUCTION PLANS OF ALL TRADES SHALL BE MAINTAINED AT THE JOB SITE. IN ADDITION, ALL ADDENDUMS, BULLETINS, AND/OR SKETCHES SHALL BE INCORPORATED INTO THE ON-SITE CONSTRUCTION PLANS AS THE JOB PROGRESSES.H. COMPLETELY ADEQUATE HOUSING SHALL BE PROVIDED FOR ALL MATERIALS STORED ON JOB SITE. ONLY CONDUIT MAY BE STORED OUTSIDE, BUT NOT IN CONTACT WITH THE GROUND.I. THE CONDUIT AND NEUTRAL SYSTEM SHALL BE GROUNDED AT THE MAIN SERVICE EQUIPMENT. GROUNDING ELECTRODE SYSTEM SHALL BE INSTALLED PER NEC 250.J. PROVIDE AN INTERSYSTEM BONDING TERMINATION DEVICE AT THE MAIN ELECTRICAL SERVICE PER NEC 250.94.K. WIRING SHALL BE TESTED FOR CONTINUITY AND GROUNDS BEFORE BEING ENERGIZED. FAULTY WIRING SHALL BE REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER.L. PROVIDE ALL CUTTING AND PATCHING FOR INSTALLATION OF WORK AND REPAIR ANY DAMAGE DONE.M. THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS (UNLESS OTHERWISE NOTED), EXCEPT FOR CONTROL WIRING FOR EQUIPMENT NOT PROVIDED BY THE ELECTRICAL CONTRACTOR. CONTROL WIRING FOR SUCH EQUIPMENT SHALL BE PROVIDED BY THE RESPECTIVE DISCIPLINE.N. ALL ELECTRICAL JUNCTION BOXES, SWITCHGEAR, CABLING, VOICE/DATA OUTLETS, LOW VOLTAGE CABINETS, EMERGENCY RECEPTACLES, ETC. SHALL BE LABELED ACCORDING TO PANEL/RACK AND CIRCUIT NUMBER.O. UPON COMPLETION OF WORK, CONTRACTOR SHALL PRESENT ENGINEER WITH CERTIFICATE OF APPROVAL FROM LOCAL INSPECTOR AND/OR AUTHORITY HAVING JURISDICTION BEFORE WORK WILL BE APPROVED FOR FINAL PAYMENT.P. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR EFFECTIVE THE DATE THE PROJECT IS ACCEPTED BY THE OWNER. ANY IMPERFECT MATERIALS OR WORKMANSHIP SHALL BE REPLACED WITHOUT ADDED COST TO THE PROJECT.Q. IT SHALL NOT BE THE INTENT OF ISSUED PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL NECESSARY ITEMS FOR A COMPLETE AND OPERATING SYSTEM.R. THE WORD "PROVIDE" MEANS THAT THIS CONTRACTOR SHALL FURNISH, FABRICATE, ERECT, CONNECT, AND COMPLETELY INSTALL SYSTEMS IN PROPER OPERATING CONDITION. ALL LABOR, PRODUCT OPTIONS, ACCESSORIES AND INCIDENTAL MATERIALS REQUIRED SHALL BE INCLUDED AS PART OF THIS WORK TO COMPLETE THE INSTALLATION.S. THE WORD "CONNECT" MEANS THAT THIS CONTRACTOR SHALL PROVIDE (SEE DEFINITION ABOVE) ALL DISCONNECTING MEANS, OVERCURRENT PROTECTION AND WIRING REQUIRED TO PLACE THE EQUIPMENT AND SYSTEMS IN PROPER OPERATING CONDITION AND TO COMPLY WITH CODE REQUIREMENTS.T. CONTRACTOR SHALL COORDINATE THE ROUGH-IN OF ALL OUTLET LOCATIONS WITH ARCHITECTURAL FLOOR PLANS, ELEVATIONS, AND MILLWORK SHOP DRAWINGS PRIOR TO ROUGH-IN.U. ELECTRICAL CONTRACTOR SHALL NOT SCALE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, UNLESS OTHERWISE NOTED.V. CONTRACTOR SHALL TEST ALL "LIFE SAFETY" EQUIPMENT AND SYSTEMS FOR PROPER FUNCTION AND OPERATION. UPON SUCCESSFUL COMPLETION OF TESTS, CONFIRMATION SHALL BE SENT TO THE ENGINEER OF RECORD IN THE FORM OF A LETTER STATING THE TESTS PERFORMED, THE RESULTS, AND THE DATE TESTS WERE SUCCESSFULLY COMPLETE. "LIFE SAFETY" EQUIPMENT AND SYSTEMS CONSIST OF THOSE AS SPECIFIED IN THE STATE BUILDING CODE, THE NATIONAL ELECTRICAL CODE, NFPA 101, AND ANY OTHER LOCAL REQUIREMENTS THAT MAY APPLY.W. IF DURING THE COURSE OF WORK, THE CONTRACTOR DISCOVERS A PROBLEM WITH THE PERFORMANCE OF THE INSTALLATION RELATIVE TO THE PLANS AND SPECIFICATIONS, THE NEC, OR OTHER CODES OR REQUIREMENTS, THE CONTRACTOR SHALL IMMEDIATELY BRING THE PROBLEM TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER FOR RESOLUTION PRIOR TO THE EXECUTION OF THE WORK.X. WHERE THERE ARE CONFLICTS BETWEEN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL BRING THE ISSUE TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO THE EXECUTION OF THE WORK OR ORDERING ANY MATERIALS. NO ADDITIONAL COSTS SHALL BE WARRANTED WITHOUT A CHANGE TO THE PROJECT SCOPE.Y. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PROVIDING TEMPORARY POWER AND LIGHTING FOR ALL TRADES. AT NO TIME SHALL EXISTING BUILDING POWER SYSTEMS BE UTILIZED WITHOUT WRITTEN PERMISSION FROM THE OWNER.Z. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE POWER COMPANY. WHERE MORE THAN ONE SERVICE IS SUPPLIED TO A BUILDING, PROVIDE IDENTIFICATION AT EACH SERVICE PER NEC 230-2(E).AA. COORDINATE LOCATION AND REQUIREMENTS FOR TELEPHONE SERVICE WITH THE TELEPHONE COMPANY.BB. THE CONTRACTOR SHALL PROVIDE A MINIMUM TWO WEEK NOTICE FOR ANY PLANNED UTILITY OUTAGES. WRITTEN AUTHORIZATION FROM THE OWNER SHALL BE PROVIDED PRIOR TO ANY OUTAGE. ALL PLANNED UTILITY OUTAGES SHALL BE COORDINATED WITH THE OWNER TO OCCUR DURING NON-OPERATING TIMES, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. ALL PLANNED UTILITY OUTAGES SHALL INCLUDE PROVISIONS FOR PROPER BACK-UP OF ALL LIFE-SAFETY SYSTEMS AND INCLUDE AN APPROVED FIRE-WATCH PROGRAM AS REQUIRED BY THE LOCAL FIRE MARSHALL.CC. EACH BIDDER SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND TO ASCERTAIN THE EXTENT OF WORK REQUIRED. FAILURE TO VISIT SITE SHALL NOT EXCUSE CONTRACTOR FROM PERFORMING REQUIRED WORK NOR SHALL IT BE AN ACCEPTABLE REASON FOR REQUESTING ADDITIONS TO THE CONTRACT.2. RACEWAY:A. CONDUIT SHALL BE MANUFACTURED BY ALLIED, WHEATLAND, REPUBLIC CONDUIT, WESTERN TUBE, OR APPROVED EQUIVALENT.B. FOR INTERIOR WORK, CONDUIT SHALL BE ZINC COATED EMT EXCEPT WHERE NOT PERMITTED BY CODE. USE SCHEDULE 40 PVC BELOW CONCRETE SLAB, IN DUCTBANKS, AND FOR EXTERIOR WORK WHERE NOT SUBJECT TO DAMAGE. USE IMC WHERE SUBJECT TO PHYSICAL DAMAGE.C. EMT FITTINGS SHALL BE COMPRESSION GLAND TYPE, OF MALLEABLE STEEL. CONNECTORS SHALL HAVE INSULATED THROATS. CAST, SET SCREW, OR INDENTER TYPE FITTINGS ARE NOT ACCEPTABLE. ALL FITTINGS FOR EMT SHALL BE MADE OF STEEL.D. ALL RACEWAY SHALL BE RUN CONCEALED, UNLESS OTHERWISE NOTED. FISH ALL NEW OUTLETS IN EXISTING WALLS, WHERE POSSIBLE. ALL RUNS SHALL BE NEAT AND SQUARE.E. LOW VOLTAGE CABLING NOT SPECIFIED TO BE INSTALLED IN CONDUIT, SHALL BE INSTALLED IN A CABLE TRAY SYSTEM OR J-HOOK SYSTEM CONSISTING OF MINIMUM 2" DIAMETER HOOKS LOCATED ON 3'-0" CENTERS IN ALL ACCESSIBLE CEILINGS. WHERE THERE ARE INACCESSIBLE CEILINGS, PROVIDE CONDUIT FOR ENTIRE LENGTH OF INACCESSIBILITY.F. RACEWAYS USED FOR LOW VOLTAGE SYSTEMS SUCH AS TELECOMMUNICATIONS, FIRE ALARM, SECURITY, CCTV, CONTROLS, AND SIMILAR CONDUITS ABOVE THE CEILING AND BACKBOARD(S) SHALL BE PROVIDED WITH INSULATED THROAT BUSHINGS AT EACH CONDUIT TERMINATION. THESE BUSHINGS SHALL BE INSTALLED PRIOR TO PULLING LOW-VOLTAGE CABLES.G. RACEWAY PENETRATIONS THROUGH FLOOR SLABS AND FIRE-RATED WALLS SHALL BE FILLED WITH IMPERVIOUS, NON-SHRINK GROUT SUFFICIENTLY TIGHT TO PREVENT THE TRANSFER OF SMOKE, WATER, AND DUST. ROOF PENETRATIONS SHALL BE WITHIN THE EQUIPMENT ROOF CURB.H. SUPPORT ALL CONDUIT WITH STRAPS AND CLAMPS.I. ALL CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES, WHETHER EXPOSED OR NOT AND SUPPORTED FROM STRUCTURE AND PROPERLY SECURED.J. WHERE CONDUITS PASS THROUGH A BUILDING EXPANSION JOINT, PROVIDE GALVANIZED EXPANSION FITTINGS WITH BONDING JUMPERS.K. MINIMUM CONDUIT SIZE SHALL BE 3/4" FOR INTERIOR WORK, 1" FOR EXTERIOR WORK.L. PROVIDE MINIMUM 210# TEST NYLON PULL CORD AND NYLON BUSHINGS IN ALL EMPTY RACEWAYS.M. LIQUID-TIGHT METAL CONDUIT SHALL ONLY BE USED FOR FINAL CONNECTIONS TO EQUIPMENT AND ALL OTHER ROTATING AND VIBRATING EQUIPMENT, MAXIMUM LENGTH OF 3'-0".N. FLEXIBLE METAL CONDUIT, MINIMUM SIZE 3/8", SHALL ONLY BE USED FOR FINAL CONNECTION TO LIGHTING FIXTURES, MAXIMUM LENGTH OF 6'-0".O. PROVIDE PULL BOXES, SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN EXCESS OF 360°. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE INTENDED USE. WHERE CONDUITS PASS UNDER PAVED AREAS, THEY SHALL BE RGS.P. ALL CONDUIT BENDS/ELBOWS EMERGING FROM UNDERGROUND SHALL BE IMC AND SHALL EXTEND A MINIMUM OF 18" BELOW GRADE.Q. ALL UNDERGROUND RACEWAYS SHALL BE THOROUGHLY COATED WITH TWO COATS OF ASPHALTUM BITUMASTIC.R. ALL CONDUITS INSTALLED UNDERGROUND OR IN CONCRETE SHALL HAVE JOINTS MADE WATERTIGHT BY USE OF POLYETRA-FLUOROETHYLENE TAPE.S. THE USE OF AC OR NM CABLE IS NOT PERMITTED.T. MC CABLE MAY ONLY BE UTILIZED WHERE PERMITTED BY CODE AND IT SHALL ONLY BE ALLOWED WHERE CONCEALED BEHIND HARD WALLS AND HARD CEILINGS. MC CABLE SHALL NOT BE EXPOSED.3. OUTLET BOXES:A. JUNCTION AND PULL BOXES SHALL BE CODE GAUGE GALVANIZED STEEL. ACCEPTED MANUFACTURERS SHALL BE STEEL CITY (THOMAS & BETTS), RACO, CROUSE-HINDS, APPLETON (EMERSON), OR APPROVED EQUIVALENT.B. OUTLET BOXES SHALL NOT BE MOUNTED BACK TO BACK IN COMMON WALLS.C. ATTACH EMT WITH CONNECTORS HAVING INSULATED THROAT.D. ATTACH BOXES TO STUD WORK USING CADDY BAR STRAPS THAT CONNECT TO TWO ADJACENT METAL STUDS TO PREVENT TWISTING OF BOX IN WALL.E. ALL OUTLET BOXES (INCLUDING TELEPHONE, CABLE TV, AND COMPUTER) SHALL HAVE COVER PLATES, BLANK IF NOT USED.F. ALL EXTERIOR BOXES SHALL BE WATER-TIGHT.4. CONDUCTORS:A. CONDUCTORS SHALL BE MANUFACTURED BY SOUTHWIRE (SIMPULL), ENCORE (SUPERSLICK), UNITED COPPER (SLK), CERRO (SLP), OR APPROVED EQUAL, "PRE-LUBRICATED" BY THE MANUFACTURER.B. ALL CONDUCTORS SHALL BE COPPER, RATED 75° C WET/DRY EXCEPT WHERE OTHERWISE NOTED OR REQUIRED BY U.L. OR OTHER CODES.C. ALL CONDUCTORS SHALL BE SINGLE INSULATED CONDUCTOR, THHN/THWN-2. SIZES #10 AWG AND SMALLER SHALL BE SOLID, SIZES #8 AWG AND LARGER SHALL BE STRANDED.D. BRANCH CIRCUITS SHALL NOT BE SMALLER THAN #12 AWG. CONTROL WIRING MAY BE #14 AWG.E. CONDUCTORS SHALL BE COLOR CODED BLACK/RED/BLUE FOR 120/208 VOLT SYSTEMS FOR A, B, AND C PHASES, RESPECTIVELY. NEUTRAL SHALL BE WHITE. GROUND CONDUCTOR SHALL BE GREEN. ALL CONDUCTOR SIZES SHALL HAVE COLOR-CODED INSULATION. THE USE OF COLORED TAPE ON LARGER WIRE SIZES SHALL NOT BE ALLOWED.F. INSULATION SHALL BE DUAL RATED TYPE THHN/THWN-2 FOR FEEDERS AND BRANCH CIRCUITS. FIXTURE TAPS SHALL BE #12 THHN/THWN-2 IN FLEX WITH GREEN #12 AWG GROUNDING CONDUCTOR.G. ALL CONDUCTORS SHALL BE IN CONDUIT.H. WIRING TO LIGHTING FIXTURES SHALL BE AS REQUIRED BY UL LABEL.I. MULTI-WIRE BRANCH CIRCUITS SHALL NOT BE ALLOWED.J. JOINTS IN #10 AWG AND SMALLER SHALL BE MADE UP WITH CRIMPED CONNECTORS WITH INSULATING CAPS (NO TAPE) OR WIRENUTS (MAXIMUM OF 3 CONDUCTORS UNDER ANY CONNECTOR OR WIRENUT). LARGER WIRE SHALL USE SPLIT BOLTS OR BOLTED CLAMPS.K. ALL WIRING LUGS THROUGHOUT THE PROJECT, INCLUDING, BUT NOT LIMITED TO, BREAKERS, PANELBOARD/SWITCHBOARD LUGS, SAFETY SWITCH LUGS, MOTOR STARTER LUGS, TRANSFORMERS LUGS, WIRING DEVICE TERMINALS, AND ALL EQUIPMENT LUGS/TERMINALS SHALL BE RATED FOR USE WITH 75 DEGREE INSULATED CONDUCTORS AT THEIR 75 DEGREE AMPACITY AND SHALL BE SIZED AND SELECTED TO MATCH THE CONDUCTOR SIZE AND MATERIAL.L. CIRCUIT JOINTS SHALL NOT BE MADE ON DEVICE TERMINALS.M. WIRE WITHIN PANELBOARDS SHALL BE NEATLY TRAINED, SQUARED, BUNCHED, AND TAGGED.N. ALL SYSTEM FURNITURE CONNECTIONS SHALL COMPLY WITH NEC 605.O. GROUND ALL EQUIPMENT PER NEC ARTICLE 250. BOND WHERE CONDUITS ENTER ENCLOSURES THROUGH CONCENTRIC KNOCKOUTS. ALL FLEX, INCLUDING FIXTURE TAPS, SHALL INCLUDE GREEN GROUNDING CONDUCTOR, #12 AWG MINIMUM. PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN EACH CONDUIT AND FOR EACH CIRCUIT, SIZED PER NEC 250-122.P. ALL CONDUCTORS INSTALLED IN VERTICAL RACEWAYS SHALL BE SUPPORTED AT INTERVALS AS REQUIRED PER NEC 300-19.Q. THE ELECTRICAL CONTRACTOR SHALL FOLLOW AND APPLY THE TABLE BELOW, REGARDLESS WHAT THE PANEL SCHEDULE INDICATES, FOR SIZING ALL 120V & 277V, 20 AMP BRANCH CIRCUITS (COPPER CONDUCTORS) TO ALLOW A MAXIMUM OF 3% VOLTAGE DROP FROM THE CIRCUIT BREAKER TO THE FIRST DEVICE ON THE BRANCH CIRCUIT AND ACHIEVE A MAXIMUM OF 5% VOLTAGE DROP ACROSS THE ENTIRE BRANCH CIRCUIT:VOLTAGE CONDUCTOR LENGTH * BRANCH CIRCUIT120 0' - 50' #12120 51' - 90' #10120 91' - 140' #8120 141' - 255' #6* - THE LENGTH IS MEASURED FROM THE CIRCUIT BREAKER TO THE FIRST DEVICE WHICH THE BRANCH CIRCUIT SERVES. WHERE THE DISTANCE EXCEEDS ABOVE, CONSULT WITH THE ENGINEER.5. WIRING DEVICES:A. WIRING DEVICES SHALL BE SPECIFICATION GRADE, MINIMUM, EQUAL TO COOPER QUALITY INDICATED BELOW OR AS MANUFACTURED BY HUBBELL, LEGRAND-PASS & SEYMOUR, LEVITON, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED:SWITCHES (120/277V) SHALL BE AS FOLLOWS:SINGLE-POLE 20 AMP COOPER AH1221DOUBLE-POLE 20 AMP COOPER AH1222THREE-WAY 20 AMP COOPERAH1223DUPLEX RECEPTACLES SHALL HAVE A NYLON FACE AND SHALL BE AS FOLLOWS:20 AMP DUPLEX COOPER 535220 AMP DUPLEX GFCI COOPER SGF20F20 AMP DUPLEX TAMPER COOPER TR536220 AMP DUPLEX GFCI-TAMPER COOPER TRSGF20FTHE PART NUMBERS ABOVE ARE FOR WIRING DEVICE TYPE ONLY. SEE BELOW FOR WIRING DEVICE COLOR AND PLATE MATERIAL/COLOR.B. SEE MOUNTING HEIGHT ELEVATION DETAIL FOR STANDARD MOUNTING HEIGHTS OF ALL DEVICES, UNLESS OTHERWISE NOTED.C. ALL WIRING DEVICES (SWITCHES AND RECEPTACLES) SHALL BE GRAY, UNLESS OTHERWISE NOTED. ALL COVER PLATES SHALL BE 302 STAINLESS STEEL. COVER PLATES IN MASONRY WALLS SHALL BE OVERSIZE TYPE.D. ALL WIRING DEVICES FED FROM THE EMERGENCY POWER SYSTEM SHALL BE RED.E. ALL WIRING DEVICES FED FROM A UPS SOURCE SHALL BE BLUE.F. EACH DUPLEX RECEPTACLE INDICATED TO BE ON A DEDICATED CIRCUIT SHALL BE 20 AMP TYPE.G. ADJACENT DEVICES SHALL HAVE A COMMON WALL PLATE.H. WEATHERPROOF COVERS SHALL BE "WHILE-IN-USE" AND EXTRA-DUTY RATED SO PLUGS MAY BE INSTALLED WITHOUT COMPROMISING THE WP FUNCTION. COOPER #WIU-2 DOUBLE-GANG WITH CLEAR COVER OR APPROVED EQUAL.I. A MAXIMUM OF 10 GENERAL PURPOSE RECEPTACLES SHALL BE ON EACH BRANCH CIRCUIT.J. DIMMERS SHALL BE LINEAR SLIDE, PRESENT ON/OFF, SQUARE LAW DIMMING, W/RFI FILTERING AND VOLTAGE COMPENSATION CIRCUITING.K. ALL WALL MOUNTED OCCUPANCY/VACANCY SENSORS/SWITCHES SHALL BE INSTALLED WITH AN EQUIPMENT GROUNDING CONDUCTOR.L. GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL SHALL BE PROVIDED FOR ALL LOCATIONS PER NEC 210.8, INSTALLED IN A READILY ACCESSIBLE LOCATION. WHERE A DEVICE LOCATION IS NOT ACCESSIBLE, THE GFCI PROTECTION SHALL BE PROVIDED WITH THE BREAKER SERVING THE DEVICE.M. ALL GFCI RECEPTACLES SHALL HAVE AUTO-MONITORING / SELF-TEST FUNCTION AND REVERSE LINE-LOAD MISFIRE FUNCTION AND MEET ALL REQUIREMENTS OF UL 943 (LATEST EDITION).N. TAMPER-RESISTANT RECEPTACLES SHALL BE PROVIDED FOR ALL AREAS PER NEC 406.12, INCLUDING BUSINESS OFFICES/CORRIDORS/WAITING ROOMS, ASSEMBLY OCCUPANCIES INCLUDING PLACES OF AWAITING TRANSPORTATION/GYMNASIUMS/SKATING RINKS/AUDITORIUMS.6. SUPPORTS:A. ALL EQUIPMENT SHALL BE ADEQUATELY SUPPORTED FROM STRUCTURE.B. INSERTS IN MASONRY SHALL BE LEAD OR FIBER IN DRILLED HOLES, OR CAST IN PLACE.C. NAILS OR POWDER ACTUATED FASTENERS SHALL NOT BE USED.D. EMT/IMC/RGS SUPPORTS SHALL BE A MAXIMUM OF 8'-0" APART AND A MAXIMUM OF 3'-0" FROM BOXES.E. LIGHTING FIXTURES MOUNTED IN OR ON CEILING SHALL BE SUPPORTED FROM STRUCTURE VIA 12 GAUGE STEEL WIRE. PROVIDE A MINIMUM OF FOUR WIRES, ONE ATTACHED TO EACH CORNER OF LAY-IN FIXTURES. RECESSED DOWNLIGHT FIXTURES SHALL BE SUPPORTED THE SAME. DO NOT SUPPORT RACEWAY OR FIXTURES FROM CEILING GRID OR DUCT WORK. USE U.L. LISTED GRID CLIPS ON ALL LAY-IN FIXTURES.7. PAINTING:A. SUITABLE FINISH COAT SHALL BE PROVIDED FOR ALL EQUIPMENT. PANEL TUBS, COVERS, ETC. SHALL BE PRIMED AND ENAMELED TO BLEND WITH ADJACENT SURFACES, OR SHALL BE MANUFACTURER'S STANDARD COLOR BAKED ENAMEL FINISH, OR AS DIRECTED BY THE ARCHITECT.B. CONTRACTOR TO PAINT WHERE EXISTING EXPOSED PANELBOARDS, SURFACE RACEWAY, SURFACE BOXES, ETC. HAVE BEEN REMOVED DURING THE DEMOLITION PHASE, EITHER FOR TEMPORARY WORK OR PERMANENTLY.8. TELECOMMUNICATIONS:A. FURNISH A COMPLETE TELEPHONE CONDUIT SYSTEM AS INDICATED ON THE DRAWINGS.B. TELECOMMUNICATION OUTLETS SHALL CONSIST OF A 4" SQUARE DEEP BOX WITH SINGLE GANG PLASTER RING. PROVIDE BLANK PLATE WITH KNOCKOUTS FOR OUTLETS, AS PERMANENT COVERS WILL BE PROVIDED BY A SEPARATE INSTALLER.C. PROVIDE MINIMUM 1.25" RACEWAY, UNLESS OTHERWISE NOTED, FROM EACH BOX TO ABOVE NEAREST ACCESSIBLE CEILING SPACE FOR J-HOOK SYSTEM OR TO CABLE TRAY AS APPLICABLE. PROVIDE MINIMUM 210# TEST NYLON PULL CORD AND NYLON BUSHINGS IN ALL EMPTY RACEWAYS. CONDUITS SHALL NOT BE DAISY-CHAINED.D. PROVIDE RACEWAYS FOR ALL EXTERIOR AND/OR EXPOSED LOCATIONS.E. PROVIDE GROUNDING FOR ALL TELEPHONE/DATA SYSTEMS AND EQUIPMENT PER REQUIREMENTS AND SPECIFICATIONS PROVIDED BY THE OWNERS DESIGNATED VENDOR.F. ALL LOW-VOLTAGE CABLING SHALL BE PLENUM-RATED.G. CONTRACTOR SHALL FURNISH AND INSTALL A #6 AWG GREEN INSULATED COPPER WIRE IN CONDUIT FROM THE MAIN ELECTRICAL GROUNDING BAR TO TELECOMMUNICATIONS GROUNDING BUS BAR.H. PROVIDE MOUNTING BACKBOARDS FOR COMMUNICATIONS EQUIPMENT. BACKBOARDS SHALL BE OF 3/4" TYPE AC, EXTERIOR PLYWOOD, PAINTED BOTH SIDES AND ALL EDGES WITH 2 COATS OF GRAY FLAME RETARDANT PAINT.I. VERIFY SITE LOCATION OF TELEPHONE SERVICES WITH APPROPRIATE VENDOR, PRIOR TO SUBMITTING BID. TELEPHONE SERVICE CONDUITS SHALL BE PROVIDED TO THE PROPERTY LINE OR POINT AS DIRECTED BY THE LOCAL UTILITY.9. LIGHTING FIXTURES:A. TYPES AND MANUFACTURERS ARE SCHEDULED ON THE PLANS. EQUIVALENT FIXTURES BY OTHERS MAY BE SUBMITTED ONLY AS INDICATED ON THE PLANS AND ARE SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER.B. ALL FIXTURES SHALL BE U.L. LISTED AND LABELED.C. LED DRIVERS AND/OR BALLASTS SHALL BE AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE OR AS OTHERWISE NOTED.D. ALL FIXTURES SHALL BE PROVIDED FOR PROPER VOLTAGE BASED ON THE CIRCUIT ASSIGNMENT INDICATED ON THE PLANS.E. CATALOG NUMBERS ARE FOR GENERAL IDENTIFICATION OF FIXTURES ONLY. ALL RELATED PARTS, SUCH AS PLASTER RINGS, JUNCTION BOXES, LOUVERS, SHIELDS, MOUNTING STEMS, CANOPIES, CONNECTORS, STRAPS, NIPPLES, HARDWARE, ACCESSORIES, ETC., TO FIT THEM PROPERLY TO THE CONSTRUCTION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. CONTRACTOR SHALL PROVIDE SUITABLE TRIM AND APPURTENANCES TO MOUNT FIXTURES IN TYPE OF CEILING OR WALL AS SPECIFIED IN ARCHITECTURAL FINISH SCHEDULES REGARDLESS OF CATALOG NUMBER GIVEN.F. ALL FIXTURES SHALL BE GROUNDED PER THE NEC.G. FIXTURES CONNECTED WITH FLEX TO THE RIGID RACEWAY PORTION OF THE WIRING SYSTEM SHALL CARRY A GREEN BONDING JUMPER WITHIN THE FLEX. THE JUMPER SHALL BE FASTENED TO BOTH THE FIXTURE AND THE RACEWAY SYSTEM WITH A STEEL CITY "G" CLIP OR APPROVED EQUIVALENT. PHASE AND GROUND CONDUCTORS RUN IN FLEX SHALL BE #12 AWG MINIMUM. MAXIMUM FLEX LENGTH SHALL BE 6'-0".H. MOUNT ALL FIXTURES PLUMB AND SQUARE WITH ROWS ALIGNED.I. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF FIXTURES.J. CONTRACTOR SHALL COORDINATE FIXTURE TYPE AND TRIM WITH CEILING CONSTRUCTION AND ADJUST ACCORDINGLY WITHOUT ADDITIONAL EXPENSE.K. ALL LIGHTING FIXTURES SHALL BE THERMALLY PROTECTED PER THE NEC.L. SURFACE-MOUNTED FIXTURES INSTALLED ON COMBUSTIBLE MATERIAL SHALL BE MOUNTED AT LEAST 1/4" FROM THE SURFACE OF THE MATERIAL, EXCEPT FOR FIXTURES WHICH ARE PLAINLY MARKED AS U.L. APPROVED FOR MOUNTING DIRECTLY TO SUCH SURFACES.M. FIXTURES IN CONTACT WITH INSULATION SHALL BE IC RATED.N. FOR RECESSED LIGHTING FIXTURES IN FIRE RATED CEILINGS, PROVIDE A MANUFACTURER APPROVED AND LISTED FIRE RATED COVER/ASSEMBLY OVER THE FIXTURE TO MAINTAIN THE INTEGRITY OF THE CEILING FIRE RATING. ANY LIGHTING FIXTURES INSTALLED UNDER THE FIRE RATED CAP SHALL BE SUITABLE FOR THE INSTALLATION.10. LIGHTING CONTROLS:A. FURNISH AND INSTALL WHERE SHOWN AN ELECTRONIC TIME CONTROLLER AS MANUFACTURED BY TORK (NSI), PARAGON, INTERMATIC, OR APPROVED EQUAL. CONTACTS SHALL BE SPST OR AS INDICATED, RATED 120/277V AT 20A BALLAST LOAD, AND MINIMUM 30,000 SWITCHING CYCLES. PROVIDE WITH THE NUMBER OF CHANNELS INDICATED (MINIMUM 2 CHANNELS) OR AS REQUIRED TO MEET THE INTENT OF THE DRAWINGS. EACH CHANNEL SHALL BE INDIVIDUALLY PROGRAMMABLE WITH 128 ON-OFF OPERATIONS PER WEEK PLUS FOUR SEASONAL SCHEDULES TO MODIFY THE BASIC PROGRAM AND A HOLIDAY SCHEDULE THAT OVERRIDES THE WEEKLY OPERATION. THE CONTROLLER SHALL BE PROVIDED WITH A PHOTOELECTRIC SENSOR, ASTRONOMIC DIAL, AND A BATTERY BACKED-UP, NON-VOLATILE MEMORY FOR SCHEDULES AND TIME CLOCK.B. LIGHTING CONTACTORS SHALL SWITCH LOADS AT THE VOLTAGE AND AMPERE RATING INDICATED AND SHALL HAVE THE NUMBER OF POLES INDICATED ON THE DRAWINGS OR AS REQUIRED. THE CONTACTOR AND CONTACTS SHALL BE CONTINUOUSLY RATED FOR THE LOAD SERVED, INCLUDING TUNGSTEN FILAMENT, INDUCTIVE, AND HIGH-INRUSH BALLAST LOADS.C. ALL LIGHTING CONTACTORS SHALL BE ELECTRICALLY HELD AND BE INSTALLED IN A NEMA 1 ENCLOSURE, UNLESS OTHERWISE NOTED.11. EQUIPMENT IDENTIFICATION:A. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT SUPPLIED FOR THE PROJECT, INCLUDING BUT NOT LIMITED TO, WIRING TROUGHS, SAFETY SWITCHES, DISCONNECTS, TRANSFORMERS, PANELBOARDS, SWITCHBOARDS, SWITCHGEARS, MOTOR CONTROL CENTERS (MCC), BUSWAYS, GENERATORS, AUTOMATIC TRANSFER SWITCHES (ATS), UNINTERRUPTIBLE POWER SUPPLY (UPS), POWER DISTRIBUTION UNITS (PDU), FLOOR/REMOTE DISTRIBUTION CABINETS (FDC/RDC), STATIC TRANSFER SWITCHES (STS), ETC. NAMEPLATE SHALL INDICATE THE DEVICE NAME, SYSTEM VOLTAGE (VOLTAGE/PHASE/WIRE), AND UPSTREAM DEVICE AND CIRCUIT. PROVIDE NAMEPLATES FOR CIRCUIT BREAKERS IN SWITCHGEARS, SWITCHBOARDS AND DISTRIBUTION PANELS.B. NAMEPLATE COLORS SHALL BE AS FOLLOWS:120/208V EQUIPMENT BLUE SURFACE WITH WHITE COREEMERGENCY SYSTEMS GREEN SURFACE WITH WHITE COREFIRE ALARM SYSTEMS BRIGHT RED SURFACE WITH WHITE CORESECURITY SYSTEMS BURGUNDY SURFACE WITH WHITE CORETELEPHONE SYSTEMS ORANGE SURFACE WITH WHITE COREDATA SYSTEMS BROWN SURFACE WITH WHITE CORETV SYSTEMS PURPLE SURFACE WITH WHITE CORENAMEPLATES UP TO 8 SQUARE INCHES SHALL NOT BE LESS THAN 1/16" THICK. NAMEPLATES LARGER THAN 8 SQUARE INCHES SHALL NOT LESS THAN 1/8" THICK.C. LETTERING HEIGHT SHALL BE 1/2" MINIMUM.D. NAMEPLATES SHALL BE ATTACHED WITH SELF-DRILLING/SELF-TAPPING SCREWS, EXCEPT RIVETS SHALL BE USED WHERE END OF SCREW IS NOT PROTECTED. QUANTITY AS FOLLOWS:UP TO 5 SQUARE INCHES: 2 SCREWS5 TO 12 SQUARE INCHES: 4 SCREWSABOVE 12 SQUARE INCHES: 6 SCREWS12. DISCONNECTS:A. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE IN NEMA 1 ENCLOSURES, UNLESS OTHERWISE NOTED, FUSED OR NON-FUSED AS INDICATED. SWITCHES SHALL HAVE REJECTION-TYPE FUSE CLIPS. SWITCHES SHALL BE BY EATON, SQUARE-D, ABB, OR APPROVED EQUAL. B. FUSES LESS THAN 60A SHALL BE CLASS RK5, DUAL-ELEMENT, TIME-DELAY WITH INDICATIONC. FUSES GREATER THAN 60A SHALL BE CLASS J, DUAL-ELEMENT, TIME-DELAY WITH INDICATION.D. A SET OF 3 SPARE FUSES OF EACH SIZE AND TYPE SHALL BE FURNISHED TO THE OWNER.13. PANELBOARDS:A. PANELBOARDS SHALL BE PROVIDED AS MANUFACTURED BY EATON, SQUARE-D, ABB, OR APPROVED EQUAL. ALL NEW EQUIPMENT FOR THE PROJECT SHALL BE BY THE SAME MANUFACTURER. B. ALL BUSSING, INCLUDING NEUTRAL AND GROUND, SHALL BE COPPER.C. ALL BREAKERS SHALL BE AUTOMATIC THERMAL-MAGNETIC TYPE MOLDED CASE BOLT-ON TYPE, CALIBRATED FOR 40 DEGREE C, OR AMBIENT COMPENSATION, UNLESS OTHERWISE NOTED.D. PANELS SHALL BE FULLY RATED (AIC). NO SERIES AIC RATINGS ARE ALLOWED.E. PANELS SHALL HAVE FULL SIZE EQUIPMENT GROUNDING BARS AND NEUTRAL BARS, EXCEPT WHERE INDICATED TO BE 200%.F. ALL PANELBOARD AND BREAKER LUGS SHALL BE SIZED AND RATED PER THE CONDUCTOR SIZE AND MATERIAL.G. LIGHTING AND APPLIANCE PANELS (100A-600A) SHALL HAVE FRONT ACCESSIBLE HINGED DOOR-IN-DOOR COVERS WITH DEAD FRONT, SHALL BE 20" WIDE MINIMUM WITH MINIMUM 4" WIDE WIRING GUTTERS.H. DISTRIBUTION PANELS (600A-1200A) SHALL HAVE FRONT ACCESSIBLE DEAD FRONT COVERS.I. PROVIDE HANDLE LOCK-ON DEVICES FOR ALL CIRCUIT BREAKERS CONNECTED TO EMERGENCY, EXIT, NIGHT LIGHTING, FIRE ALARM, TELEPHONE BOARDS, AND SECURITY SYSTEMS.J. BREAKERS USED FOR SWITCHING SHALL BE SWITCHING DUTY (SWD) RATED.K. BREAKERS USED FOR HEATING, AIR-CONDITIONING AND/OR REFRIGERATION SHALL BE HACR RATED.L. GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL SHALL BE PROVIDED FOR ALL LOCATIONS PER NEC 210.8, INSTALLED IN A READILY ACCESSIBLE LOCATION. WHERE A DEVICE LOCATION IS NOT ACCESSIBLE, THE GFCI PROTECTION SHALL BE PROVIDED WITH THE BREAKER SERVING THE DEVICE.M. ALL PANELBOARDS SHALL HAVE METAL DIRECTORY FRAME. FOR EACH PANELBOARD, PROVIDE TYPED CIRCUIT DIRECTORY PER NEC 408.4. SPARE CIRCUIT BREAKERS SHALL BE LABELED SPARE AND IN THE OFF POSITION. N. PROVIDE BARRIERS TO PREVENT INADVERTENT CONTACT TO ENERGIZED CONDUCTORS AT LOAD TERMINATIONS IN PANELBOARDS, SWITCHBOARDS, SWITCHGEARS AND MOTOR CONTROL CENTERS SUPPLIED BY FEEDER TAPS OR TRANSFORMER SECONDARY CONDUCTORS.14. FIRE ALARM SYSTEM:A. SYSTEM SHALL BE A CENTRALIZED, ANALOG, ADDRESSABLE, FULLY ELECTRONICALLY SUPERVISED (INCLUDING AUXILIARY SYSTEMS INTERCONNECT WIRING) SYSTEM LISTED BY UL IN COMPLIANCE WITH ALL APPLICABLE NFPA 72 AND OTHER STANDARDS AS WELL AS THE AMERICAN'S WITH DISABILITIES ACT (ADA). ALL FINAL CONNECTIONS, TESTING AND ADJUSTMENTS SHALL BE PERFORMED BY OR UNDER DIRECT SUPERVISION OF AN AUTHORIZED FACTORY REPRESENTATIVE. SYSTEM SHALL BE SIMPLEX, NOTIFIER, SIEMENS, OR APPROVED EQUAL AS ACCEPTED BY THE ENGINEER. SYSTEM SHALL HAVE A 24HR MINIMUM BATTERY BACKUP.B. INITIATING DEVICE ACTIVATION SHALL CAUSE OPERATION OF THE PROPER ALARM CIRCUIT IN THE CONTROL PANEL, AND OPERATE ALL AUDIBLE AND VISUAL INDICATING ALARMS. ALL AIR HANDLING UNITS SHALL BE STOPPED UPON ANY ALARM INPUT. EACH AIR HANDLER UNIT SHALL BE PROVIDED WITH A SYSTEM CONTROLLED RELAY TO EFFECT SHUTDOWN. ALL ALARM DEVICES AND LAMPS SHALL CONTINUE TO OPERATE UNTIL THE INITIATING DEVICE IS RESET. SUBSEQUENT ALARMS SHALL RESOUND THE SYSTEM. AN AUDIBLE AND VISUAL SIGNAL SHALL INDICATE SYSTEM TROUBLE. THE CONTROL PANEL SHALL PROVIDE FOR ACTIVATING A UL LISTED CENTRAL STATION SIGNAL FOR NOTIFYING THE FIRE DEPARTMENT.C. MANUAL STATIONS SHALL BE NON-CODED, WITH PULL LEVER AND GLASS ROD, SEMI-FLUSH MOUNTED. COMBINATION LIGHT AND HORN SIGNALS SHALL BE FLUSH MOUNTED. WIRING SHALL BE IN CONDUIT AS PREVIOUSLY SPECIFIED, #14 AWG MINIMUM, THHN. ALL J-BOXES USED FOR THE FIRE ALARM SYSTEM SHALL BE PAINTED RED.D. SPRINKLER SYSTEM TAMPER SWITCHES SHALL BE CONNECTED INTO A COMMON ZONE WHICH SHALL DISTINGUISH BETWEEN A CONDUIT FAULT AND A CLOSED VALVE. A CLOSED VALVE SHALL BE INDICATED AS AN ALARM CONDITION, BUT WILL NOT ACTIVATE THE AUDIO-VISUAL DEVICES AND SHALL CAUSE A SUPERVISORY SIGNAL TO BE TRANSMITTED TO THE CENTRAL STATION.E. CONDUCTORS SHALL BE PLENUM-RATED AND INSTALLED IN CONDUIT AND INSTALLED IN COMPLIANCE WITH NFPA 70, ARTICLE 760; IN ADDITION TO WIRING METHODS 300.4.F. ALL FIRE ALARM WIRING SHALL BE CLASS B.G. PROVIDE ALL REQUIRED MODULES, POWER EXTENDERS, PROGRAMMING, ETC. FOR A COMPLETE AND OPERATIONAL SYSTEM.H. SUBMIT FIRE ALARM SHOP DRAWINGS CONSISTING OF PRODUCT DATA, TO THE ENGINEER AND FOR APPROVAL.I. FILL OUT NFPA 72 CERTIFICATION REPORT AND SUBMIT TO ENGINEER AND AUTHORITY HAVING JURISDICTION.J. WARRANTY - ALL WORK PERFORMED AND ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL BE FREE FROM DEFECTS AND SHALL REMAIN SO FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE PROFESSIONAL ENGINEER AND/OR OWNER. THE FULL COST OF MAINTENANCE, LABOR, AND MATERIALS REQUIRED TO CORRECT ANY DEFECT DURING THIS ONE YEAR PERIOD SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWNER. ANY DEFECTS THAT RENDER THE SYSTEM INOPERATIVE SHALL BE REPAIRED WITHIN 24 HOURS OF THE OWNER NOTIFYING THE CONTRACTOR. OTHER DEFECTS SHALL BE REPAIRED WITHIN 48 HOURS OF THE OWNER NOTIFYING THE CONTRACTOR.K. PROVIDE CARBON MONOXIDE SENSOR FOR ALL BUILDINGS WITH GAS FIRED APPLIANCES. INCLUDE AT SOURCE LOCATIONS OF CO PRODUCING APPLIANCES AND WITHIN ALL SLEEPING ROOMS. REPORT TO FACP AS SUPERVISORY SIGNAL.15. FIRE STOPPING:A. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH RATED MATERIALS MEETING ASTM E-814.B. PROVIDE FIRESTOPPING DEVICE(S) OR SYSTEM(S) WHICH HAVE BEEN TESTED AND LISTED AS COMPLYING WITH ASTM E-814. INSTALL THE DEVICE(S) OR SYSTEM(S) IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING. PROVIDE THE APPROPRIATE DEVICE(S) OR SYSTEM(S) WITH AN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING PENETRATED.C. DEVICE(S) AND/OR SYSTEM(S) SHALL BE BY HILTI, 3M OR EQUIVALENT.16. ELECTRICAL COORDINATION WITH OTHER TRADES:A. THE ELECTRICAL CONTRACTOR SHALL CONNECT AND/OR PROVIDE FINAL CONNECTIONS TO ALL EQUIPMENT SUPPLIED BY OTHERS APPLICABLE TO THE PROJECT, INCLUDING BUT NOT LIMITED TO, MECHANICAL, PLUMBING, FIRE PROTECTION AND SUPPRESSION, OWNER FURNISHED, KITCHEN, LABORATORY, ETC. UNLESS OTHERWISE NOTED.B. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONNECTIONS PRIOR TO ROUGH-IN USING APPROVED CATALOG SHEETS AND SHOP DRAWINGS.C. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL MANUAL MOTOR STARTER SWITCHES, DISCONNECT SWITCHES, RECEPTACLES, ETC. TO MECHANICAL AND PLUMBING EQUIPMENT. ALL STARTERS, OTHER THAN MANUAL STARTER SWITCHES, SHALL BE PROVIDED BY OTHERS, BUT INSTALLED BY THE ELECTRICAL CONTRACTOR.D. ALL DISCONNECT SWITCHES AND FUSE SIZES SHALL BE COORDINATED WITH SHOP DRAWINGS PRIOR TO ORDERING OR INSTALLING. ANY EQUIPMENT INSTALLED INCORRECTLY BECAUSE OF LACK OF COORDINATION WILL BE REMOVED AND INSTALLED CORRECTLY AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR.E. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT RUNS AND LIGHT FIXTURE LOCATIONS ABOVE THE CEILING WITH OTHER TRADES PRIOR TO INSTALLATION.F. ALL DUCT SMOKE DETECTORS SHALL BE PROVIDED AND CONNECTED BY THE ELECTRICAL CONTRACTOR, BUT INSTALLED BY THE MECHANICAL CONTRACTOR.G. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY OUTLETS FOR HEAT TAPE CONNECTIONS FOR MECHANICAL SYSTEMS. PROVIDE CLASS B (30mA) GFCI PROTECTION ON THE BREAKER SUPPLYING THE HEAT TAPE.H. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 120V POWER AT EACH HVAC UNIT HAVING A CONTROLS POWER SUPPLY. CIRCUIT(S) SHALL BE DEDICATED 20A SERVING A MAXIMUM OF 10 HVAC UNITS PER CIRCUIT. COORDINATE ALL LOCATIONS WITH THE MECHANICAL CONTRACTOR.17. COORDINATION DRAWINGS:A. THE MECHANICAL CONTRACTOR SHALL ORGANIZE COORDINATION MEETINGS TO DEVELOP A SET OF DRAWINGS WITH ALL CONTRACTORS (ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION, IT/DATA, SECURITY AND GENERAL). THE MECHANICAL CONTRACTOR WILL HAVE THE LEAD RESPONSIBILITY FOR THE COORDINATION DRAWINGS. THE MECHANICAL CONTRACTOR SHALL PRODUCE THE ORIGINAL DRAWINGS AND FORWARD THE DRAWINGS TO EACH OF THE OTHER CONTRACTORS FOR THEM TO ADD THEIR SYSTEMS TO THIS SET OF COORDINATION DRAWINGS. THE CONTRACTORS WILL DEVELOP THE DRAWINGS IN THIS ORDER: MECHANICAL, FIRE PROTECTION, PLUMBING, ELECTRICAL, IT/DATA (INCLUDING CABLE TRAY), SECURITY, AND GENERAL. THIS SHALL ALSO BE THE ORDER OF PRECEDENCE FOR INSTALLATION OF SYSTEMS. ANY RELOCATION OF SYSTEM ROUTINGS WILL BE FOUND IN THE COORDINATION PHASE AND NOTICED BY EACH OF THE CONTRACTORS. THESE DRAWINGS, WHEN COMPLETED, SHALL BE SIGNED OFF BY ALL OF THE ABOVE LISTED PARTIES. DRAWINGS SHALL BE COMPLETED PRIOR TO PURCHASE, FABRICATION OR INSTALLATION OF EQUIPMENT AND/OR SYSTEMS. THE FOLLOWING ITEMS REPRESENT THE MINIMUM REQUIREMENTS FOR SHOP DRAWINGS AND COORDINATION DRAWINGS:1. ALL SHOP AND COORDINATION DRAWINGS WILL BE 1/4"=1'-0" SCALE.2. DRAWINGS WILL BE ORIGINAL DRAWINGS AND NOT OVERLAYS OF THE CONTRACT/DESIGN DRAWINGS.3. COORDINATION DRAWINGS WILL BE DRAWN ON REPRODUCIBLE MATERIAL 48"x36".4. COORDINATION DRAWINGS ARE NOT SHOP DRAWINGS AND ARE REQUIRED IN ADDITION TO SHOP DRAWINGS.5. ONCE THE COMPLETE COORDINATION DRAWINGS HAVE BEEN COMPILED, THE MECHANICAL CONTRACTOR WILL DISTRIBUTE ONE SIGNED SET TO EACH OF THE FOLLOWING CONTRACTORS: ELECTRICAL, PLUMBING, FIRE PROTECTION, IT/DATA, AND GENERAL. ADDITIONAL SETS WILL BE SENT TO THE OWNER, ARCHITECT, AND ENGINEER.18. TESTING AND DOCUMENTATION:A. THE ELECTRICAL CONTRACTOR SHALL ENGAGE THE GEAR MANUFACTURER OR ANOTHER INDEPENDENT 3RD PARTY TO PROVIDE A COMPLETE FAULT CURRENT, COORDINATION, AND ARC-FLASH HAZARD ANALYSIS STUDY AND REPORT, COMPLETE WITH ARC-FLASH HAZARD LABELS FOR ALL EQUIPMENT.B. TESTING AND DOCUMENTATION SHALL BE PROVIDED AS FOLLOWS:1. ALL CONDUCTORS SHALL BE MEGGERED BEFORE FINAL CONNECTIONS.2. THE GROUND SYSTEM SHALL BE TESTED AND VERIFIED TO BE 25 OHMS OR LESS RESISTANCE-TO-GROUND.3. GFCI EQUIPPED BREAKERS SHALL BE PERFORMANCE TESTED.4. LIGHTING CONTROL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION OF SETPOINTS.North Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E0.02ELECTRICALSPECIFICATIONS10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 9Sheet No. 2No. Description Date71 OCPPOCDTOCDTOCDTOCDTPPOCDTPPFACPOCDLVOCDOCDDLVAAAAAEAAEAAAEAAASWESESS S SEEEEOWL1OWL1OWL1FLEX105STORAGE106TOILET104TOUCH DOWN103OFFICE102ENTRY101FUTURE OFFICES108MECH / H.W.107THRU LIGHTING CONTACTORDLVDLVOWL1MDP-14NLNLNLMDP-12DMDP-16North Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E1.11FIRST FLOORLIGHTING PLAN10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 9Sheet No. 41/4" = 1'-0"1FIRST FLOOR LIGHTING REFLECTED CEILING PLANNorth Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E1.11FIRST FLOORLIGHTING PLAN10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 9Sheet No. 4No. Description DateNo. Description Date72 EWCGFIGFIBGFIFB4TV48"GFIGFIGFIGFIGFIGFIGFIGFI15cd15cd15cd15cdMC75cdFFGFIGFI30cdGFIGFIWPMFB4MM75cdFACPAIOTOUCH DOWN103OFFICE102TOILET104ENTRY101FUTURE OFFICES108FLEX105MECH / H.W.107STORAGE106MDPA/C-1HP-1ODU-1WH1MDP-1MDP-5MDP-2MDP-4MDP-8MDP-6MDP-3MDP-10MDP-11MDP-18,20MDP-13,15THRU ODU-1MDP-22,241GBIDU-1FAN EF-1MDP-17,19MDP-28MDP-26MDP-71"C AND CABLE TO EXISTING BUILDING FOR MONITOR OF NEW PANELTVSSMDP-9(2) - 4"C2North Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E2.11FIRST FLOOR ANDROOF POWER PLAN10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 9Sheet No. 51/4" = 1'-0"1FIRST FLOOR POWER PLAN1/4" = 1'-0"2ROOF POWER PLANELECTRICAL PLAN KEYED NOTES:1. PLACE EXHAUST FAN ON LOCAL LIGHTING CIRCUIT. INTERLOCK WITH LOCAL LIGHTING CONTROLS.2. PROVIDE (2)-4" CONDUIT FROM IT ROOM TO PROPERTY LINE FOR TELEPHONE/DATA SERVICE. CONDUIT LOCATION, SIZE, AND BENDING RADIUS SHALL BE COORDINATED WITH UTILITY BEFORE INSTALLATION BASED ON UTILITY COORDINATION. PROVIDE LONG SWEEPING ELBOWS FOR FIBER OPTIC ENTRY.No. Description Date73 CONDUIT TRANSITION DETAILNO SCALEFINISHED FLOOR OR GRADERMC CONDUIT WITH ASPHALT COATINGRMC CONDUIT ELBOW WITH ASPHALT COATINGPVC CONDUITGRADEFLOOR/FOUNDATIONPVC SLEEVEBUILDING LINEEARTHEXOTHERMIC WELDCABLE TRAY - TYPICALCABLE TRAY - TYPICALMETAL DOMESTIC WATERAND FIRE LINE AT ENTRANCEPOINT TO BUILDINGSERVICE GROUND IN 1"EMT TO BUILDING STRUCTURAL STEEL STRUCTURAL STEELSERVICE EQUIPMENTINSULATED #6 GND.#3/0 BARE COPPER OR STEELREINFORCEMENT OR ROD NOT LESSTHAN 1/2" DIAMETERGROUND BAR ATSERVICE EQUIPMENTGROUND BAR IN EACHTEL/IT ROOM2 HOLE COMPRESSIONLUG. TYPICALSERVICE CONDUIT IF METAL1"EMT TO EDGE OFBUILDING/SLABUNBROKEN GROUNDING CONDUCTOR. SEE POWER RISER FOR SIZE1" SCH. 40 PVC TO OUTSIDE OF BUILDINGDOUBLE BARRELCOMPRESSION LUGEXOTHERMICBELOW GRADETYPICAL NOT LESS THAN 8'TYPICAL - 10'-0" LONG, 3/4" ROUND COPPER CLAD GROUND ROD. DRIVE TO NOT LESS THAN 12" BELOW GRADE.EQUIPMENT GROUNDING BUSBOND AS REQ'D. BYNEC ARTICLE 250NEUTRAL BUSNOT TO SCALESERVICE GROUND DIAGRAMNOT TO SCALESPD CONNECTION DETAIL∅AN∅C∅BGSPD NEMA 1ENCLOSURENEUTRALBUS1-1/4" NIPPLEPANELGROUND BARMAIN BREAKERTYPICAL 3 POLEBREAKER, SEE PANELSCHEDULETRANSIENT GROUNDSAFETY GROUNDNEUTRALPHASE APHASE CPHASE BINCOMING FEEDERNOTES:1. ALL WIRING SHALL BE #6 AWG, UNLESS OTHERWISE NOTED.2. AVOID SHARP BENDS IN WIRES. ALL WIRE LENGTHS SHALL NOT EXCEED18" (WHERE POSSIBLE).3. SEE SPD SPECIFICATION FOR EXACT TYPE FOR LOCATION AS INDICATED ON THE POWER RISER DIAGRAM.1/4" HIGH LETTERING FORREMAINING TEXT.PANELBOARD NAME.EQUIPMENT NAME.EQUIPMENT SYSTEM VOLTAGE.EQUIPMENT SOURCE AND CIRCUIT.VIA "T-XXX"277/480V, 3∅, 4WFED FROM "1HN1A"120/208V, 3∅, 4WFED FROM PANEL "1HN1A"PANEL "XXXXX"AHU-X480V, 3∅FED FROM "1HN1A"FED FROM "1HN1A"AHU-X480V, 3∅PANELBOARD NAMEPLATESEQUIPMENT NAMEPLATESCKT X,X,XCKT X,X,XCKT X,X,XCKT X,X,XPANEL "XXXXX"TYPICAL 120/208V PANELBOARDTYPICAL 277/480V PANELBOARDPANELBOARD SOURCE AND CIRCUIT.PANELBOARD SYSTEM VOLTAGE.FASTEN WITH SELF TAPPING STAINLESSSTEEL SCREWS, EACH SIDE OR RIVETS ASAPPLICABLE.BLACK BACKGROUND/WHITE LETTERS,UNLESS OTHERWISE NOTED1/2" HIGH LETTERING FOR EQUIPMENT NAME.BLACK BACKGROUND/WHITE LETTERS,UNLESS OTHERWISE NOTED1/2" HIGH LETTERING FOREQUIPMENT NAME.FASTEN WITH SELF TAPPING STAINLESSSTEEL SCREWS, EACH SIDE OR RIVETS ASAPPLICABLE.1/4" HIGH LETTERING FOR REMAINING TEXT.XX,000 A RMS SYMAVAILABLE FAULT CURRENT:XX,XXX AXX,000 A RMS SYMDATE CALCULATED: 0X/0X/20XXAVAILABLE FAULT CURRENT:XX,XXX ADATE CALCULATED: 0X/0X/20XXSHORT-CIRCUIT CURRENT RATING.CALCULATED FAULT CURRENT RATINGNOT TO SCALETYPICAL NAMEPLATE DIAGRAMNOTES:1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, COLORS, ETC. 2. PROVIDE SHORT-CIRCUIT CURRENT RATING AND AVAILABLE FAULT CURRENT ON EACH NON-DWELLING SERVICE EQUIPMENT NAMEPLATE.NO SCALE1/4"3/8"DIA.4"1.25"5/16"DIA5/8"MINIMUM 12" FOR SBBGROUND BAR BRACKET2-3/4" INSULATORCOPPER BUS BARMINIMUM 24" FOR PBB1.5"5/8"2" FOR SBB4" FOR PBB5/8-11 X 1"SILICON-BRONZEMACHINE BOLT7/16"DIANOTESA. ALL GROUNDING AND BONDING SHALL BE IN ACCORDANCE WITH NEC, TIA AND UL STANDARDS. B. LENGTH OF GROUNDING BAR SHALL BE AS REQUIRED BY THE NUMBER OF CONDUCTOR CONNECTIONS PLUS 25% SPARE CAPACITY. C. GROUND BARS OVER 20" IN LENGTH REQUIRE AT LEAST ONE ADDITIONAL INSULATOR SUPPORT. D. MOUNT GROUND BAR AT 6'-8" AFF UNLESS OTHERWISE DIRECTED BY OWNER.5/8" SILICON-BRONZELOCKWASHERSBBPBBTELECOMMUNICATIONS GROUNDING BAR DETAILNOT TO SCALEMOUNTING HEIGHTS OF DEVICES - ELEVATIONCEILINGFLOORWALL MOUNTED TELEPHONE4"4"EXITEXITLCLC8" MAXIMUM TO FIRST DEVICEVERIFY WITH GC ANDEQUIPMENT SUPPLIER48"12"MAX36"MINAIR SUPPLY, EXHAUST OR RETURN6"18"18"FINISHED WALL48"TV & TV OUTLET WALL SEE PLANSSPECIAL PURPOSE SINGLE RECEPTACLEQUAD RECEPTACLE3" LATCH SIDE NOTE 6"LOW" EXIT SIGN. 11" ABOVE FLOOR.RECEPTACLETOP OF COUNTER BACKSPLASHDUPLEX RECEPTACLEHAND DRYER (RESTROOMS)FIRE ALARM PULL STATIONINTERCOM VOLUME CONTROLALIGN WHEN MOUNTED ON SAME WALLLIGHT SWITCH OR DIMMERSCHOOL CALL SWITCH/HANDSETFIRE ALARM AUDIBLE OR STROBE LIGHT12", UNLESS CEILING IS HIGHER THAN 12'-0", THEN 24" ABOVE DOOR.96 INCHES (TO TOP OF DEVICE) MAXIMUM (WALL)80" (TO BOTTOM OFDEVICE ) MINIMUM(WALL)HEAT DETECTORS NEVER HEREWALL MOUNTED SMOKE/HEAT DETECTORCEILING MOUNTED SMOKE/HEAT DETECTORSMMANUAL MOTORSTARTER SWITCH FOR EACH HAND DRYERACCESS DOORIN HARD CEILINGSTELEPHONE/DATA OUTLETPANEL OPERATOR HANDLES OF THE SWITCHES OR CIRCUIT BREAKERS FOR COMMERCIAL INSTALLATION PER NEC 404.8, SHALL NOT EXCEED 6'-7" AFF. RESIDENTIAL INSTALLATION (TYPE A & ADAPTABLE TYPE B), SHALL NOT EXCEED 4'-0" AFF5' MAXIMUMPULLSTATION16"NIGHTLIGHT36"MINSIDEWALL SUPPLY, RETURNOR EXHAUST REGISTER OR GRILLECEILING MOUNTED SMOKE/HEATDETECTOR4" MAX.X 80" AFF≥X >27" AFFSEE NOTE 5NOTES:1. LOCATIONS WHERE TV MOUNT IS BACK TO BACK ON SAME WALL, AN OFFSET OF 8-12" WILL BE NEEDED FOR INSTALLATION OF JACK/RECEPTACLE.2. DEVICES ABOVE COUNTER TOPS SHALL BE A MAXIMUM OF 48" TO TOP OF DEVICE. DEVICES REQUIRED TO BE ADA ACCESSIBLE SHALL BE INSTALLED PER ANSI A117.1.3. LOW EXIT SIGN AS INDICATED ON PLANS. PER IBC 1011.2 4. DEVICES NEXT TO DOOR EXIT SHALL BE WITHIN 8" (MAXIMUM) TYPICAL OF DOOR UNLESS OBSTACLES SUCH AS SIDELITES, ETC. 5. ALL METALLIC & NON-METALLIC, SWITCH AND RECEPTACLE BOXES INSTALLED IN FRAME WALLS SHALL INCLUDE APPROVED FIRESTOP PUTTY PADS APPLIED ON THE BACK AND ALL SIDES OF BOX NOT TOUCHING THE WOOD STUD.6. IN THE CIRCULATION PATH, IF THERE ARE PENDANT LIGHT FIXTURES, ENSURE THEY ARE LOCATED 80" A.F.F. OR HIGHER UNLESS LOCATED ABOVE A FIXED ELEMENT. WALL MOUNTED FIXTURES LOCATED BETWEEN 27" AND 80" A.F.F. SHALL NOT EXTEND GREATER THAN 4" FROM WALL OR BASE OR HAVE FIXED PROTECTION AT 27" A.F.F. OR LOWER WHEN THESE ELEMENTS ARE LOCATED IN THE CIRCULATION PATH.7. WALL/PENDANT HEIGHTS SHOWN ON PLANS ARE FROM BOTTOM OF FIXTURE.NOTES: 1. REQUIRED FOR METALLIC AND NON-METALLIC ELECTRICAL BOXES EXCEEDING 16 SQ. INCHES IN AREA OR MULTIPLE BOXES SERVING SAME SPACE.2. REQUIRED FOR BACK TO BACK BOXES IN THE SAME STUD CAVITY. 3. REQUIRED FOR BOXES EXCEEDING 100 SQ INCHES TOTAL IN 100 SQ FEET OF WALL AREA. 4. THE USE OF PUTTY PADS ADHERENCE IS AT THE DISCRETION OF THE LOCAL AUTHORITY HAVING JURISDICTION. 5. REFER TO UL LISTING OF WALL FOR ADDITIONAL RESTRICTIONS OR INFORMATION.WALL OUTLET DETAILCONDUIT OR CABLE1 LAYER OF 5/8" GYPSUM WALLBOARD FOR 1 HOUR "F" RATING OR 2 LAYERS OF 5/8" GYPSUM WALLBOARD FOR 2 HOUR "F" RATING1/8" THICK FIRE RATEDPUTTY PADSMIN. 3 5/8" STEEL STUD OR 2" X 4" WOOD STUDUL LISTED METALLIC OR NON METALLIC OUTLET BOXNOT TO SCALEWITH PERMANENT MEANS(MINIMUM 1" LETTERING),INDICATE PANEL SOURCE,CIRCUIT NUMBER(S), FIREALARM LOOP ID, ETC. TOIDENTIFY WHAT ISCONTAINED WITHIN THEJUNCTION BOX. LABELINGSHALL BE CLEARLY VISIBLEAGAINST THE PAINTEDBACKGROUND.PAINT ENTIRE JUNCTION BOXCOVER TO IDENTIFY VOLTAGE(480/277V. 208/120V, ETC.) AND/OR SYSTEM (FIRE ALARM,NORMAL/EMERGENCY, SECURITY,VOICE/DATA, BAS/BMS, ETC.).COLOR SHALL BE AS INDICATED IN THE SPECIFICATIONS OR PEROWNER/BUILDING STANDARDS OR REQUIREMENTS.NOTES:1. ALL JUNCTION BOXES SHALL BE ACCESSIBLE.2. THE LABELING/IDENTIFICATION INDICATED ABOVE IS INTENDED FOR ALL JUNCTION BOXES EXCEPT AS INDICATED IN NOTE 3.3. LABELING/IDENTIFICATION FOR JUNCTION BOXES WHICH ARE VISIBLE IN FINISHED SPACES SHALL BE SIMILAR TO ABOVE EXCEPT THE LABELING/IDENTIFICATION SHALL BE LOCATED ON THE INSIDECOVER OF THE JUNCTION BOX."PANEL ID""CIRCUIT(S)"NO SCALEJUNCTION BOX LABELING/IDENTIFICATIONPROVIDE MATCHINGLABEL INSIDE THEDEVICE BOX WHERENOT BLOCKED BYDEVICE OR WIRING.PROVIDE SELF-ADHESIVE BACKEDMACHINE LABEL INDICATING BRANCHCIRCUIT PANEL AND CIRCUIT ID. LABEL BACKGROUND SHALL BE CLEAR WITH BLACK TEXT, MINIMUM 1/4" HIGH.NO SCALESWITCH PLATE AND BOX LABELINGPNL "X"-"CKT"PROVIDE MATCHINGLABEL INSIDE THEDEVICE BOX WHERENOT BLOCKED BYDEVICE OR WIRING.PROVIDE SELF-ADHESIVE BACKEDMACHINE LABEL INDICATING BRANCHCIRCUIT PANEL AND CIRCUIT ID. LABEL BACKGROUND SHALL BE CLEAR WITH BLACK TEXT, MINIMUM 1/4" HIGH.NO SCALERECEPTACLE PLATE AND BOX LABELINGPNL "X"-"CKT"64591017832North Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E6.01ELECTRICALDETAILS10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 9Sheet No. 6No. Description Date74 LOAD REDHOTGROUNDBLKNEUTRALLOADGROUNDHOTNEUTRALGROUNDBLKNEUTRALHOTBLKAUTOMATIC WALL SWITCH AND TS SERIESTWO LOADS. USE PROPER ADAPTER PLATE.DIGITAL TIME SWITCH WHEN MASTERINGFOR USE WITH WI, WS AND WA SERIESTS SERIES DIGITAL TIME SWITCH.SERIES AUTOMATIC WALL SWITCH ANDFOR USE WITH WI, WS AND WA3-WAY APPLICATIONLOAD REDLOAD REDGROUNDSERIES DIGITAL TIME SWITCH.SERIES AUTOMATIC WALL SWITCH AND TSFOR USE WITH WI, WS AND WAMANUAL BI-LEVEL SWITCHSINGLE SWITCHLOADREDLOADLOADLOAD120V/277V GROUND(SEE INSTALLATIONINSTRUCTIONS)*WHEN THESE SWITCHES ARE WIRED IN A THREE-WAY WIRINGCONFIGURATION THEY WILL ONLY OPERATE AS THREE-WAY SWITCHESIF THEY ARE LEFT IN AUTOMATIC MODE. IF ONE SWITCH IS TURNEDOFF, THE LIGHTS WILL NOT COME AUTOMATICALLY ON UNTIL THATSWITCH IS TURN BACK TO THE AUTOMATIC POSITION.120V/277V GROUND(SEE INSTALLATIONINSTRUCTIONS)AUTOMATICWALL SWITCHAUTOMATICWALL SWITCHAUTOMATICWALL SWITCHAUTOMATICWALL SWITCHNOT TO SCALESINGLE POLE OCC. SENSOR SWITCHPOWER PACK INSTALLED IN J-BOXLINE VOLTAGE WIRINGLOW VOLTAGE WIRINGSIDE BY SIDE JUNCTION BOXESJUNCTION BOXESSTACKED JUNCTION BOXESPOWER PACKLOW VOLTAGE WIRINGCOVER PLATEJUNCTION BOXEXTENSION BOXLINE VOLTAGE WIRINGDO NOT MOUNT POWER PACKS CLOSER THAN 6-12 INCHES FROM SENSOR. PROVIDEDOUBLE STACKED JUNCTION BOX FOR MAXIMUM VENTILATION OF POWER PACK.PROVIDE BLANK COVER. WHERE PERMITTED BY CODE AND AHJ, LEAVE (2) OPENINGS INCONDUIT KNOCKOUT FOR VENTING OF POWER PACK. VERIFY WITH AHJ PRIOR TOKNOCKOUT REMOVAL.NOTE:NOT TO SCALEPOWER PACK INSTALLATIONYLWBLKBRNHOTNEUTRALWHTREDREDEMS/TIME CLOCKOCCUPANCY OVERRIDEYLWBLKBRNWHTREDREDSWITCHLOCALOFFCONTROL OUTPUTBZ-100POWERPACK*BLUREDANY3-WIRE24VDCSENSORCOMMON+24VDCLOADPOWERPACKREDBLUCONTROL OUTPUTCOMMON+24VDCNOTE: CONNECT ONLY THE SUPPLY FOR THE VOLTAGE BEING USED.CAP UNUSED POWER SUPPLY WIRE.HOTNEUTRAL*BLK/BRNBLK/BRNHOLD-ON FEATUREHOLD-OFFFEATUREANY3-WIRE24VDCSENSOREMS/TIME CLOCKOCCUPANCY OVERRIDESWITCHLOCALOFFLOADNOT TO SCALEPOWER PACK WIRING DIAGRAMNOTES:1. COLOR CODING AND WIRING MAY VARY PER MANUFACTURER. 2. IF SEQUENCE OF OPERATION PROVIDED, SEE SEQUENCE FOR SETTING REQUIREMENTS. OTHERWISE SET TIME AFTER NO OCCUPANCY DETECTED FOR 15 MINUTES. 3. OCCUPANCY AND/OR VACANCY SENSORS APPLY. 4. BOTH SENSORS MUST TIME OUT FOR LIGHTS TO TURN OFF. 5. SWITCHING IS LINE VOLTAGE. 6. WHEN REQUIRED CONNECT NEUTRAL TO WHITE LEAD (NEUTRAL OF SWITCH).NOT TO SCALEDUAL RELAY WALL SWITCH SENSORSSSVS2OC2H1NLOADLOADH2 NSYMBOLS:DUAL CIRCUIT WIRINGBI-LEVEL WIRINGNEUTRALLINE 2 BLUNEUTRALLINE 1 BLKBLUHOTNEUTRALBLKBRNREDBRNLOADREDPARALLEL SWITCH WIRINGWHITELOADBLACKBLACKBLUEBLUEGREENBLACKBLACKBLUEBLUEGREEN*HOTNEUTRALBLKWHTBLKREDBLUREDREDPOWERPACKRELAY COMMONNORMALLY OPENNORMALLY CLOSECONTROL OUTPUTMOMENTARY SWITCH+24VDCCOMMONISOLATED RELAYN.C.LGT. LEVELCTRL OUT.MAN. SW+24VCOMMONTYPICAL FOR EACH LOADL O A DL O A DLOCALOFFSWITCHLOCALOFFSWITCHNOT TO SCALEDT-200-300N.O RLY COM. LIGHT LEVEL OUTPUT OCCUPANCY SENSORS USING EIGHT TERMINALS WITH MANUAL-ON~~~~OCNOTES:CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSORSINGLE POLE WALL MOUNTED TOGGLESWITCH OR COMBINATIONSWITCH/TIMER AS INDICATED ON PLANS.1. OCCUPANCY SENSORS SHALL BE SET TO TIME OUT AFTER 15 MINUTES AND THE TRIM POTENTIOMETER IS SET TO 90% FOR SENSITIVITY.2. OCCUPANCY SENSORS SHALL BE PLACED AS TO NOT FUNCTION UPON SOMEONE JUST PASSING BY THE ROOM DOOR BUT BY ACTUALLY ENTERING THE ROOM IN AS MUCH AS POSSIBLE.EXHAUST FAN(WHEN APPLICABLE)CIRCUIT ASINDICATEDEMERGENCY EGRESS (WHEN APPLICABLE)OCTYPICALLINE VOLTAGE TYPE CEILING MOUNTED DUAL TECHNOLOGYOCCUPANCY SENSOR CONTROLLING OUTBOARD LAMPS. SEEILLUSTRATION ABOVE FOR POWER PACK TYPE INSTALLS.SINGLE POLE SWITCHCIRCUIT ASINDICATEDEMERGENCY EGRESS (WHEN APPLICABLE)LIGHTINGFIXTURETYPICALLIGHTINGFIXTUREOUTBOARD LAMPSINBOARD LAMPSOCPPPOWER PACK FOR OCCUPANCY SENSOR.PROVIDE LOW VOLTAGE WIRING ASREQUIRED PER MANUFACTURER TOSENSORS.NOT TO SCALETYPICAL CEILING MOUNTED OCCUPANCY SENSOR WIRING DIAGRAMSCEILING TILE OR GYP BOARD PER RCP6' MAX LENGTH FLEXIBLECONDUIT CONNECTIONCODE ACCESSIBLE JUNCTION BOX SIZEDPER NEC. MAXIMUM 4 FIXTURES PER J-BOX.LIGHT FIXTUREPROVIDE APPROVED MECHANICALFASTENERS AT ALL 4 CORNERS OFLIGHT FIXTURE TO SECURE FIXTURETO CEILING GRID SYSTEM PER NEC.CONDUIT AND BOX SHALL BE SUPPORTED FROMSTRUCTURE WITH NEC APPROVED HANGERS ANDFITTINGS. CONDUIT SHALL NOT BE SUPPORTED BYSUSPENDED CEILING SYSTEM OR LIGHT FIXTURE HANGERS.JOIST WHERE APPLICABLEAS REQ'D#12 ZINC COATED HANGER WIRE, ATTACH TO FIXTURE AT ALL 4 CORNERS OF EACH FIXTURE TOSTRUCTURE.ROOF DECK OR FLOOR ABOVENOTES:1. WHERE ROOF DECKING IS THE IS THE ALLOWABLE SUPPORT STRUCTURE, ANDPATHWAY SYSTEM IS NOT IMC OR RMC, THE MINIMUM DISTANCE FROM ROOFDECKING SHALL BE 1.5" FOR ALL BOXES AND CONDUIT.NOT TO SCALETYPICAL LAY-IN FIXTURE DIAGRAMFIRE ALARM MATRIXMANUAL FIRE ALARM PULL BOXESDUCT SMOKE DETECTORSPRINKLER WATER FLOWSPRINKLER TAMPERACTIVATE COMMON ALARM SIGNAL INDICATORACTIVATE AUDIBLE ALARM SIGNALACTIVATE COMMON SUPERVISORY SIGNAL INDICATORACTIVATE AUDIBLE SUPERVISORY INDICATORACTIVATE COMMON TROUBLE SIGNAL INDICATORACTIVATE AUDIBLE TROUBLE SIGNALACTUATE ZONE OR DEVICE ALARM ADDRESS INDICATORACTUATE GENERAL EVACUATION SIGNALDISPLAY CHANGE OF STATUSACTUATE ADA ROOM STROBEACTUATE UNIQUE SIGNAL IN CO DETECTORACTUATE SINGLE SUITE SOUNDER BASESX X X X X XFIRE ALARM SYSTEM MATRIXBUILDING SYSTEM OUTPUTSAREA HEAT DETECTORTRANSMIT TROUBLE SIGNAL TO CENTRAL STATIONACTUATE ALL SOUNDER BASES IN BUILDINGTRANSMIT FIRE ALARM SIGNAL TO CENTRAL STATIONTRANSMIT SUPERVISORY SIGNAL TO CENTRAL STATIONOPEN CIRCUITFIRE ALARM A.C. POWER FAILURENOTIFICATION DEVICE SHORT CIRCUITGROUND FAULTSHUT DOWN RESPECTIVE HVACCLOSE ALL FIRE/SMOKE DAMPERSUNLOCK EXITS AND CONTROL DOORSRELEASE MAGNETICALLY HELD DOORSACTUATE STAIRWALL PRESSURIZATIONFIRE ALARM SYSTEM LOW BATTERYSPRINKLER DRY SYSTEM PRESSURESPRINKLER CONTROL LOW/ HIGH PRESSUREBDA SYSTEMX XXXX XX XXXXXXXXXXXXXXXXXXXXX XXNOT TO SCALESHOW CHANGE OF STATUS ON ANNUNCIATORSHOW CHANGE OF STATUS ON CENTRAL PANELACTIVATE EXTERNAL HORNS/STROBESXBUILDING SMOKE DETECTORX X X X X XXXXXXXXXXX XX XX X XXXXXXX XXXXXXXXXXXX X X XXXXXXXXXXXX XFIRE ALARM NOTESNOT TO SCALEFIRE ALARM RISER DIAGRAMPIVFACP(120VAC)LOOP1LOOPF1. FACP SHALL HAVE A MINIMUM 24HR. BATTERY BACKUP. 2. FACP SHALL BE FULLY ANALOG ADDRESSABLE. 3. FACP SHALL BE CONNECTED TO A UL APPROVED CENTRAL STATION. 4. ZONE PER NFPA 72, 2013 AND MANUFACTURER'S RECOMMENDATIONS WITH NO ONE ZONE EXCEEDING 15,000 S.F. PER FLOOR. 5. COORDINATE QUANTITY AND LOCATIONS OF DEVICES WITH CONTRACT DRAWINGS. 6. LOCATE SMOKE DETECTOR WITHIN 5' OF THE MAGNETIC HOLD OPEN DOORS. (TYPICAL) 7. LOCATE FIRE ALARM PULL STATION WITHIN 5' OF THE EXIT DOOR. 8. LOCATE SMOKE/HEAT DETECTOR WITHIN 5' OF THE FA EQUIPMENT (FACP, FATC, NAC). 9. LOCATION OF CEILING MOUNTED SMOKE/HEAT DETECTOR SHALL BE FIELD COORDINATED PRIOR TO ROUGH IN. THE DETECTOR SHALL BE A MINIMUM OF 2' AWAY FROM LIGHT FIXTURE AND A MINIMUM OF 3' AWAY FROM AIR DISTRIBUTION DEVICES. 10. AUTOMATIC DOOR CLOSING SHALL BE ACCOMPLISHED BY THE ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM. SMOKE DETECTOR ACTIVATION SHALL ALERT THE BUILDING FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM SHALL CAUSE ALL HOLD OPEN DOORS TO CLOSE UPON ALARM ACTIVATION IN THE BUILDING. 11. ACTIVATION OF AN ALARM ZONE SHALL CAUSE ALL AIR HANDLING EQUIPMENT TO SHUT DOWN (ALL DAMPERS, AIR HANDLERS AND EXHAUST FANS MUST STOP). 12. ACTIVATION OF KITCHEN HOOD SUPPRESSION SYSTEM PROVIDES SIGNAL TO FACP WHICH IN TURN ACTIVATES ALL ANNUNCIATING ZONES & SHUTS DOWN HOOD SUPPLY AIR. HOOD EXHAUST SHALL CONTINUE TO OPERATE. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF ALL FLOW, PRESSURE, & TAMPER SWITCHES WITH FIRE PROTECTION CONTRACTOR PRIOR TO INSTALLATION. 14. ALL VISUAL DEVICES WITHIN THE SAME AREA SHALL BE SYNCHRONIZED. 15. ALL FIRE ALARM WIRING SHALL BE IN RED COLORED CONDUIT./FIRE ALARM CABLING SHALL BE PLENUM RATED. 16. PROVIDE MULTI-TEMPORAL SOUNDING CAPABILITY AT ALL AUDIO DEVICES FOR EMERGENCY NOTIFICATION FOR NON VOICE SYSTEMS COMPONENTS. 17. THE FIRE ALARM SYSTEM MANUFACTURER SHALL PROVIDE NOTIFICATION APPLIANCE CIRCUIT (NAC) POWER EXTENDERS AS REQUIRED. 18. THE DUCT SMOKE DETECTORS SHALL COMPLY WITH IFC 907.2.12.1.2 AND 907.3.1.WP(120VAC)ROOM: SEEPLANSHOTBOX CONN.FIRE PROTECTION SYSTEMPOST INDICATOR VALVE(SEE CIVIL PLANS)REMOTEANNUNCIATORPANELSPRINKLERSYSTEM INTERLOCKAHUSHUTDOWNRELAYMAGNETICDOOR HOLDERINTERLOCK(SEE NOTE 25)~~19. PROVIDE DITEK #DTK-DF120S1 SERIES OR EQUAL TVSS FOR 120V SUPPLY TO FIRE ALARM CONTROL PANELS, WITH TVSS DRY CONTACT TO BE MONITORED BY FACP. PROVIDE DITEK DTK-2MHLP24F-WB OR EQUAL FOR ALL FIRE ALARM CABLES THAT EXIT THE PHYSICAL BUILDING. TAMPER SWITCHES DTK-2MHLP24B-WB, AND EACH UB/EXTENDER FIRE ALARM PANEL. NAC, PIV, IDC SURGE: DTK-2MHLP24B-WB OR EQUAL. DIALER SURGE: DTK -2MHTPWB FIBER MEDIA CONVERTER PROTECTOR DTK-PVPIP OR EQUAL.20. THE CIRCUIT FEEDING THE FIRE ALARM PANEL IS DEDICATED FOR THE FIRE ALARM ONLY. BREAKER SHALL BE PROVIDED WITH A LABEL "FIRE ALARM CIRCUIT" AND SHALL BE RED. PROVIDE BREAKER LOCK ON DEVICE.21. PROVIDE REMOTE LIGHT WITH TEST SWITCH FOR DUCT SMOKE DETECTOR ON CEILING WHERE UNIT IS ABOVE CEILING. 22. CONTRACTOR SHALL INCLUDE IN BID LABOR AND MATERIAL FOR UP TO (2) DUCT DETECTORS. (5) ANNUNCIATION DEVICES, (2) SMOKE DETECTORS AND (2) PULL STATIONS 100' FROM LOCAL PANEL (IN WALL) AS REQUIRED BY LOCAL AHJ/ENGINEER. INCLUDE ALL PROGRAMMING COSTS.23. CONTRACTOR RESPONSIBLE FOR SHOP DRAWINGS AS REQUIRED BY LOCAL AHJ. 24. DUCT DETECTORS SHALL BE VERIFIED WITH THE MECHANICAL DRAWINGS FOR QUANTITY AND LOCATION. TOTAL QUANTITY MINIMUM SHALL BE BASED ON BOTH MECHANICAL SCHEDULES AND MECHANICAL PLAN LOCATIONS AND ELECTRICAL PLANS. WHEN DEVICE QUANTITIES (ELECTRICAL VS. MECHANICAL) ARE IN CONFLICT, PROVIDE THE GREATER QUANTITY OF DETECTORS.25. DIGITAL ALARM COMMUNICATOR TRANSMITTER SHALL BE ACCEPTABLE TO THE REMOTE CENTRAL STATION AND SHALL COMPLY WITH UL 632. CELLULAR LINE – SINGLE MAIN SOURCE. PROVIDE NAPCO STARLINK (SLD-CMDA-FIRE) FIRE ALARM COMMUNICATOR AND SLE-ANTEXT50 EXTERNAL ANTENNA TO OR EQUAL AND COORDINATED WITH THE CELLULAR DIAL OUT SERVICE. CELLULAR DIAL OUT SHALL BE BACKED UP AS PART OF BATTERY BACKUP AS WELL AS GENERATOR BACKED UP WHERE AVAILABLE. FUNCTIONAL PERFORMANCE: UNIT SHALL RECEIVE AN ALARM, SUPERVISORY, OR TROUBLE SIGNAL FROM FIRE-ALARM CONTROL UNIT AND AUTOMATICALLY CAPTURE A PRESET NUMBER FOR A REMOTE CENTRAL STATION. WHEN CONTACT IS MADE WITH CENTRAL STATION(S), SIGNALS SHALL BE TRANSMITTED. IF SERVICE ON THE CELLULAR LINE IS INTERRUPTED FOR LONGER THAN 45 SECONDS, TRANSMITTER SHALL INITIATE A LOCAL TROUBLE SIGNAL. TRANSMITTER SHALL AUTOMATICALLY REPORT CELLULAR SERVICE RESTORATION TO THE CENTRAL STATION. IF SERVICE IS LOST, TRANSMITTER SHALL INITIATE THE LOCAL TROUBLE SIGNAL.LOOP3LOOP5LOOP7LOOP9LOOP4LOOP6LOOP8LOOP102VS WFDHVS VSSIMPLEX RECEPTACLEWITH WEATHER PROOF COVER#12 ZINC COATED HANGERWIRE, ATTACH TO FIXTUREAT 2 SIDES OF EACHFIXTURE TO STRUCTURE.6' MAX LENGTH FLEXIBLECONDUIT CONNECTIONCHANNEL TO SUPPORTFIXTURE FROM CEILINGSUPPORTING MEMBERSROOF DECK OR FLOOR ABOVECEILING TILE OR GYP BOARD PER RCPCONDUIT SHALL BE SUPPORTED FROMSTRUCTURE WITH NEC APPROVEDHANGERS AND FITTINGS. CONDUIT SHALLNOT BE SUPPORTED BY SUSPENDEDCEILING SYSTEM OR LIGHT FIXTUREHANGERS.JUNCTION BOXSIZED PER NECRECESSED LIGHTFIXTUREFIXTURE HOUSINGNOTES:1. WHERE ROOF DECKING IS THE IS THE ALLOWABLE SUPPORT STRUCTURE, ANDPATHWAY SYSTEM IS NOT IMC OR RMC, THE MINIMUM DISTANCE FROM ROOFDECKING SHALL BE 1.5" FOR ALL BOXES AND CONDUIT.NOT TO SCALETYPICAL RECESSED DOWN LIGHT FIXTURE INSTALLATIONDIAGRAMNOTE: EMERGENCY FIXTURES SHALL HAVE "AVAILABLE" POWER AT ALL TIMES.120 VOLTCONTROLCIRCUITNTORK DZS200 TWO CHANNEL LIGHTINGCONTROLLER. MOUNT IN ELECTRICAL ROOMADJACENT TO PANEL IN A NEMA 3 ENCLOSURE.CONTACTORCOILVOLTAGEPOLESCIRCUITS SWITCHEDLC-1 120ZONE DESCRIPTIONSPARESTYPICAL CONTACTORCOILTO NORMAL LIGHTSSWITCH ETC.SENSOR, LOCALNEMA 1 ENCLOSUREMANUAL OVERRIDE SWITCHADJACENT CONTROLLER4MDP-16EXTERIOR LIGHTING HNOT TO SCALELIGHTING CONTACTOR DETAIL W-TIMER364571North Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E6.02ELECTRICALDETAILS10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 9Sheet No. 81128910No. Description Date75 FIRST FLOORROOFMDP208/120 V3 PH, 4W400A3-POLENEMA 1MLOSPDM400 ASSERVICE CONDUCTORS BY E.CMETER PER LOCAL UTILITY REQUIREMENTSSERVICE POINT, THE POINT OF CONNECTION BETWEEN THE FACILITIES OF THE SERVING UTILITY AND THE PREMISES WIRING.400 ASDS/240V/3P/3R/400/F400/ULSE400 ASSEE DETAILMECHANICAL/PLUMBING EQUIPMENT CONNECTION SCHEDULEID KILLOWATTSCOMPONENTINFORMATIONCIRCUITINFORMATION MOTOREQUIPMENTINFORMATION EQUIPMENT INFORMATIONPANEL/CIRCUITCIRCUITINFORMATION CIRCUIT INFORMATIONDISCONNECTELECTRIC HEATEQUIP. WATTS POWER FLA MCA MOCP VOLT PHLOADCLASSIFICATION WIRE & CONDUIT SIZEHEATINGELEMENTPOWERFIRST FLOORFAN EF-1 0.00 kVA 0.07 hp 0.0 A 0.0 A 0.0 A 120 V 1 VENTILATION 2#12,1#12G,3/4"C F.W.EHP-1 0.0 kW 0.00 hp 0.0 A 16.8 A 20.0 A 208 V 1 MDP-13,15 COOLING 2#12,1#12G,3/4"C 208V/2P/3R/30/FPNIDU-1 0.0 kW 5.51 kVA 0.00 hp 25.0 A 26.5 A 30.0 A 208 V 1 MDP-17,19 COOLING 2#10,1#10G,3/4"C 208V/2P/30/FPNA/C-1 0.0 kW 0.0 kW 0.00 kVA 0.00 hp 0.0 A 1.0 A 0.0 A 208 V 1 COOLING 2#10,1#10G,3/4"C MOTOR RATED SWITCHODU-1 0.0 kW 0.0 kW 4.49 kVA 0.0 A 21.6 A 25.0 A 208 V 1 MDP-18,20 COOLING 2#10,1#10G,3/4"C 208V/2P/3R/30/FPNROOFLIGHTING FIXTURE SCHEDULETYPE DESCRIPTIONMINIMUMLUMENS CCTTOTALFIXUREWATTAGE DRIVER VOLTAGE MANUFACTURER MODEL REMARKSA 2X4 LED LAY-IN TROFFER 4,500 4000K 37 W INTEGRAL LED DRIVER(STANDARD 0-10VDIMMING)100-10% DIMMINGUNIV METALUX 24CZ2-45-UNV-L840-CD1-UUL LISTED DAMP LOCATIONSDLC LISTEDAE 2X4 LED LAY-IN TROFFER 4,500 4000K 37 W INTEGRAL LED DRIVER(STANDARD 0-10VDIMMING)100-10% DIMMINGUNIV METALUX SAME AS "A" WITHBATTERY BACKUPUL LISTED DAMP LOCATIONSDLC LISTEDD 6" RECESSED LED DOWNLIGHT 1,500 3000K 16 W INTEGRAL LED DRIVER(STANDARD 0-10VDIMMING)UNIV PORTFOLIO LD6C-15-90-30-1-W-EM7UL CERTIFIEDWET LOCATIONE THERMOPLASTIC EXIT SIGN - WALLMOUNT0 0 1 W INTEGRAL LED DRIVER UNIV SURE-LITES SLX NON-BATTERY; SEE PLANS FOR FACESTYLE AND CHEVRONLOCATIONSUL LISTED FOR DAMP LOCATIONSOWL1 EXTERIOR WALL MOUNT 1,200 3000K 70 W INTEGRAL LED DRIVERS(2)UNIV McGRAW-EDISON IST-SA1-F-830-U-T3-BKCOLOR CHOSEN BY ARCHITECTLS 101 EMERGENCY COMPLIANTTYPE III DISTRIBUTIONSWET LOCATIONS 4 FT. LED STRIP 2,500 4000K 14 W INTEGRAL LED DRIVER(STANDARD 0-10VDIMMING)UNIV METALUX 4-SNX-22SL-UNV-L840PROVIDE CHAIN FOR PENDANTMOUNTINGPROVIDE WIRE GUARDLENSEDDLC LISTEDSE 4 FT. LED STRIP 2,500 4000K 14 W INTEGRAL LED DRIVER(STANDARD 0-10VDIMMING)UNIV METALUX SAME AS "S" WITHBATTERY BACKUPPROVIDE CHAIN FOR PENDANTMOUNTINGPROVIDE WIRE GUARDLENSEDDLC LISTEDSWE 4 FT. WALL MOUNTED LED STRIP 2,500 4000K 24 W INTEGRAL LED DRIVER(STANDARD 0-10VDIMMING)UNIV METALUX 4BCLED-LD4-24HL-UNV-EL7W-L840-1FIXTURE MUST BE SURFACE WALLPROVIDE WIRE GUARDLENSEDDLC LISTEDNOTE: IF MINIMUM LUMENS IS EQUAL TO "0", THE CELL WILL BE FILLED IN SOLID BLACK SHADING.FEEDER SCHEDULE FOR COPPER (<100A) & ALUMINUM...FEEDERAMPSWIRE SIZE TEMP 60°C (CU) WIRE SIZE TEMP 75°C (CU) WIRE SIZE TEMP 75°C (AL)(2)-4#3/0, 2-1/2"C (2) 4-250 KCMIL, 3"CNOTES:1.) FOR TERMINATIONS RATED 100A OR LESS, THE ELECTRICAL CONTRACTOR SHALL VERIFY THE TERMINATIONS ARE LISTED FOR 75°C.WHERE 100A OR LESS RATED TERMINATIONS ARE LISTED 60°C, THE ELECTRICAL CONTRACTOR SHALL USE THE 60°C FEEDER LISTED IN THETABLE.2.) WHERE ALUMINUM CONDUCTORS ARE ALLOWED BY THE ENGINEER, THE CONTRACTOR SHALL MAKE EVERY PROVISION TO INSTALLALUMINUM CONDUCTORS CORRECTLY, INCLUDING TERMINATIONS IN PANELBOARDS, DISCONNECTS, ETC. ALL TERMINALS SHALL BELISTED SUITABLE FOR ALUMINUM. APPLY OXIDE INHIBITING PASTE TO ALUMINUM CONDUCTORS AT TERMINATIONS.1/8" = 1'-0"1ELECTRICAL RISER DIAGRAMNorth Carolina License Number C-09141927 South Tryon St.,Suite 300, Charlotte NC 28203Phone: 704.338.1292 -www.optimaengineering.comDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:THIS DRAWING IS AN INSTRUMENT OF SERVICE. THE DRAWING AND THE INFORMATION THEREON IS THE PROPERTY OF OPTIMA ENGINEERING, P.A.ANY REPRODUCTION, ALTERATION, OR USE FOR OTHER THAN THE INTENDED PROJECT, WITHOUT THE WRITTEN CONSENT OF OPTIMA ENGINEERING, P.A.IS EXPRESSLY FORBIDDEN. COPYRIGHT © OPTIMA ENGINEERING P.A. 2025, ALL RIGHTS RESERVED.OPTIMA# 25-008110-21-2025E7.01ELECTRICALDIAGRAMS10/21/20252024-043Crooked Creek WRF BuildingCONSTRUCTIONDOCUMENTSof 9Sheet No. 9NOTES:1. ALL ITEMS SHOWN ON RISER DIAGRAM ARE NEW.TOTAL AMP. (DEMAND): 74 ATOTAL AMP. (DEMAND) x 125%92.8 ATOTAL AMP.... 74 ATOTAL KVA (DEMAND): 26.76 kVA 91.8 A 54.4 A 82.4 AF - FEEDER FOR DOWN STREAM PANEL. LOADS ARE INCLUDED IN THE PANEL LOAD SUMMARY.TOTAL KVA... 26.53 kVA TOTAL PER PHASE: (CONNECTED)LOAD CLASSIFICATION ABBREVIATIONS (CONT.)EV EV CHARGING 0.00 kVA 0.00% 0.00 kVALD LAUNDRY 0.00 kVA 0.00% 0.00 kVAE ELEVATOR 0.00 kVA 0.00% 0.00 kVAS Spare 0.00 kVA 0.00% 0.00 kVAMS MISC. 0.10 kVA 100.00% 0.10 kVAWH WATER HEATER 1.50 kVA 100.00% 1.50 kVAR RECEPTACLES 9.76 kVA 100.00% 9.76 kVAK KITCHEN 0.00 kVA 0.00% 0.00 kVAM MOTORS 1.20 kVA 100.00% 1.20 kVAV VENTILATION 0.00 kVA 0.00% 0.00 kVAC COOLING 13.07 kVA 100.00% 13.07 kVAH HEATING 0.00 kVA 0.00% 0.00 kVALE LIGHTING - EXTERIOR 0.00 kVA 0.00% 0.00 kVAL LIGHTS 0.91 kVA 125.00% 1.13 kVA1. BREAKER FRAME SHALL BE AS REQ'D PER PANEL AIC RATING.2. SHALL BE FULLY RATED - SERIES RATINGS NOT ALLOWED.3. ALL BUSSING, INCL GND AND NEUTRAL, SHALL BE COPPER.4. ALL INCOMING PANEL & BRKR LUGS SHALL MATCH FEEDERS.5. PROVIDE HINGED DOOR-IN-DOOR WITH OUTER DOOR LOCK.6. PROVIDE METAL DIRECTORY FRAME.7. PROVIDE GFI BREAKER.8. PROVIDE BREAKER LOCK-ON DEVICE.BREAKER SHALL BE RED.LOAD Connected Load Demand Factor Estimated Demand NOTES:SPACE ONLY - -- 41 1-- 0.0342SPACE ONLY - -- 39 1-- 0.0340SPACE ONLY - -- 37 1-- 0.0333830 A 10 SPDMISC.SPACE ONLY - -- 35 1-- --1 36 -- - SPACE ONLYSPACE ONLY - -- 33 1-- --1 34 -- - SPACE ONLYSp... SPARE - 20 A 31 10.00 --1 32 -- - SPACE ONLYSp... SPARE - 20 A 29 10.00 0.001 30 20 A - SPARE Sp...Sp... SPARE - 20 A 27 10.00 0.361 28 20 A 12 REC - ROOM 106 & 107 R...Sp... SPARE - 20 A 25 10.00 0.201 26 20 A 12 WH CIRCULATOR M...Sp... SPARE - 20 A 23 10.00 0.7524Sp... SPARE - 20 A 21 10.00 0.7522220 A 12 WH-1WAT...192.76 2.2520COO...IDU-1 10 30 A1722.76 2.2521825 A 10 ODU-1COO...151.53 0.331 16 20 A 12 LIGHTS - EXTERIOR LI...COO...HP-1 12 20 A1321.53 0.101 14 20 A 12 LIGHTS - STORAGE LI...M... ROLLING DOOR STORAGE 106 12 20 A 11 11.00 0.481 12 20 A 12 LIGHTS - OFFICE LI...R... REC - DATA 12 20 A 9 11.00 0.901 10 20 A 12 REC - STORAGE 106/MECH. 107 R...R... REC - DATA 12 20 A 7 11.00 0.361 8 20 A 12 REC - KITCHEN R...R... EWC - ENTRY 101 12 20 A 5 11.18 1.001 6 20 A 12 REFRIGERATOR - FLEX 105 R...R... REC - TOUCH DOWN 103 12 20 A 3 11.26 0.361 4 20 A 12 REC - FLEX 105 R...R... REC - OFFICE 102 12 20 A 1 11.08 1.261 2 20 A 12 REC - FUTURE OFFICES 108 R...LCAbbrLoad Served Wire TripCktNoPoleA B CPoleCktNoTrip Wire Load ServedLCAbbrMAIN:400 AWIRE:4AIC:22 KAICENCLOSURE:NEMA1PHASE:3TYPE:P1MOUNTING:SURFACEMAIN TYPE:MLOMFR:SIEMENSVOLTAGE:208Y/120 3ØPANEL: MDPFEDFROM:PLUMBING EQUIPMENT SCHEDULESSYM. DESCRIPTION SPECIFICATION DISCONNECT SIZE FEEDER SIZEWH1ELECTRIC WATER HEATER, COMMERCIAL TANK TYPE, WALL MOUNTED WITH HOLDRITE.ELEC: 208V, 1.5 KW, 1 PHASE 30/FPN-2P 2#10, 1#10G, 3/4"CNo. Description Date76 Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.SEALN O R T H CAROLINAPR O FESSIONALENGINEER13328 JEFFREY D OD EN 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.7925GENERAL NOTES:EXISTING CONDITION NOTES:1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THECONSTRUCTION LAYDOWN AREA, PERIMETER FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA PERIMETER FENCE ANDASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.2. ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM _SARDIS CHURCH ROAD_ UNLESS OTHERWISEAPPROVED IN WRITING FROM THE OWNER'S REPRESENTATIVE FOR AN ALTERNATE POINT OF ACCESS.3. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.4. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OFCURB UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TOTHE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.6. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.7. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.8. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN9. CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEPDRAWINGS AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION.10. WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACEOF THE EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTINGPAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY.11. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES THE WALKWAY SHALL BE A MINIMUM6.5' WIDE AS MEASURED FROM THE FACE OF CURB.12. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20 AND CROSS SLOPESCANNOT BE GREATER THAN 1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN ALLDIRECTIONS.13. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OFOCCUPANCY OR PROJECT APPROVAL14. THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE ASPHALT AND CONTRACTORCERTIFICATION MEMO TO NCDOT FOR ALL ROADWAY IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.UTILITY NOTES:1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATECONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERALGUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDSAND SPECIFICATIONS.2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY THE THRASHER GROUPOF NORTH CAROLINA , UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELDVERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALLNECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALLPROVIDE NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESSTHAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATIONOR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'SREPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE STARTEDWITHOUT ALL UTILITIES BEING LOCATED.4. ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATELOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLERECORD DRAWINGS WHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'SREPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BERESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVEAT THE CONTRACTOR'S EXPENSE.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS,CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.7. THE CONTRACTOR SHALL MAINTAIN “AS-BUILT” DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPINGPRIOR TO CONCEALMENT, VALVE AND MANHOLE CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES.DRAWINGS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTEDTHROUGHOUT THE PROJECT FOR RECORD KEEPING.8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THECONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'SREPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TOCOMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THECOORDINATION AND COSTS OF THE RELOCATION AND ASSOCIATED WORK.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTEMATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECTSITE ON A DAILY BASIS.11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODSASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.12. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIRE FIGHTING APPARATUS (85,000LBS) DURING ALL PHASES OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS BEGUN.GRADING AND STORM DRAINAGE NOTES:1. CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TOBEGINNING CONSTRUCTION OPERATIONS.2. THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT EXCEED 5.0% AND SHALLNOT EXCEED A 2.0% CROSS SLOPE. HANDICAP RAMPS INDICATED ON PLANS SHALL BE A MAXIMUM OF 1/12SLOPES WITH A MAXIMUM RISE OF 30” BETWEEN LANDINGS. NON-CURB CUT RAMPS SHALL HAVE HANDRAILSAND GUARDS PER DETAILS WITH 5' LANDINGS AT THE BOTTOM AND TOP OF RAMP.3. ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE SPECIFIED.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY CONSTRUCTED STORMDRAINAGE IMPROVEMENTS AND RECEIVING STORM DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT ANDDEBRIS. PRIOR TO OWNER ACCEPTANCE OF SYSTEM, THE CONTRACTOR SHALL COORDINATE AND PROVIDEA VISUAL OBSERVATION VIDEO OF ALL STORM DRAINAGE IMPROVEMENTS 12" AND LARGER. THE VISUALOBSERVATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. THECONTRACTOR SHALL PROVIDE TWO (2) DVD COPIES OF THE ENTIRE DRAINAGE VISUAL OBSERVATION.5. PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY THE CONTRACTOR SHALL PROVIDE THEOWNER WITH THE VIDEO INSPECTION OF THE STORM SEWER SYSTEM. (BOTH PUBLIC AND PRIVATE). THISSUBMITTAL MAY NEED TO BE REVIEWED AND ACCEPTED BY THE LOCAL JURISDICTION PRIOR TO THEISSUANCE OF THE BUILDING CO.6. REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF CONSTRUCTION7. INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF STRUCTURES, UTILITIES,SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERALMOVEMENT, UNDERMINING, AND WASHOUT.8. INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS AND PREVENT PONDING.9. TIE ROOF LEADERS WHERE POSSIBLE TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO FIELD VERIFYLOCATE AND INSTALL WHERE POSSIBLE OR AS SHOWN ON PLANS. WHERE ROOF LEADERS DAYLIGHT ATGRADE A SPLASH BLOCK APPROVED BY THE OWNER'S REPRESENTATIVE SHALL BE INSTALLED.10. MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL NOT EXCEED 2% IN ANYDIRECTION.11. PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY PROFILES SHALL BE USED INCASE OF DISCREPANCY.12. PLACE BACKFILL AND FILL MATERIALS IN LAYER NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIALCOMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FORMATERIAL COMPACTED BY HAND-OPERATED TAMPERS. PLACE BACKFILL AND FILL MATERIALS EVENLY ONALL SIDES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.COMPACT SOIL TO NOT LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698FOR EACH LAYER OF BACKFILL OR FILL MATERIAL UP TO TWO FEET OF FINISHED GRADE. COMPACT SOIL TONOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH LAYEROF BACKFILL OR FILL MATERIAL FOR THE FINAL TWO FEET.13. SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE NOT LESS THAN 1/20AWAY FOR MINIMUM DISTANCE OF 10 FEET. ALTERNATIVE METHOD SHALL BE PROVIDED TO DIVERT WATERAWAY FROM FOUNDATION VIA SWALES SLOPED AT A MINIMUM OF 2% OR IMPERVIOUS SURFACES SLOPEDAWAY A MINIMUM OF 2% AWAY FROM BUILDING.14. CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS, VALVES, ETC. ASREQUIRED TO MEET NEW FINISHED GRADES.15. CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STORMWATER FLOW TO KEEP WATER FROMPOOLING ALONG CURBS AND WALLS.16. TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE TOP OF THE CAP, UNLESS OTHERWISE NOTED.17. BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE.1. UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE-CAST CONCRETE STRUCTURES.2. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND UTILITIES (WATER,SEWER, STORM, ELECTRICAL, GAS, OR OTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THEUTILITY CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICESTO WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION POINT.3. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERSDURING CONSTRUCTION TO ENSURE SMOOTH TRANSITION BETWEEN DISCIPLINES.4. THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTERRUPTIONS WITH OWNER'SREPRESENTATIVE AT LEAST 72 HOURS PRIOR TO BEGINNING WORK.5. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC RIGHT OF WAY PRIOR TORECEIPT AND COMPLIANCE WITH ALL APPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC CONTROL DURING ALLWORK INSIDE THE PUBLIC RIGHTS OF WAY.6. THE CONTRACTOR SHALL NOT RE-USE ANY FIRE HYDRANT REMOVED AS PART OF THIS PROJECT. ANYFIRE HYDRANT SHOWN TO BE REMOVED OR RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANTMEETING THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.7. ALL EXISTING SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN INTHEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTIONAND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. DEPTHS OF EXISTINGUTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON STANDARD ASSUMPTIONS. THE CONTRACTOR SHALLFIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL SUB-SURFACECONDITIONS REFERENCED IN THESE PLANS PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIESOR CONFLICTS.8. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE, WHERE ELEVATIONSARE NOT GIVEN AT POINTS OF EXISTING UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINEDBY THE CONTRACTOR AND REPORTED TO THE ENGINEER, WHEN UNKNOWN LINES ARE EXPOSED, THEIRLOCATIONS AND ELEVATIONS SHALL ALSO BE REPORTED TO THE ENGINEER.9. UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OFPARKING AREA, DRIVES, CURB AND GUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THISPLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS (ASPHALT / CONCRETE) CONDUITSHALL BE INSTALLED FOR THE “FUTURE” UTILITY INSTALLATION.10. AS-BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM LOCAL JURISDICTION ORENGINEER THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONICFORMAT (CAD / PDF) PREPARED AND SEALED BY A PROFESSIONAL LAND SURVEYOR SHOWING ALLUTILITY INSTALLATION. HORIZONTAL AND VERTICAL INFORMATION SHALL BE PROVIDED FOR WATER,SEWER, STORM INCLUDING ALL STRUCTURES, VALVES, HYDRANTS, AND OTHER APPURTENANCES.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING OR PROPOSED SEWERS,UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT HORIZONTAL SEPARATION IN WHICHCASE;a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THEWATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; ORb. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATEDAT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOMOF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER.2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSSOVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THEWATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS ORBARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE WATER MAIN ANDSEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TOWATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSSUNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUSMATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ONEACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THEPOINT OF CROSSING.4. SEPARATION OF SANITARY SEWERS AND STORM SEWERS:a. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARYSEWER LINES OR BOTH THE SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OFFERROUS MATERIALS.1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARINGCASTINGS.2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA.3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE.MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISEDSIX INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATIONSHALL HAVE WATERTIGHT, BOLTED LIDS.4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:4" SEWER SERVICE - 2.00% SLOPE6" SEWER SERVICE - 1.00% SLOPE8" SEWER SERVICE - 0.50% SLOPE5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICALCHANGES IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET.6. SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITHGREATER THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW:4" SEWER SERVICE - SCH 806" SEWER SERVICE - SCH 808" SEWER SERVICE - SDR-357. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHERCONTAMINANTS ENTERING THE NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZED BOTHIMMEDIATELY UPSTREAM OF THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM INTHE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING AND APPURTENANCES SHALL BE PROTECTEDFROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW CONSTRUCTION CONNECTING TO OR IN THEVICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS AND PLUG PRIOR TO OCCUPANCY.8. ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.SEWER NOTES:1. AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OFANSI-AWWA C151 PRESSURE CLASS 350 OR SOFT COPPER TYPE K PIPE PER ASTM B88. IF PVCWATERLINE IS INDICATED ON THE PLANS IT SHALL MEET THE REQUIREMENTS OF AWWA C-900; CLASS 200.2. ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.3. TESTING NOTES:PRESSURE:LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE SPECIFIED IN AWWA C 600.MINIMUM TEST PRESSURE SHALL BE 150 PSI FOR DOMESTIC AND 200 PSI FOR FIRE PROTECTION.BACTERIOLOGICAL:TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE COLLECTED AT LEAST 24 HOURSAPART. IF CONTAMINATION IS INDICATED, THEN THE DISINFECTION PROCEDURE AND TESTINGSHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED.4. THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS NEEDS TO BE NEUTRALIZEDBEFORE DISCHARGE. CONTRACTORS SHALL NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROMMAINS PRIOR TO DISCHARGE OR TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE FOR PROPERDISPOSAL.5. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO MEET THE LOCALJURISDICTIONAL REQUIREMENTS.WATER NOTES:SITE NOTES:1. THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST COLD JOINT OR SAW CUT TOOBTAIN A CLEAN EDGE.2. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT (WHERE REQUIRED) TO OBTAIN A CLEAN EDGE.3. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BEPROTECTED FROM DAMAGE AND RAISED TO BE FLUSH WITH NEW GRADE.4. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATEUTILITY PROVIDER. CONTRACTOR IS RESPONSIBLE FOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION WITHTHE RESPECTIVE UTILITY AGENCIES.5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO BEGINNING DEMOLITION OPERATIONS.NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1-800-632-4949) AT LEAST 48 HOURS PRIOR TO START OFDEMOLITION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THATPROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."6. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL BE PERFORMED INACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.7. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALSDIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.8. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF-SITE UNLESS OTHERWISE NOTEDON THIS PLAN.9. REFER TO EROSION CONTROL DRAWINGS FOR ADDITIONAL REQUIREMENTS.10. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL JURISDICTIONAL CODES ORREQUIREMENTS.11. EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO BEGINNING DEMOLITION.12. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE-USED SHALL BE REMOVED BY THE CONTRACTOR AND PROVIDEDTO THE OWNER. COORDINATE STORAGE LOCATION WITH OWNER'S REPRESENTATIVE.13. WHERE UTILITIES ("TO BE REMOVED") IMPACT THE FOOTPRINT OF THE NEW BUILDING, THE CONTRACTOR SHALLEXECUTE AND REMOVE AN ADDITIONAL 2 FEET OF SOILS TO EITHER SIDE OF THE PIPE, AND 1 FOOT BELOW. CLEANSUITABLE SOIL SHALL BE UTILIZED FOR BACKFILL AND COMPACTED IN ACCORDANCE WITH THE CONTRACTDOCUMENTS.14. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE PIPING SHALL BE PERFORMED IN SUCH AMANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE SYSTEM.PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE PATTERNS DURING CONSTRUCTION.15. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER, SEWER, ETC) SHALL BE PERFORMED INSUCH A MANNER THAT THE OLD PIPE AND STRUCTURES REMOVED DO NOT IMPACT OR MINIMIZE SERVICEINTERRUPTION TO EXISTING FACILITIES TO REMAIN. PROVISIONS SHALL BE MADE TO MAINTAIN SERVICE DURINGCONSTRUCTION.16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES TO THE EXISTING DRIVEWAY, PARKINGLOT, SIDEWALK AND CURB AND GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. CONTRACTORSHALL MAINTAIN A PRE-CONSTRUCTION VIDEO OR PHOTO DOCUMENTATION TO SHOW NO DAMAGES OCCURRED.17. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT SCHEDULED TO BE DEMOLISHED AND AREDAMAGED BY THE CONTRACTOR AS A RESULT OF THE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BEREPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.18. WHERE UTILITIES ARE SHOWN TO BE "REMOVED", CONTRACTOR SHALL INCLUDE NECESSARY PLUG OR VALVES TOENSURE UTILITY LINES TO REMAIN WILL CONTINUE TO BE IN SERVICE. COORDINATE NECESSARY SHUT DOWN ANDREMOVAL WITH THE LOCAL JURISDICTION OR UTILITY OWNER.19. CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS / EGRESS TO ALL EXISTING BUILDINGS, PARKING LOTS, ANDPATHS OF PEDESTRIAN TRAVEL THROUGHOUT THE CONSTRUCTION PERIODDEMOLITION NOTES:1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF THEPROPERTY AND ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.2. HORIZONTAL DATUM IS NAD 83-2011 AND VERTICAL DATUM IS NAVD88.3. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.4. SURVEY INFORMATION BASED ON FIELD SURVEY BY THE THATCHER GROUP OF NC COMPLETED ON APRIL 10, 2025.5. NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT OR PARCEL SHOWN.1. ALL INTERNAL SIGNAGE SHALL BE COORDINATED WITH OWNER FOR ACTUAL LOCATION AT TIME OFINSTALLATION. SIGNAGE LEADING ONTO PUBLIC THOROUGHFARE SHALL BE INSTALLED AT RIGHT OF WAYPER DOT STANDARDS2. ALL PAVEMENT STRIPING (EXCEPT INDIVIDUAL PARKING BAY STRIPING) SHALL BE THERMOPLASTICREFLECTIVE PAINT. MATERIALS AND DIMENSIONS SHALL CONFORM TO NCDOT STANDARDS ANDSPECIFICATIONS. PARKING BAY STRIPING SHALL BE WHITE REFLECTIVE PAINT.3. CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED INACCORDANCE WITH STATE DOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH AMANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS ORPERPENDICULAR TO THE ROADWAY / DRIVE LANE.4. ADA SYMBOLS SHOWN THESE DRAWINGS ARE FOR LOCATION PURPOSES ONLY AND NOT INTENDED TO BEPAINTED. CONTRACTOR RESPONSIBLE FOR INSTALLING ALL REQUIRED ADA SIGNAGESIGNAGE, STRIPING AND MARKING NOTES:PROPOSED UTILITY SEPARATION: L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C0.00 Cover.dwg Oct 30, 2025 - 11:25am C0.10C2501110/30/2025100% CONSTDOCUMENTSGENERAL NOTESPROJECT #: C2501177 Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.7925NOTES:1. SEE SHEET C0.10 FOR GENERAL AND EXISTING CONDITIONS NOTES. L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C1.00 Existing Conditions Plan.dwg Oct 30, 2025 - 11:25am C1.00C2501110/30/2025100% CONSTDOCUMENTSEXISTINGCONDITIONSPLANPROJECT #: C2501178 LP LP 628.54628.71628.41628.50628.29628.16628.18628.14628.03627.97627.99 627.68 627.94627.80628.15628.58627.65 627.94 628.07 628.53628.76628.76628.82628.79629.17629.23628.79628.78628.26628.00628.03628.25628.76628.79629.29628.81628.64628.72628.66628.61628.55627.58 627.25 628.66628.55627.19 628.42 628.19628.02627.95627.76627.51627.63627.55628.14 626.37626.60626.96627.87 627.84627.60627.47627.53627.24627.35627.29 627.32627.55627.59627.10626.76 626.15 626.45 626.84 626.52 627.51627.80627.59 627.46 624.71625.80626.52626.89627.01627.56627.79627.77627.56627.12 627.69627.74 627.62 627.95 627.83627.97627.94 627.92 628.03627.79 627.52 627.48 627.47 627.43 625 625 626 626 627627 628627627628628628628PA V E M E N T CONCRETE CONCRETE COCONCRETE LOADING BAYWALLWALLEB X TBXMETAL CONEX BUILDING METAL CONEX BUILDING METALCONEX UNITRIPRAP 26.18' - 18" RCP @ 1.95% 96.62' - 18" RCP @ 0.61% SD M H RI M : 6 2 7 . 7 2 IN V I N : 6 2 4 . 4 7 IN V O U T : 6 2 4 . 4 1 IN V : 6 2 3 . 9 0 PSB PSB ACU PO W E R S W I T C H 1" PVCDRAINFF E 62 9 . 4 4 PA V E M E N T PA V E M E N T GR A S S GR A S S GR A S S CO N T R O L P O I N T 1 N: 1 , 1 7 7 , 6 1 6 . 7 2 ' E: 2 , 1 0 9 , 5 9 7 . 2 8 ' Z: 6 2 7 . 6 7 ' (G R I D C O O R D I N A T E S ) BUILDING 1114543266INSTALL SILT FENCEAT LIMIT OFDEMOLITION ANDGRADING.Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.SEALN O R T H CAROLINAPR O FESSIONALENGINEER13328 JEFFREY D OD EN 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.7925REMOVE BUILDINGREMOVE ASPHALTREMOVE CONCRETEREMOVE WALLCOORDINATE LIGHT POLE REMOVALDEMOLITION LEGEND:DESCRIPTIONSYMBOLNOTES:1. SEE SHEET C0.10 FOR GENERAL AND DEMOLITION NOTES.0SCALE: 1" = 10'5 10 20 L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C2.00 Demolition Plan.dwg Oct 30, 2025 - 11:25am C2.00C2501110/30/2025100% CONSTDOCUMENTSDEMOLITION PLANPROJECT #: C25011NORTHDEMOLITION KEY:1OWNER TO REMOVE 3 METAL CONNEXBUILDINGS2 REMOVE ASPHALT3REMOVE AND RELOCATE EXISTING LIGHTPOLE AND FIXTURE4 REMOVE WALL5REMOVE CONCRETE RAMP67REMOVE WHEEL STOPLIMITS OF DISTURBANCE79 LP CONCRETE CONCRETE CO EB X TBXRIPRAP 26.18' - 18" RCP @ 1.95% 96.62' - 18" RCP @ 0.61% SD M H RI M : 6 2 7 . 7 2 IN V I N : 6 2 4 . 4 7 IN V O U T : 6 2 4 . 4 1 IN V : 6 2 3 . 9 0 ACU PO W E R S W I T C H 1" PVCDRAINFF E 62 9 . 4 4 PA V E M E N T PA V E M E N T GR A S S GR A S S CO N T R O L P O I N T 1 N: 1 , 1 7 7 , 6 1 6 . 7 2 ' E: 2 , 1 0 9 , 5 9 7 . 2 8 ' Z: 6 2 7 . 6 7 ' (G R I D C O O R D I N A T E S ) BUILDINGWWWWWWWWWWWWWWW WWCONCRETE SIDEWALKREFER TO DETAIL THIS SHEETHEAVY DUTYASPHALT PAVEMENTREFER TO DETAIL THIS SHEETPROPOSED LOCATION FORRELOCATED LIGHT POLEAND FIXTURE14.33'5.00'10.90'70.00'16.00'20.00'R7.00 'R5.00'17.20'PROPOSED BUILDING18.00'5.00'STRIPE 5 PARKINGSPACES AT 8.5'x18'PRECAST CONCRETE WHEEL STOPSREFER TO DETAIL THIS SHEETNORTH0SCALE: 1" = 10'5 10 20Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.SEALN O R T H CAROLINAPR O FESSIONALENGINEER13328 JEFFREY D OD EN 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.7925 L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C3.00 Site Plan.dwg Oct 30, 2025 - 11:25am C3.00C2501110/30/2025100% CONSTDOCUMENTSSITE PLANPROJECT #: C25011NOTES:1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.SITE LEGEND:DESCRIPTIONPROPOSED BUILDINGHEAVY DUTY ASPHALTLIGHT DUTY CONCRETESYMBOLSECTIONNTSCONCRETE WHEELSTOP3SECTIONNTSCONCRETE SIDEWALK2SECTIONNTSHEAVY DUTY ASPHALT11'1'6"12" MIN.6'4'#5 REBAR - 18" MIN. LENGTH9"ALTERNATING BLACK AND WHITE STRIPES#5 REBAR -18" MIN. LENGTH (TYPICAL)FINISH GRADEPLANELEVATION2 #4X5'9"COMPACTED SUBGRADE8" AGGREGATE BASE COURSE1.5" ASPHALT SURFACECOURSE (S9.5C)2.5" INTERMEDIATE COURSE(I19.0C)BINDERLIMITS OF DISTURBANCE80 NORTH0SCALE: 1" = 60'30 60 120Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.7925SECTIONNTSGRAVEL SECTION2SECTIONNTSHEAVY DUTY ASPHALT1COMPACTED SUBGRADE6"-8" AGGREGATE BASE COURSE(B25.0C)3" ASPHALT SURFACECOURSE (S9.5C)4" INTERMEDIATE COURSE(I19.0C)COMPACTED SUBGRADE12" COMPACTEDSTONE/GRAVELREFER TO SHEET C3.10 FOR ENLARGED PLAN L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C3.10 Site Plan - Driveway.dwg Nov 17, 2025 - 2:09pm C3.10C2501110/30/2025100% CONSTDOCUMENTSSITE PLANPROPOSEDCONNECTOR DRIVEPROJECT #: C2501181 NORTH0SCALE: 1" = 60'30 60 120Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.7925SECTIONNTSGRAVEL SECTION2SECTIONNTSHEAVY DUTY ASPHALT1COMPACTED SUBGRADE6"-8" AGGREGATE BASE COURSE(B25.0C)3" ASPHALT SURFACECOURSE (S9.5C)4" INTERMEDIATE COURSE(I19.0C)COMPACTED SUBGRADE12" COMPACTEDSTONE/GRAVELREFER TO SHEET C3.10 FOR ENLARGED PLAN L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C3.10 Site Plan - Driveway.dwg Nov 17, 2025 - 2:09pm C3.10C2501110/30/2025100% CONSTDOCUMENTSSITE PLANPROPOSEDCONNECTOR DRIVEPROJECT #: C2501182 24" RCP PIPE, TO BE LOCATED IN EXISTING DITCH20FT SWING GATE INSTALL IN EXISTING FENCE LINE15FT WIDE ACCESS DRIVEWAY15FT WIDE ACCESS EASEMENT.REFER TO CROOKED CREEK ACCESS EASEMENTEXHIBIT A, PREPARED BY PROFESSIONALPROPERTY SURVEYORS, INC. DATED 05/19/2021NORTH0SCALE: 1" = 10'5 10 20Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.7925 L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C3.10 Site Plan - Driveway.dwg Nov 17, 2025 - 2:09pm C3.11C2501110/30/2025100% CONSTDOCUMENTSSITE PLANPROPOSEDCONNECTOR DRIVE -ENLARGEMENTPROJECT #: C2501183 LP 628.54628.71628.41628.50628.29628.16628.18628.14628.03627.97627.99 627.68 627.94627.80628.15628.58627.65 627.94 628.07 628.53629.17629.23628.26628.00628.03628.25629.29628.81628.64628.72628.66628.61628.55627.58 627.25 628.66628.55627.19 628.42 628.19628.02627.95627.76627.51627.63627.55628.14 626.37626.60626.96627.87 627.84627.60627.47627.53627.24627.35627.29 627.32627.55627.59627.10626.76 626.15 626.45 626.84 626.52 627.51627.80627.59 627.46 624.71625.80626.52626.89627.01627.56627.79627.77627.56627.12 627.69627.74 627.62 627.95 627.83627.97627.94 627.92 628.03627.79 627.52 627.48 627.47 627.43 625 625 626 626 627627 628627627628628628628CONCRETE CONCRETE CO EB X TBXRIPRAP 26.18' - 18" RCP @ 1.95% 96.62' - 18" RCP @ 0.61% SD M H RI M : 6 2 7 . 7 2 IN V I N : 6 2 4 . 4 7 IN V O U T : 6 2 4 . 4 1 IN V : 6 2 3 . 9 0 ACU PO W E R S W I T C H 1" PVCDRAINFF E 62 9 . 4 4 PA V E M E N T PA V E M E N T GR A S S GR A S S CO N T R O L P O I N T 1 N: 1 , 1 7 7 , 6 1 6 . 7 2 ' E: 2 , 1 0 9 , 5 9 7 . 2 8 ' Z: 6 2 7 . 6 7 ' (G R I D C O O R D I N A T E S ) BUILDING628.45628.45628.45628.45628.48628.35628.35628.35628.15628.25628.35628.35PROPOSED FFE: 628.60627.80628.40628628628627SSSSSSSSSSSSSSSSSS SSWWWWWWWWWW WWWWWWWWWW628.55628.55628.55628.55CONNECT 4" SEWER SERVICETO EXISTING SANITARY SEWERMIN 2% SLOPECONNECT 2" WATER SERVICETO EXISTING WATERLINEAPPROXIMATE LOCATION OF EXISTINGWATERLINE, CONTRACTOR TO VERIFY LOCATIONAND CONNECT PROPOSED WATER SERVICE.REFER TO PLUMBING PLANSAPPROXIMATE LOCATION OF EXISTING SEWERLINE. CONTRACTOR TO VERIFY LOCATION ANDCONNECT PROPOSED SEWER SERVICE.REFER TO PLUMBING PLANS.INSTALL SILT FENCE AT LIMIT OFDEMOLITION AND GRADING.REFER TO DETAIL THIS SHEET.LIMITS OF PROPOSED CLEARING AND GRADINGDISTURBED AREA = 6,213 SFSTABILIZE GRADED AREASOUTSITE LIMITS OF BUILDINGAND PAVING WITH GRASS4" SS2" WATERLINECONCRETE WALK FLUSH WITH PAVEMENTDate:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.SEALN O R T H CAROLINAPR O FESSIONALENGINEER13328 JEFFREY D OD EN 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.792520020044.50PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED ELEVATIONFLOW DIRECTIONGRADING LEGEND:DESCRIPTIONSYMBOLNOTES:1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.NORTH0SCALE: 1" = 10'5 10 20 L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C5.00 Grading & Storm Drainage Plan.dwg Oct 30, 2025 - 11:26am C5.00C2501110/30/2025100% CONSTDOCUMENTSGRADING, STORMDRAINAGE ANDUTILITY PLANPROJECT #: C25011SECTIONNTSSILT FENCE3SECTIONNTSUTILITY TRENCH REPAIR2SECTIONNTSSANITARY SEWER CLEANOUT1LIMITS OF DISTURBANCE84 PARCEL # 07066015BUNION COUNTY4015 SARDIS CHURCHROAD, MONROE NC 28112PARCEL # 07066015EBRILAR INVESTMENTS, LLCPARCEL # 07066015FAMMONS PROPERTIES OF NCPARCEL # 07066015JBRILAR INVESTMENTSPARCEL # 07066015N5916 STOCKBRIDGEDRIVE, LLCPARCEL # 07066015MONE PERCENT BETTERPARCEL # 07066015KARBR, LLC638636634632630628632630 628 626 624622620620634634 632630628626 624 622 620 Date:Project Number:THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TOTHE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUALPROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONICINFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THEELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESSOTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.SEALN O R T H CAROLINAPR O FESSIONALENGINEER13328 JEFFREY D OD EN 1000 W. Morehead St.Suite 120Charlotte, NC 28208p 704.376.6000www.creechassociates.com1A2345BCDPackage:Crooked Creek WRF BuildingNo. Description DateFIRM LICENSE #: F-1536www.stewartinc.com101 N. TRYON ST., #1400CHARLOTTE, NC 28202T 704.334.792520020044.50PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED ELEVATIONFLOW DIRECTIONGRADING LEGEND:DESCRIPTIONSYMBOLNOTES:1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.NORTH0SCALE: 1" = 40'20 40 80 L:\Projects\2025\C25011 - Crooked Creek WWTP Office Building\DWGS\2 - 100% CD\3-Sheets\C25011-C6.00 Driveway Plan.dwg Nov 04, 2025 - 12:05pm C5.00C2501110/28/2025100% CONSTDOCUMENTSGRADING, STORMDRAINAGE ANDUTILITY PLANPROJECT #: C25011LIMITS OF DISTURBANCE85 Crooked Creek WRF Office & Storage Building Project SP107 (;+,%,7F 0:BE DOCUMENT 86 DOCUMENT 00 45 39 – MINORITY BUSINESS ENTERPRISE MBForms 2002-Revised July 2010 Identification of HUB Certified/ Minority Business Participation I, , (Name of Bidder) do hereby certify that on this project, we will use the following HUB Certified/ minority business as construction subcontractors, vendors, suppliers or providers of professional services. Firm Name, Address and Phone # Work Type *Minority **HUB Category Certified (Y/N) *Minority categories: Black, African American (B), Hispanic (H), Asian American (A) American Indian (I), Female (F) Socially and Economically Disadvantaged (D) ** HUB Certification with the state HUB Office required to be counted toward state participation goals. The total value of minority business contracting will be ($) . Bennel Contracting LLC 704-900-4496 7013 Gale Force Lane, Charlotte NC 28216 Flooring and Tile H Yes Coleman Contractors, Inc. 704-734-1111 Radco Construction Services DBA Radco Roofingw Charlotte Paint Co. LLC 704-827-1391 Painting Roofing Framing and Drywall PO Box 806 Kings Mountain NC 28086 F Yes Yes Yes F F 162 Lumber Lane Mt. Holly NC 28120 1604 Lane Road Mt Holly, NC 28120 Miles-McClellan Construction Company $164,000.00 87 Crooked Creek WRF Office & Storage Building Project SP107 (;+,%,7G 83'$7('352-(&76&+(DULE %$6('219'(6,*1 88 ID Task Mode Task Name Duration Start Finish Predecessors Resource Names Successors 1 Union County Crooked Creek WTF Admin and Warehouse 557 days Fri 2/21/25 Mon 8/31/26 2 Preconstruction Phase 281 days Fri 2/21/25 Fri 11/28/25 3 Contract Execution 1 day Fri 2/21/25 Fri 2/21/25 4 Notice to Proceed - Design 1 day Fri 2/21/25 Fri 2/21/25 5 Programing 1 day Thu 3/13/25 Thu 3/13/25 7 Stage 1 Schematic Design 43 days Fri 3/21/25 Fri 5/2/25 12 Stage 2 Design Development 60 days Sat 5/3/25 Tue 7/1/25 18 Stage 3 Construction Documents 76 days Wed 7/2/25 Mon 9/15/25 24 Guranteed Maximum Price/Lump Sum 15 days Fri 11/14/25 Fri 11/28/25 27 Construction 276 days Sat 11/29/25 Mon 8/31/26 28 Preconstruction 69 days Sat 11/29/25 Thu 2/5/26 29 Contract Administartion 5 days Mon 12/1/25 Fri 12/5/25 30 Execute Contract 1 day Sat 11/29/25 Sat 11/29/25 25,26 31 31 Notice to Proceed 1 day Thu 2/5/26 Thu 2/5/26 30,25 34 32 Contrusction Phase 175 days Fri 2/6/26 Thu 7/30/26 33 Site Work 143 days Fri 2/6/26 Sun 6/28/26 34 Demo Existing Site Hard Scapes 5 days Fri 2/6/26 Tue 2/10/26 31 35 35 Establish Erosion Control 5 days Wed 2/11/26 Sun 2/15/26 34 36 36 Rough Grading for New Pad 10 days Mon 2/16/26 Wed 2/25/26 35 37 37 Install Exterior Sanitary Sewer and Water Utilities 10 days Thu 2/26/26 Sat 3/7/26 36 46,38 38 Rough Grading for Emergency Egress 10 days Sun 3/8/26 Tue 3/17/26 37 39 39 Install 24" RCP for Emergency Egress 5 days Wed 3/18/26 Sun 3/22/26 38 40 40 Compacted Stone Driveway for Emergency Egress 5 days Mon 3/23/26 Fri 3/27/26 39 41 41 Compacted Stone at New Building 5 days Thu 6/11/26 Mon 6/15/26 40,70 42 42 Concrete Sidewalks 5 days Tue 6/16/26 Sat 6/20/26 41 43 43 New Parking Lot Asphalt 5 days Sun 6/21/26 Thu 6/25/26 42 44 44 Pavement Striping, Signage, Wheel Stops 3 days Fri 6/26/26 Sun 6/28/26 43 96 45 Footings and Foundations 22 days Sun 3/8/26 Sun 3/29/26 46 Perimeter Batten Boards and Layout 5 days Sun 3/8/26 Thu 3/12/26 37 47 47 Underground Plumbing 5 days Fri 3/13/26 Tue 3/17/26 46 48 48 Dig and Prep Footers 3 days Wed 3/18/26 Fri 3/20/26 47 49 49 Stone, Vapor Barrier, and Reinforcing 2 days Sat 3/21/26 Sun 3/22/26 48 50 50 Pour 4" Slab 2 days Mon 3/23/26 Tue 3/24/26 49 51 0% 0% 0% 0% 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 March 2025 April 2025 May 2025 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 1 89 ID Task Mode Task Name Duration Start Finish Predecessors Resource Names Successors 51 Concrete Cure 5 days Wed 3/25/26 Sun 3/29/26 50 53 52 Building Structure 63 days Mon 3/30/26Sun 5/31/26 53 Structural CMU Walls 10 days Mon 3/30/26 Wed 4/8/26 51 54 54 Set Loose Lintels 3 days Thu 4/9/26 Sat 4/11/26 53 55 55 Grout CMU Walls 5 days Sun 4/12/26 Thu 4/16/26 54 56 56 Cure 5 days Fri 4/17/26 Tue 4/21/26 55 57 57 Set Roof Trusses 5 days Wed 4/22/26 Sun 4/26/26 56 58 58 Set Roof Decking 5 days Mon 4/27/26 Fri 5/1/26 57 59,66 59 Interior NSMF 10 days Sat 5/2/26 Mon 5/11/26 58 60,61,62 60 Interior Plumbing Rough In 10 days Tue 5/12/26 Thu 5/21/26 59 63 61 Interior Mechanical Rough In 10 days Tue 5/12/26 Thu 5/21/26 59 63 62 Interior Electrical Rough In 10 days Tue 5/12/26 Thu 5/21/26 59 63 63 MEP Inspections 5 days Fri 5/22/26 Tue 5/26/26 62,60,61 64,79,80,81 64 Framing Inspection 5 days Wed 5/27/26 Sun 5/31/26 63 74 65 Exterior Finishes 50 days Sat 5/2/26 Sat 6/20/26 66 Roof Insulation 5 days Sat 5/2/26 Wed 5/6/26 58 67 67 Standing Seam Metal Roof and Flashings 5 days Thu 5/7/26 Mon 5/11/26 66 68 68 Gutters 5 days Tue 5/12/26 Sat 5/16/26 67 69 69 Storefront Windows and Doors 10 days Sun 5/17/26 Tue 5/26/26 68 70 70 Brick Veneer 15 days Wed 5/27/26 Wed 6/10/26 69 71,41 71 Metal Trim and Panels 5 days Thu 6/11/26 Mon 6/15/26 70 72 72 Install Overhead Door 5 days Tue 6/16/26 Sat 6/20/26 71 73 Interior Finishes 65 days Wed 5/27/26Thu 7/30/26 74 Insulation 5 days Mon 6/1/26 Fri 6/5/26 64 75 75 Hang Drywall 5 days Sat 6/6/26 Wed 6/10/26 74 76 76 Finish Drywall 10 days Thu 6/11/26 Sat 6/20/26 75 77 77 Primer Coat 5 days Sun 6/21/26 Thu 6/25/26 76 78 78 First Coat of Paint 5 days Fri 6/26/26 Tue 6/30/26 77 79 Overhead Mechanical 10 days Wed 5/27/26 Fri 6/5/26 63 80 Overhead Plumbing 10 days Wed 5/27/26 Fri 6/5/26 63 81 Overhead Electrical 10 days Wed 5/27/26 Fri 6/5/26 63 82 82 Breakroom Millwork 5 days Sat 6/6/26 Wed 6/10/26 81 83 83 Set ACT Grid 5 days Thu 6/11/26 Mon 6/15/26 82 84 84 Set Diffusers 10 days Tue 6/16/26 Thu 6/25/26 83 85 85 Set Lights 10 days Fri 6/26/26 Sun 7/5/26 84 86 86 Overhead MEP Inspections 5 days Mon 7/6/26 Fri 7/10/26 85 87,94 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 March 2025 April 2025 May 2025 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 2 90 ID Task Mode Task Name Duration Start Finish Predecessors Resource Names Successors 87 Drop ACT Tile 5 days Sat 7/11/26 Wed 7/15/26 86 88,90,91 88 Swing Doors and Hardware 5 days Thu 7/16/26 Mon 7/20/26 87 89 89 Trim Out Electrical Walls 5 days Tue 7/21/26 Sat 7/25/26 88 95 90 Tile Floor 5 days Thu 7/16/26 Mon 7/20/26 87 93 91 LVT Flooring 5 days Thu 7/16/26 Mon 7/20/26 87 92 92 Rubber Base 3 days Tue 7/21/26 Thu 7/23/26 91 93 Set Plumbing Fixtures (Bathroom and Breakroom)5 days Tue 7/21/26 Sat 7/25/26 90 94 Set Mechanical Equipment 10 days Sat 7/11/26 Mon 7/20/26 86 95 95 Final Coat of Paint 5 days Sun 7/26/26 Thu 7/30/26 94,89 96 96 Substantial Completion and Closeout 0 days Thu 7/30/26 Thu 7/30/26 95,44 97SS+32 days 97 Final Completion 0 days Mon 8/31/26 Mon 8/31/26 96SS+32 days 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 March 2025 April 2025 May 2025 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 3 91 0% 0% 0% 0% 0% 0% 0% 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 May 2025 June 2025 July 2025 August 2025 September 2025 October 2025 November 2025 December 2025 January 2026 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 4 92 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 May 2025 June 2025 July 2025 August 2025 September 2025 October 2025 November 2025 December 2025 January 2026 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 5 93 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 22 27 1 6 11 16 21 26 1 6 11 16 21 26 31 5 May 2025 June 2025 July 2025 August 2025 September 2025 October 2025 November 2025 December 2025 January 2026 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 6 94 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10 15 20 25 30 4 9 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 January 2026 February 2026 March 2026 April 2026 May 2026 June 2026 July 2026 August 2026 September 2026 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 7 95 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10 15 20 25 30 4 9 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 January 2026 February 2026 March 2026 April 2026 May 2026 June 2026 July 2026 August 2026 September 2026 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 8 96 0% 0% 0% 0% 0% 0% 0% 0% 0% 7/30 8/31 10 15 20 25 30 4 9 14 19 24 1 6 11 16 21 26 31 5 10 15 20 25 30 5 10 15 20 25 30 4 9 14 19 24 29 4 9 14 19 24 29 3 8 13 18 23 28 2 7 12 January 2026 February 2026 March 2026 April 2026 May 2026 June 2026 July 2026 August 2026 September 2026 Critical Critical Split Critical Progress Task Split Task Progress Manual Task Start-only Finish-only Duration-only Baseline Baseline Split Baseline Milestone Milestone Summary Progress Summary Manual Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Deadline Preliminary Baseline Schedule Page 9 97 Crooked Creek WRF Office & Storage Building Project SP107 (;+,%,7I 68%&2175$&7 /,67,1* 98 Crooked Creek – Subcontractors List - 03 Concrete o Goddard Concrete LLC 317 Cashton Dr. Lyman SC 29365 Justin Goddard 864-201-3541 - 04 Masonry o Hahn Masonry PO Box 127 Wallburg NC 27373 Justin Hahn 704-280-7204 o MY Construction 1890 Mt Hope Church Road Salisbury NC 28146 Alfredo Macis-Yanez 704-905-8651 - 05 Misc Steel o Peachland Steel Fabrication 3129 Deep Springs Church Road Peachland NC 28133 Wesley Black 704-272-9295 - 06 Casework o Millwork on 31st 206 West 30th Street Charlotte NC 28206 Jean Paul Chiriboga 704-420-5577 - 07 Standing Seam Metal Roofing o Radco Roofing 162 Lumber Lane Mt Holly NC 28120 Kyle Willocks 704-914-7572 99 - 08 Doors Frames and Hardware o Cook and Boardman LLC 9347 D Ducks Lane Suite A Silverlake Business Park Charlotte NC 28273 Tom Horne 704-334-8683 - 08B Storefront Glazing o GMC Glass and Glazing PO Box 686 Salisbury NC 28145 Kip Huneycutt 704-798-0344 - 09A Metal Stud Framing, Drywall, Acoustical Ceiling Tiles o Coleman Contractors Inc. PO Box 806 Kings Mountain NC 28086 Bob Coleman 704-734-1111 - 09B Flooring and Tile o Bennel Contracting LLC 7013 Gale Force Lane Charlotte NC 28216 Nelson Benitez 704-900-4496 - 09C o Charlotte Paint Co. LLC 1604 Lane Road Mt Holly NC 28120 Matt Starnes 704-827-1391 - 10 Specialties o Cook and Boardman LLC 9347 D Ducks Lane Suite A Silverlake Business Park Charlotte NC 28273 Tom Horne 704-334-8683 100 - 22 Plumbing o South End Plumbing II, LLC 1069 Van Buren Ave Indian Trail NC 28079 Brady Oaks 704-989-7705 - 23 HVAC o MK Mechanical Commercial HVAC Services 521 Eagleton Downs Dr. Suite F Pineville NC 28134 Chris Cothran 704-582-7858 - 26 Electrical o Arc Electric Company of Indian Trail PO Box 519 Indian Trail NC 28079 Caylin Turner 704-821-7005 - 31 Site Work o Mugo Gravel and Grading LLC 2600 Concord Parkway South Concord NC 28027 William Cranford 704-782-3478 101 Crooked Creek WRF Office & Storage Building Project SP107 (;+,%,7J $668037,21/2* 102 Crooked Creek – Assumptions List 1) Alternate 1 is accepted into this contract at the value of $56,500.00. Alternate 1 is for the construction of the emergency egress driveway to the adjacent property. 2) This Lump Sum carries a Construction Contingency of $39,000.00. 3) The Preconstruction Services Phase 1 Contract has a remaining balance of $46,971.00 in allowances and contingency. This is being deducted from the contract total and is reflected in the Exhibit D total. 4) $5,000 Communication allowance 5) Price Includes Permit Fees 6) Price Includes P&P Bond 7) Prices Includes all necessary insurance and fees 8) Price does not include 3rd Party Testing of materials 103 RESOLUTION OF THE UNION COUNTY BOARD OF COMMISSIONERS PROVIDING NOTICE OF CROOKED CREEK WRF OFFICE AND STORAGE BUILDING PROJECT CONSTRUCTION WHEREAS, pursuant to G.S § 153A-457, a county shall notify property owners and adjacent property owners prior to commencement of any construction project by the county; and WHEREAS, G.S. § 153A-457 provides that notice of a county construction project is deemed sufficient if notice of the construction project is given in any open meeting of the county prior to the commencement of the construction project; and WHEREAS, the Union County Board of Commissioners desires to give notice of construction of the Crooked Creek WRF Office and Storage Building project prior to commencement of project construction as required by G.S. § 153A-457. NOW, THEREFORE, BE IT RESOLVED BY THE Union County Board of Commissioners that: 1. Union County may commence construction of the Crooked Creek WRF Office and Storage Building project on property as shown on the attached map after the award date of the construction contract for the project. 2. This resolution and notice is adopted in accordance with the construction notice requirements of G.S. § 153A-457. Adopted this the 2nd day of March, 2026. Attest: Lynn West Brian Helms Clerk to the Board Chair, Union County Board of Commissioners 104 105 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-110 Agenda Date:3/2/2026 TITLE:..title Grant Application - Golden LEAF Foundation Open Grants - Food Hub Distribution INFORMATION CONTACT: Andrew Baucom, Cooperative Extension, Director, 704-283-3738 ACTION REQUESTED: Authorize the County Manager to submit the associated grant application and make necessary assurances and certifications associated with the grant application as substantially consistent with this agenda item, which includes the authorization to execute documents related to award of the grant and budget funds as appropriate. PRIOR BOARD ACTIONS: None. BACKGROUND: The Golden LEAF Foundation provides Open Grant funding to advance priority areas, including the expansion of agricultural markets. We seek to apply for funding to grow the Food Hub program through the purchase of a refrigerated van to increase agricultural distribution and commercial refrigeration to expand Food Hub services to the Southwest Regional Library. FINANCIAL IMPACT: There is no County match required for this grant so no cost to the County. The grant amount requested is anticipated to be $150,000, pending final estimates. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™106 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-126 Agenda Date:3/2/2026 TITLE:..title Placeholder - Walden Pond Dredge Project INFORMATION CONTACT: Alan Aldridge, Soil & Water Conservation, District Director, 704-324-9225 ACTION REQUESTED: Click or tap here to enter text. PRIOR BOARD ACTIONS: Click or tap here to enter text. BACKGROUND: Click or tap here to enter text. FINANCIAL IMPACT: Click or tap here to enter text. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™107 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-117 Agenda Date:3/2/2026 TITLE:..title Budget Amendment - Budget & Grants Management - Use of ARPA Investment Funds INFORMATION CONTACT: Jason May, Budget & Grants Management Director, 704-283-3660 ACTION REQUESTED: Approve Special Revenue Ordinance 94G. PRIOR BOARD ACTIONS: None. BACKGROUND: The FY 2026 Adopted County Budget includes an interfund transfer of $500,000 of ARPA Investment funds out of the special revenue fund into the County’s general fund to support annual operations. Special Revenue Ordinance 94G completes this transfer into the general fund for use. FINANCIAL IMPACT: Transfer $500,000 in available ARPA Investment Funds to the Union County general fund in accordance with the FY 2026 Adopted County Budget. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™108 Special Revenue Ordinance 94G for Union County ARPA Investment Earnings BE IT ORDAINED by the Board of County Commissioners of Union County, North Carolina that, pursuant to Section 13.2 of Chapter 159 of the General Statutes of North Carolina, the following special revenue project ordinance is hereby adopted: Section 1: This ordinance is to budget expenditures to be funded by investment earnings from federal funds received specifically from the American Rescue Plan Act. Section 2: The officers of this unit are hereby directed to proceed with the Union County ARPA Investment Earnings project within the terms of the guidelines as set forth by the federal and state government, Generally Accepted Accounting Principles (GAAP) and the budget contained herein. Section 3: The following amounts are appropriated for the projects and authorized for expenditures: Expenditure Funds: Software Expenses- New Grant Software $ 368,502 Payment to Other Governmental Units $ 366,525 IFT to Water & Sewer Capital Project Fund $ 700,000 Grant Staff Position $ 182,471 IFT to General Capital Project $1,220,422 IFT to General Fund $1,015,000 TOTAL EXPENDITURES $3,852,920 Section 4: The following revenues are anticipated to be available to complete the project: Revenue Funds: Investment earnings on ARPA funds $3,852,920 TOTAL REVENUES $3,852,920 Section 5: The Finance Officer is hereby directed to maintain sufficient specific detailed accounting records. Section 6: Copies of this special revenue ordinance shall be furnished to the Budget Officer, the Finance Officer and to the Clerk to the Board of County Commissioners. Section 7: At the completion of this special revenue ordinance the Finance Officer is hereby directed to close out the Special Revenue Ordinance. Section 8: The County Manager is hereby authorized to transfer revenues and appropriations within an ordinance as contained herein. ATTEST: ________________________ ______________________________ Lynn G. West, Brian Helms, Chair Clerk to the Board Union County Board of Commissioners 109 BUDGET REQUESTED BY FISCAL YEAR DATE Source Project Requested Revised Project Project Requested Revised Description and Code To Date Amendment Project Description and Code To Date Amendment Project Federal Grant Interest Earnings 3,352,920 500,000 3,852,920 Operating Expenses 3,352,920 500,000 3,852,920 (ARPA) - - - - 3,352,920 500,000 3,852,920 3,352,920 500,000 3,852,920 EXPLANATION: To appropriate ARPA Investment Earnings revenue and expenditures. APPROVED BY: DATE: 2/10/2026 Source Project Requested Revised Project Project Requested Revised Description and Code To Date Amendment Project Description and Code To Date Amendment Project - Payments to Other Govt Units ARP Interest Earning 3,352,920 500,000 3,852,920 30030551-5630 366,525 -366,525 30030551-4810 Software Maintenance Agreements 368,502 -368,502 30030551-5354 IFT to Water & Sewer Captial Project Fund 30030551-5064 700,000 -700,000 Salaries & Wages -Grant Position 30030551-5121 117,000 117,000 30030551-5134 5,850 5,850 30030551-5182 788 788 30030551-5183 25,155 25,155 30030551-5187 848 848 30030551-5260 150 150 30030551-5265 2,375 2,375 30030551-5131 8,951 8,951 30030551-5136 15,613 15,613 30030551-5171 1,670 1,670 30030551-5313 500 500 30030551-5173 3,571 3,571 IFT to General Captial Project Fund 1,220,422 - 1,220,422 30030551-5040 IFT to General Fund 515,000 500,000 1,015,000 30030551-5010 Totals 3,352,920 500,000 3,852,920 Totals 3,352,920 500,000 3,852,920 Prepared By JBH Posted By Date 2/10/2026 Number SRO 94G FOR FINANCE POSTING PURPOSES ONLY PROJECT SOURCES PROJECT USES PROJECT SOURCES PROJECT USES Bd of Comm/County Manager Lynn West/Clerk to the Board SPECIAL REVENUE ORDINANCE AMENDMENT BOCC APPROVED General SRO Fund Jason May 2025-2026 February 10, 2026 110 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-122 Agenda Date:3/2/2026 TITLE:..title January 2026 NCVTS Motor Vehicle Tax Report INFORMATION CONTACT: Vann Harrell, Tax Administration, Tax Administrator, 704-283-3748; Kristen Foxworth, Tax Administration, Deputy Tax Administrator, 704-283-3591 ACTION REQUESTED: Approve the January 2026 NCVTS Motor Vehicle Tax Refund Report. PRIOR BOARD ACTIONS: None. BACKGROUND: The refunds included in this report represent adjustments made to tax bills that resulted in refunds of motor vehicle taxes paid under the Tax and Tag Together program operated jointly between the counties and the State. FINANCIAL IMPACT: $1,813.98 Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™111 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change 001 TAX $0.00 $0.00 200 TAX ($144.08)$0.00 200 VEHICLE FEE ($30.00)$0.00 023 TAX $14.68 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($31.49)$0.00 600 TAX ($47.63)$0.00 023 TAX ($11.96)$0.00 003 TAX ($2.97)$0.00 005 TAX ($1.26)$0.00 004 TAX ($10.90)$0.00 002 TAX ($75.04)$0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($338.74)$0.00 200 VEHICLE FEE ($30.00)$0.00 700 TAX $145.51 $0.00 700 VEHICLE FEE $25.00 $0.00 020 TAX $35.57 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($110.35)$0.00 200 VEHICLE FEE ($30.00)$0.00 980 TAX $4.39 $0.00 021 TAX $14.87 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($210.55)$0.00 200 VEHICLE FEE ($30.00)$0.00 800 TAX $10.48 $0.00 026 TAX $16.68 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($185.87)$0.00 200 VEHICLE FEE ($30.00)$0.00 023 TAX $18.94 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX $0.00 $0.00 600 TAX $85.10 $0.00 200 TAX ($231.15)$0.00 200 VEHICLE FEE ($30.00)$0.00 023 TAX $23.55 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund ALLSTATE TRUCK LINES INC ALLSTATE TRUCK LINES INC JOMIRU, VITALIE 2216 UNIONVILLE INDIAN TR TRAIL RD W North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 960088408 Refund Generated due to adjustment on Bill #0083636945- 2024-2024-0000 Situs error 1/7/2026INDIAN TRAIL, NC 28079 Adjustment >= $100 0083636945 LFR4386 PENDING $0.00 $0.00 $0.00 $159.40 $0.00 ($144.08) ($30.00) $14.68 $0.00 ($11.96) ($2.97) ($1.26)843629731 Refund Generated due to adjustment on Bill #0070558644- 2025-2025-0000-00 Assessed In Err 1/28/2026 ($10.90) ($75.04) $181.25 ($31.49) ($47.63) PENDING 1203354900 Refund Generated due to adjustment on Bill #0088868483- 2025-2025-0000 BOLIVIA, NC 28422 Adjustment >= $100 0070558644 PMX5278 PENDING BRUNSWICK COUNTY TAX OFFICE DAC SERVICES INC DAC SERVICES INC 3803 MATTHEWS INDIAN TRAI ROAD MATTHEWS, NC 28104 Adjustment >= $100 0088868483 MAS4715 PO BOX 269 Situs error 1/20/2026 $0.00 ($338.74) ($30.00) $145.51 $25.00 $35.57 $0.00 $0.00 $0.00 $0.00 $162.66 $0.00 ($110.35) ($30.00) $4.39 $14.871080100611 Refund Generated due to adjustment on Bill #0083527677- 2024-2024-0000 Situs error 1/7/2026 FERRARI, GUSTAVO ADOLFO FERRARI, GUSTAVO ADOLFO 4001 AMBASSADOR CT $0.00 $0.00 $0.00 $0.00 $121.09 MONROE, NC 28110 Adjustment >= $100 0083527677 VFL5626 PENDING DETTMAR, JESSICA CHILDERS DETTMAR, JESSICA CHILDERS 801 WEST UNION INDIAN TRL RD 1080099216 Refund Generated due to adjustment on Bill #0083591119- 2024-2024-0000 Situs error $0.00960089424 Refund Generated due to adjustment on Bill #0083669766- 2024-2024-0000 Situs error 1/7/2026 1/7/2026WEDDINGTON, NC 28104 Adjustment >= $100 0083591119 KAL8832 PENDING $0.00 $0.00 $0.00 $0.00 $213.39 $0.00 ($210.55) ($30.00) $10.48 $16.68 REEVES, ERIC WAYNE REEVES, ERIC WAYNE 2904 UNIONVILLE INDIAN TR AIL RD $0.00 $0.00 $0.00 $196.93 INDIAN TRAIL, NC 28079 Adjustment >= $100 0083669766 LHH1538 PENDINGHICKS, JACOB KENT HICKS, JACOB KENT 7005 INDIAN TRAIL FAIRVIE 7005 $0.00 ($185.87) ($30.00) $18.94 1080099000 Refund Generated due to adjustment on Bill #0083688548- 2024-2024-0000 Situs error 1/7/2026INDIAN TRAIL, NC 28079 Adjustment >= $100 0083688548 RJN4687 PENDING $0.00 $0.00 $0.00 $0.00 $152.50 $0.00 $85.10 ($231.15) ($30.00) $23.55 Page 1 of 2 112 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($34.78)$0.00 800 TAX ($10.83)$0.00 026 TAX ($9.41)$0.00 003 TAX ($3.28)$0.00 005 TAX ($1.39)$0.00 004 TAX ($12.04)$0.00 002 TAX ($82.86)$0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($482.35)($24.12) 200 VEHICLE FEE ($30.00)$0.00 019 TAX $61.24 $3.06 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund Refund Total ($10.83) ($9.41) ($3.28) ($1.39)843524423 Refund Generated due to County Transfer of Taxes paid HMK4206 Assessed In Err 1/27/2026 ($12.04) ($82.86) $154.59 ($34.78) RALEIGH, NC 27602 Adjustment >= $100 0074539794 HMK4206 PENDINGWAKE COUNTY TAX OFFICE WORLEY, JENNIFER LYNN WORLEY, JENNIFER LYNN WORLEY, KRISTOPHER JAMES 3714 A SANFORD LN MONROE, NC 28110 Adjustment >= $100 0084342489 KMZ8305 PO BOX 2331 $1813.98 Situs error 1/7/2026 $0.00 ($506.47) ($30.00) $64.30 $0.00 $0.00 $0.00 $0.00 $472.17 PENDING 960088072 Refund Generated due to adjustment on Bill #0084342489- 2024-2024-0000 Page 2 of 2 113 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-125 Agenda Date:3/2/2026 TITLE:..title Tax Bill Correction Report for January 2026 INFORMATION CONTACT: Michael Thompson, Tax Administration, Deputy Tax Administrator, 704-283-3624 ACTION REQUESTED: Approve Tax Bill Correction Reports for January 2026. PRIOR BOARD ACTIONS: None. BACKGROUND: In accordance with North Carolina General Statutes 102-312 and 105-325, the Board of County Commissioners is authorized to make and approve certain changes to property tax records. Approval of such changes may result in either a release, refund, or discovery of ad valorem taxes. The attached report provides detailed information on all tax bills that were modified. Included in the report for each correction is the parcel number or property key, owner name, reason for the change, original value, original tax, corrected value, corrected tax, and refund, if applicable. FINANCIAL IMPACT: January Refund amount = $5,969.98 Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™114 Union CountyCorrection Listing ReportPage 1 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Exclusion Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal505.761,664.141,158.3804117001 RE 2025 1/9/2026 242,237 348,000 105,7630.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXCLUSIONSTATUS CHANGETax TTL1,158.38 1,664.14 505.762025001821MUENDES, MELLISA M& MEDLIN, JOHN WAYNEPublic Notes:1,072.352,220.661,148.3108036022 RE 2025 1/9/2026 227,164 439,300 212,1360.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXCLUSIONSTATUS CHANGETax TTL1,148.31 2,220.66 1,072.352025001813SIMPSON, SIBYLPublic Notes:Tax 2,306.69 3,884.80 1,578.11Totals for Type Exclusion Change - Discovery : ValueLL 0.00 0.00 0.00469,401 787,300 317,899Tax TTL 2,306.69 3,884.80 1,578.11 0.00INT 0.00 0.00 0.00Correction Type : PUV RollbackCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal28.811,098.451,069.6401057007 RE 2025 1/16/2026 211,600 217,300 5,7000.000.00 0.00ValueLLTaxINT0.580.00 0.580.00PUV ROLLBACKTax TTL1,069.64 1,099.03 29.392025001829BACKWOOD'S FARM II, LLCPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated115 Union CountyCorrection Listing ReportPage 2 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : PUV RollbackCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal13.521,249.951,236.4301057007 RE 2024 1/16/2026 191,160 193,250 2,0900.000.00 0.00ValueLLTaxINT1.490.00 1.490.00PUV ROLLBACKTax TTL1,236.43 1,251.44 15.012025001829BACKWOOD'S FARM II, LLCPublic Notes:13.091,210.521,197.4301057007 RE 2023 1/16/2026 191,160 193,250 2,0900.000.00 0.00ValueLLTaxINT2.620.00 2.620.00PUV ROLLBACKTax TTL1,197.43 1,213.14 15.712025001829BACKWOOD'S FARM II, LLCPublic Notes:13.091,210.521,197.4301057007 RE 2022 1/16/2026 191,160 193,250 2,0900.000.00 0.00ValueLLTaxINT3.790.00 3.790.00PUV ROLLBACKTax TTL1,197.43 1,214.31 16.882025001829BACKWOOD'S FARM II, LLCPublic Notes:95.491,860.691,765.2001234013B RE 2025 1/21/2026 349,200 368,090 18,8900.000.00 0.00ValueLLTaxINT1.910.00 1.910.00PUV ROLLBACKTax TTL1,765.20 1,862.60 97.402025001845SMITH, HERMAN BRENT JR& SMITH, MARJORIE LEIGH JPublic Notes:53.171,712.211,659.0401234013B RE 2024 1/21/2026 256,500 264,720 8,2200.000.00 0.00ValueLLTaxINT5.850.00 5.850.00PUV ROLLBACKTax TTL1,659.04 1,718.06 59.022025001845SMITH, HERMAN BRENT JR& SMITH, MARJORIE LEIGH JPublic Notes:51.491,636.911,585.4201234013B RE 2023 1/21/2026 253,100 261,320 8,2200.000.00 0.00ValueLLTaxINT10.300.00 10.300.00PUV ROLLBACKTax TTL1,585.42 1,647.21 61.792025001845SMITH, HERMAN BRENT JR& SMITH, MARJORIE LEIGH JPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated116 Union CountyCorrection Listing ReportPage 3 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : PUV RollbackCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal51.491,636.911,585.4201234013B RE 2022 1/21/2026 253,100 261,320 8,2200.000.00 0.00ValueLLTaxINT14.930.00 14.930.00PUV ROLLBACKTax TTL1,585.42 1,651.84 66.422025001845SMITH, HERMAN BRENT JR& SMITH, MARJORIE LEIGH JPublic Notes:651.431,725.851,074.4203018004 RE 2025 1/27/2026 215,400 346,000 130,6000.000.00 0.00ValueLLTaxINT13.030.00 13.030.00PUV ROLLBACKTax TTL1,074.42 1,738.88 664.462025001868HARGETT, JAMES BPublic Notes:400.801,404.141,003.3403018004 RE 2024 1/27/2026 150,200 210,200 60,0000.000.00 0.00ValueLLTaxINT44.090.00 44.090.00PUV ROLLBACKTax TTL1,003.34 1,448.23 444.892025001868HARGETT, JAMES BPublic Notes:394.141,380.80986.6603018004 RE 2023 1/27/2026 150,200 210,200 60,0000.000.00 0.00ValueLLTaxINT78.830.00 78.830.00PUV ROLLBACKTax TTL986.66 1,459.63 472.972025001868HARGETT, JAMES BPublic Notes:394.141,380.80986.6603018004 RE 2022 1/27/2026 150,200 210,200 60,0000.000.00 0.00ValueLLTaxINT114.300.00 114.300.00PUV ROLLBACKTax TTL986.66 1,495.10 508.442025001868HARGETT, JAMES BPublic Notes:66.13320.99254.8604045014 RE 2025 1/16/2026 52,300 65,870 13,5700.000.00 0.00ValueLLTaxINT1.320.00 1.320.00PUV ROLLBACKTax TTL254.86 322.31 67.452025001830MULLIS, COLLETTE LPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated117 Union CountyCorrection Listing ReportPage 4 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : PUV RollbackCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal49.36258.58209.2204045014 RE 2024 1/16/2026 32,000 39,550 7,5500.000.00 0.00ValueLLTaxINT5.430.00 5.430.00PUV ROLLBACKTax TTL209.22 264.01 54.792025001830MULLIS, COLLETTE LPublic Notes:48.52254.15205.6304045014 RE 2023 1/16/2026 32,000 39,550 7,5500.000.00 0.00ValueLLTaxINT9.700.00 9.700.00PUV ROLLBACKTax TTL205.63 263.85 58.222025001830MULLIS, COLLETTE LPublic Notes:48.52254.15205.6304045014 RE 2022 1/16/2026 32,000 39,550 7,5500.000.00 0.00ValueLLTaxINT14.070.00 14.070.00PUV ROLLBACKTax TTL205.63 268.22 62.592025001830MULLIS, COLLETTE LPublic Notes:516.15544.8728.7205075010 01 RE 2025 1/5/2026 6,000 113,800 107,8000.000.00 0.00ValueLLTaxINT10.320.00 10.320.00PUV ROLLBACKTax TTL28.72 555.19 526.472025001786MCCAIN, TREVA G& IVEY, MITCHELLPublic Notes:114.88152.5337.6505075010 01 RE 2024 1/5/2026 5,900 23,900 18,0000.000.00 0.00ValueLLTaxINT12.640.00 12.640.00PUV ROLLBACKTax TTL37.65 165.17 127.522025001786MCCAIN, TREVA G& IVEY, MITCHELLPublic Notes:113.02150.0737.0505075010 01 RE 2023 1/5/2026 5,900 23,900 18,0000.000.00 0.00ValueLLTaxINT22.600.00 22.600.00PUV ROLLBACKTax TTL37.05 172.67 135.622025001786MCCAIN, TREVA G& IVEY, MITCHELLPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated118 Union CountyCorrection Listing ReportPage 5 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : PUV RollbackCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal113.02150.0737.0505075010 01 RE 2022 1/5/2026 5,900 23,900 18,0000.000.00 0.00ValueLLTaxINT32.780.00 32.780.00PUV ROLLBACKTax TTL37.05 182.85 145.802025001786MCCAIN, TREVA G& IVEY, MITCHELLPublic Notes:1,172.602,833.631,661.0306015002 RE 2025 1/7/2026 344,900 588,380 243,4800.000.00 0.00ValueLLTaxINT0.000.00 0.000.00PUV ROLLBACKTax TTL1,661.03 2,833.63 1,172.602025001805ROBINSON, DONALD SPublic Notes:483.822,035.861,552.0406015002 RE 2024 1/7/2026 241,300 316,520 75,2200.000.00 0.00ValueLLTaxINT49.600.00 49.600.00PUV ROLLBACKTax TTL1,552.04 2,085.46 533.422025001805ROBINSON, DONALD SPublic Notes:477.202,008.011,530.8106015002 RE 2023 1/7/2026 241,300 316,520 75,2200.000.00 0.00ValueLLTaxINT91.860.00 91.860.00PUV ROLLBACKTax TTL1,530.81 2,099.87 569.062025001805ROBINSON, DONALD SPublic Notes:477.202,008.011,530.8106015002 RE 2022 1/7/2026 241,300 316,520 75,2200.000.00 0.00ValueLLTaxINT134.810.00 134.810.00PUV ROLLBACKTax TTL1,530.81 2,142.82 612.012025001805ROBINSON, DONALD SPublic Notes:904.391,671.25766.8607018018 01 RE 2025 1/20/2026 160,800 350,440 189,6400.000.00 0.00ValueLLTaxINT18.090.00 18.090.00PUV ROLLBACKTax TTL766.86 1,689.34 922.482025001841ROWELL, SPURGEON HEIRSPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated119 Union CountyCorrection Listing ReportPage 6 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : PUV RollbackCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal640.671,247.28606.6107018018 01 RE 2024 1/20/2026 94,900 195,130 100,2300.000.00 0.00ValueLLTaxINT70.470.00 70.470.00PUV ROLLBACKTax TTL606.61 1,317.75 711.142025001841ROWELL, SPURGEON HEIRSPublic Notes:633.551,233.41599.8607018018 01 RE 2023 1/20/2026 94,900 195,130 100,2300.000.00 0.00ValueLLTaxINT126.710.00 126.710.00PUV ROLLBACKTax TTL599.86 1,360.12 760.262025001841ROWELL, SPURGEON HEIRSPublic Notes:86.722,443.092,356.3708180003A RE 2025 1/2/2026 461,400 478,380 16,9800.000.00 0.00ValueLLTaxINT1.730.00 1.730.00PUV ROLLBACKTax TTL2,356.37 2,444.82 88.452025001784CLONTZ, MICHAEL A& CLONTZ, MELVIE MPublic Notes:66.182,705.422,639.2408180003A RE 2024 1/2/2026 394,800 404,700 9,9000.000.00 0.00ValueLLTaxINT7.280.00 7.280.00PUV ROLLBACKTax TTL2,639.24 2,712.70 73.462025001784CLONTZ, MICHAEL A& CLONTZ, MELVIE MPublic Notes:65.172,563.412,498.2408180003A RE 2023 1/2/2026 379,500 389,400 9,9000.000.00 0.00ValueLLTaxINT13.030.00 13.030.00PUV ROLLBACKTax TTL2,498.24 2,576.44 78.202025001784CLONTZ, MICHAEL A& CLONTZ, MELVIE MPublic Notes:65.172,563.412,498.2408180003A RE 2022 1/2/2026 379,500 389,400 9,9000.000.00 0.00ValueLLTaxINT18.900.00 18.900.00PUV ROLLBACKTax TTL2,498.24 2,582.31 84.072025001784CLONTZ, MICHAEL A& CLONTZ, MELVIE MPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated120 Union CountyCorrection Listing ReportPage 7 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : PUV RollbackCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal4,400.544,649.13248.59X1159004 RE 2025 1/21/2026 49,600 927,600 878,0000.000.00 0.00ValueLLTaxINT88.010.00 88.010.00PUV ROLLBACKTax TTL248.59 4,737.14 4,488.552025001843NMJSVG TOWNSHIP FARMS LLCPublic Notes:2,400.952,727.78326.83X1159004 RE 2024 1/21/2026 49,400 412,300 362,9000.000.00 0.00ValueLLTaxINT264.110.00 264.110.00PUV ROLLBACKTax TTL326.83 2,991.89 2,665.062025001843NMJSVG TOWNSHIP FARMS LLCPublic Notes:2,377.362,700.98323.62X1159004 RE 2023 1/21/2026 49,400 412,300 362,9000.000.00 0.00ValueLLTaxINT475.470.00 475.470.00PUV ROLLBACKTax TTL323.62 3,176.45 2,852.832025001843NMJSVG TOWNSHIP FARMS LLCPublic Notes:2,377.362,700.98323.62X1159004 RE 2022 1/21/2026 49,400 412,300 362,9000.000.00 0.00ValueLLTaxINT689.440.00 689.440.00PUV ROLLBACKTax TTL323.62 3,390.42 3,066.802025001843NMJSVG TOWNSHIP FARMS LLCPublic Notes:Tax 35,825.67 55,684.81 19,859.14Totals for Type PUV Rollback : ValueLL 0.00 0.00 0.005,967,380 9,404,140 3,436,760Tax TTL 35,825.67 58,134.90 22,309.23 0.00INT 0.00 2,450.09 2,450.09JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated121 Union CountyCorrection Listing ReportPage 8 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal4,731.834,778.4446.6102074004D RE 2025 1/22/2026 9,300 953,400 944,1000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CLERICAL ERRORTax TTL46.61 4,778.44 4,731.832025001850BAUCOM, MELISSA J& BAUCOM, ROBERT EUGENE JPublic Notes:1,708.132,396.26688.1304036025C RE 2025 1/9/2026 143,900 501,100 357,2000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CLERICAL ERRORTax TTL688.13 2,396.26 1,708.132025001819WILSON, DANIEL REID& WILSON, LAURAPublic Notes:1,590.612,079.93489.3204036025C RE 2024 1/9/2026 76,600 325,600 249,0000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CLERICAL ERRORTax TTL489.32 2,079.93 1,590.612025001819WILSON, DANIEL REID& WILSON, LAURAPublic Notes:340.902,320.741,979.8405075002 RE 2025 1/28/2026 413,500 484,700 71,2000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CLERICAL ERRORTax TTL1,979.84 2,320.74 340.902025001872THREE LAKES PRESERVE LLCPublic Notes:3,405.583,918.91513.3305141191 RE 2025 1/9/2026 106,900 816,100 709,2000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXEMPTIONSTATUS CHANGETax TTL513.33 3,918.91 3,405.582025001815EASTWOOD CONSTRUCTION PARNPublic Notes:590.562,825.342,234.7807150710 RE 2025 1/9/2026 343,600 434,400 90,8000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXEMPTIONSTATUS CHANGETax TTL2,234.78 2,825.34 590.562025001816STANLEY MARTIN HOMES LLCPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated122 Union CountyCorrection Listing ReportPage 9 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal2,885.732,901.4715.7408300357 RE 2025 1/9/2026 1,800 331,900 330,1000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXEMPTIONSTATUS CHANGETax TTL15.74 2,901.47 2,885.732025001814PULTE HOME COMPANY LLCPublic Notes:542.82542.820.0008303014E RE 2025 1/9/2026 0 112,200 112,2000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXEMPTIONSTATUS CHANGETax TTL0.00 542.82 542.822025001817PRESLAR, JOHNNYPublic Notes:211.18211.180.0008303014E RE 2024 1/9/2026 0 32,400 32,4000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXEMPTIONSTATUS CHANGETax TTL0.00 211.18 211.182025001817PRESLAR, JOHNNYPublic Notes:207.42207.420.0008303014E RE 2023 1/9/2026 0 32,400 32,4000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXEMPTIONSTATUS CHANGETax TTL0.00 207.42 207.422025001817PRESLAR, JOHNNYPublic Notes:201.63201.630.0008303014E RE 2022 1/9/2026 0 32,400 32,4000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00EXEMPTIONSTATUS CHANGETax TTL0.00 201.63 201.632025001817PRESLAR, JOHNNYPublic Notes:320.76548.15227.3909375065 RE 2025 1/22/2026 47,000 113,300 66,3000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE TOIMPROVEMENT ORLISTINGTax TTL227.39 548.15 320.762025001840MONTERO, JUAN LORENZO& QUINTERO, DIANA RAMERIEPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated123 Union CountyCorrection Listing ReportPage 10 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal102.33250.29147.9609375065 RE 2024 1/22/2026 22,700 38,400 15,7000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE TOIMPROVEMENT ORLISTINGTax TTL147.96 250.29 102.332025001840MONTERO, JUAN LORENZO& QUINTERO, DIANA RAMERIEPublic Notes:100.51245.84145.3309375065 RE 2023 1/22/2026 22,700 38,400 15,7000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE TOIMPROVEMENT ORLISTINGTax TTL145.33 245.84 100.512025001840MONTERO, JUAN LORENZO& QUINTERO, DIANA RAMERIEPublic Notes:97.70238.96141.2609375065 RE 2022 1/22/2026 22,700 38,400 15,7000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE TOIMPROVEMENT ORLISTINGTax TTL141.26 238.96 97.702025001840MONTERO, JUAN LORENZO& QUINTERO, DIANA RAMERIEPublic Notes:97.58238.66141.0809375065 RE 2021 1/22/2026 22,700 38,400 15,7000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE TOIMPROVEMENT ORLISTINGTax TTL141.08 238.66 97.582025001840MONTERO, JUAN LORENZO& QUINTERO, DIANA RAMERIEPublic Notes:177.18263.4286.2409375065 RE 2020 1/22/2026 11,000 33,600 22,6000.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE TOIMPROVEMENT ORLISTINGTax TTL86.24 263.42 177.182025001840MONTERO, JUAN LORENZO& QUINTERO, DIANA RAMERIEPublic Notes:23.2311,330.0111,306.78406797 PP 2025 1/20/2026 2,236,751 2,241,347 4,5962.320.00 2.32ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL11,306.78 11,332.33 25.552025001838A L BAUCOM TRANSPORTATIONPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated124 Union CountyCorrection Listing ReportPage 11 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal2,643.158,453.475,810.32407248 PP 2025 1/8/2026 1,164,859 1,694,761 529,9020.000.00 0.00ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL5,810.32 8,453.47 2,643.152025001808ASHCRAFT, JOHN A JRPublic Notes:7,318.4316,587.349,268.91407302 PP 2024 1/22/2026 1,376,230 2,462,857 1,086,6271,463.690.00 1,463.69ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL9,268.91 18,051.03 8,782.122025001853AUSTIN GRADING & FARM SERVPublic Notes:2,075.0614,663.1712,588.11407302 PP 2023 1/22/2026 1,921,849 2,238,652 316,803622.520.00 622.52ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL12,588.11 15,285.69 2,697.582025001853AUSTIN GRADING & FARM SERVPublic Notes:340.5811,825.2511,484.67407302 PP 2021 1/22/2026 1,755,261 1,807,313 52,052170.290.00 170.29ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL11,484.67 11,995.54 510.872025001853AUSTIN GRADING & FARM SERVPublic Notes:20.0615,631.9815,611.92407302 PP 2020 1/22/2026 1,921,231 1,923,699 2,46812.030.00 12.03ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL15,611.92 15,644.01 32.092025001853AUSTIN GRADING & FARM SERVPublic Notes:93.46194.68101.22409367 PP 2025 1/22/2026 21,225 40,823 19,5989.350.00 9.35ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL101.22 204.03 102.812025001854DOUG MCLAIN TRUCKING INCPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated125 Union CountyCorrection Listing ReportPage 12 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal132.66663.28530.62414605 PP 2025 1/27/2026 106,380 132,975 26,59513.2853.06 66.34ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL583.68 729.62 145.942025001867SOUTHERN PRIDE TURF FARMPublic Notes:179.14895.71716.57414605 PP 2024 1/27/2026 107,271 134,089 26,81835.8271.66 107.48ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL788.23 1,003.19 214.962025001866SOUTHERN PRIDE TURF FARMPublic Notes:167.06835.29668.23414605 PP 2023 1/27/2026 101,725 127,156 25,43150.1366.82 116.95ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL735.05 952.24 217.192025001866SOUTHERN PRIDE TURF FARMPublic Notes:167.19835.91668.72414605 PP 2022 1/27/2026 101,800 127,250 25,45066.8866.87 133.75ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL735.59 969.66 234.072025001866SOUTHERN PRIDE TURF FARMPublic Notes:167.47837.31669.84414605 PP 2021 1/27/2026 101,800 127,250 25,45083.7466.98 150.72ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL736.82 988.03 251.212025001866SOUTHERN PRIDE TURF FARMPublic Notes:207.351,036.71829.36414605 PP 2020 1/27/2026 101,800 127,250 25,450124.3982.94 207.33ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL912.30 1,244.04 331.742025001866SOUTHERN PRIDE TURF FARMPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated126 Union CountyCorrection Listing ReportPage 13 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal3,120.986,076.712,955.73414644 PP 2025 1/16/2026 338,107 695,117 357,010312.10295.57 607.67ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL3,251.30 6,684.38 3,433.082025001831SPIROFLOW SYSTEMS INCPublic Notes:36.18180.88144.70415076 PP 2025 1/22/2026 29,640 37,050 7,4103.6214.47 18.09ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL159.17 198.97 39.802025001852TELLOS COMPANY INCPublic Notes:8,816.7916,066.347,249.55416321 PP 2025 1/21/2026 829,278 1,837,834 1,008,556881.66724.96 1,606.62ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL7,974.51 17,672.96 9,698.4520250018481ST CHOICE GLASS INCPublic Notes:9,613.9620,311.6610,697.70416321 PP 2024 1/21/2026 980,990 1,862,601 881,6111,922.781,069.77 2,992.55ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL11,767.47 23,304.21 11,536.7420250018481ST CHOICE GLASS INCPublic Notes:2,345.1214,497.6312,152.51416321 PP 2023 1/21/2026 1,114,398 1,329,448 215,050703.581,215.25 1,918.83ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL13,367.76 16,416.46 3,048.7020250018481ST CHOICE GLASS INCPublic Notes:509.3213,731.5913,222.27416321 PP 2022 1/21/2026 1,212,496 1,259,201 46,705203.751,322.23 1,525.98ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL14,544.50 15,257.57 713.0720250018481ST CHOICE GLASS INCPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated127 Union CountyCorrection Listing ReportPage 14 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal98.2413,044.3212,946.08416321 PP 2021 1/21/2026 1,187,169 1,196,178 9,00949.141,294.61 1,343.75ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL14,240.69 14,388.07 147.3820250018481ST CHOICE GLASS INCPublic Notes:30.142,441.402,411.26578956 PP 2023 1/21/2026 237,586 240,556 2,9709.04241.13 250.17ValueLLTaxINT0.000.00 0.000.00TMA AUDITDISCOVERYTax TTL2,652.39 2,691.57 39.182025001842JM WAXHAW LLCPublic Notes:3,004.053,047.9543.90604819 PP 2025 1/9/2026 6,558 455,325 448,767300.404.39 304.79ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL48.29 3,352.74 3,304.452025001811APPLIED TECHNICAL SERVICESPublic Notes:349.681,609.221,259.54640891 PP 2025 1/27/2026 144,079 184,079 40,00034.98125.95 160.93ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL1,385.49 1,770.15 384.662025001864MAZ EXPRESS LLCPublic Notes:919.037,510.056,591.02658867 PP 2025 1/28/2026 1,368,568 1,559,396 190,82891.900.00 91.90ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL6,591.02 7,601.95 1,010.932025001869LONE WOLF LEASING LLCPublic Notes:99.4999.490.00661856 PP 2024 1/27/2026 0 9,123 9,12319.900.00 19.90ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL0.00 119.39 119.392025001863NLB CORP& JOSEPH, SCOTTPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated128 Union CountyCorrection Listing ReportPage 15 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal77.0877.080.00669527 PP 2025 1/14/2026 0 11,790 11,7907.710.00 7.71ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL0.00 84.79 84.792025001828C & C STRATEGIC PARTNERS LPublic Notes:636.16636.160.00669586 PP 2025 1/27/2026 0 72,770 72,77063.620.00 63.62ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL0.00 699.78 699.782025001865LA HERRADURA MEXICAN RESTAPublic Notes:793.56793.560.00669586 PP 2024 1/27/2026 0 72,770 72,770158.710.00 158.71ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL0.00 952.27 952.272025001865LA HERRADURA MEXICAN RESTAPublic Notes:793.56793.560.00669586 PP 2023 1/27/2026 0 72,770 72,770238.070.00 238.07ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL0.00 1,031.63 1,031.632025001865LA HERRADURA MEXICAN RESTAPublic Notes:118.76118.760.00669710 PP 2025 1/28/2026 0 24,732 24,73211.880.00 11.88ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL0.00 130.64 130.642025001870HAMILTON LIVING TRUSTPublic Notes:49.4249.420.00669717 PP 2025 1/23/2026 0 10,262 10,2624.940.00 4.94ValueLLTaxINT0.000.00 0.000.00UNLISTED REALOR PERSONALPROPERTYTax TTL0.00 54.36 54.362025001855FERGUSON, FRED ROBLEYPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated129 Union CountyCorrection Listing ReportPage 16 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - DiscoveryCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal130.91130.910.00669735 PP 2025 1/7/2026 0 26,202 26,2020.000.00 0.00ValueLLTaxINT0.000.00 0.000.00COUNTYTRANSFERTax TTL0.00 130.91 130.912025001803SHORT, BENJAMIN JACKSONPublic Notes:Tax 146,786.54 209,176.26 62,389.72Totals for Type Value Change - Discovery : ValueLL 6,716.66 14,388.88 7,672.2219,711,451 28,499,726 8,788,275Tax TTL 153,503.20 223,565.14 70,061.94 0.00INT 0.00 0.00 0.00Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(459.55)1,936.712,396.2604036025C RE 2025 1/9/2026 501,100 405,000 (96,100)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE VALUEPER BERTax TTL2,396.26 1,936.71 (459.55)2025001820WILSON, DANIEL REID& WILSON, LAURAPublic Notes:(5,316.28)4,854.8310,171.1108234018A RE 2025 1/23/2026 2,001,400 955,300 (1,046,100)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CHANGE VALUEDUE TO AN APPEALTax TTL10,171.11 4,854.83 (5,316.28)2025001858BROOKS, ERIC V& BROOKS, JULIE PPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated130 Union CountyCorrection Listing ReportPage 17 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(430.98)24.95455.9309015001A80 RE 2025 1/7/2026 60,300 3,300 (57,000)0.000.00 0.00ValueLLTaxINT0.000.00 0.00430.98CLERICAL ERRORTax TTL455.93 24.95 (430.98)2025001806BRASWELL, DORIS H& BRASWELL, JOHNNY PAULPublic Notes:0.001,424.111,424.112785169 PP 2025 1/9/2026 162,904 162,904 0(142.41)142.41 0.00ValueLLTaxINT0.000.00 0.0070.73LATE LISTPENALTY CHANGETax TTL1,566.52 1,424.11 (142.41)2025001822GERBER COLLISION (NORTHEASPublic Notes:(62.73)2.3165.04307118 PP 2025 1/5/2026 8,444 300 (8,144)(6.27)6.50 0.23ValueLLTaxINT0.000.00 0.000.00DUPLICATEASSESSMENTTax TTL71.54 2.54 (69.00)2025001801BAGDASARIAN, TIMOTHY FPublic Notes:(150.49)0.00150.49326032 PP 2025 1/27/2026 19,539 0 (19,539)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL150.49 0.00 (150.49)2025001862DEESE, RICHARD EUGENE IIPublic Notes:(12.72)0.0012.72356773 PP 2025 1/5/2026 2,512 0 (2,512)(1.27)1.27 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL13.99 0.00 (13.99)2025001797LINKER, TAMARA LEIGH& LINKER, RONALD KEITHPublic Notes:(17.67)0.0017.67356773 PP 2024 1/5/2026 2,644 0 (2,644)(1.77)1.77 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL19.44 0.00 (19.44)2025001797LINKER, TAMARA LEIGH& LINKER, RONALD KEITHPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated131 Union CountyCorrection Listing ReportPage 18 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(42.07)0.0042.07397767 PP 2025 1/20/2026 8,695 0 (8,695)(4.21)4.21 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL46.28 0.00 (46.28)2025001839TYSON, ANTHONY DPublic Notes:(118.76)0.00118.76399947 PP 2025 1/5/2026 24,732 0 (24,732)(11.88)11.88 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL130.64 0.00 (130.64)2025001798WALLACE, CAROL SIMMONSPublic Notes:(94.68)21.77116.45407433 PP 2025 1/5/2026 18,001 3,365 (14,636)(9.47)11.65 2.18ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL128.10 23.95 (104.15)2025001793CRUSE, BAILEY WILLIAMPublic Notes:(134.04)27.73161.77407433 PP 2024 1/5/2026 19,627 3,365 (16,262)(13.41)16.18 2.77ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL177.95 30.50 (147.45)2025001793CRUSE, BAILEY WILLIAMPublic Notes:(147.64)27.50175.14407433 PP 2023 1/5/2026 21,434 3,365 (18,069)(14.76)17.51 2.75ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL192.65 30.25 (162.40)2025001793CRUSE, BAILEY WILLIAMPublic Notes:(164.04)27.50191.54407433 PP 2022 1/5/2026 23,442 3,365 (20,077)(16.40)19.15 2.75ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL210.69 30.25 (180.44)2025001793CRUSE, BAILEY WILLIAMPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated132 Union CountyCorrection Listing ReportPage 19 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(164.04)27.50191.54407433 PP 2021 1/5/2026 23,442 3,365 (20,077)(16.40)19.15 2.75ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL210.69 30.25 (180.44)2025001793CRUSE, BAILEY WILLIAMPublic Notes:(138.83)0.00138.83410469 PP 2025 1/5/2026 20,739 0 (20,739)(13.88)13.88 0.00ValueLLTaxINT0.000.00 0.000.00BUSINESS CLOSEDTax TTL152.71 0.00 (152.71)2025001800H & K ENTERPRISES INC NCPublic Notes:(177.84)0.00177.84410469 PP 2024 1/5/2026 20,739 0 (20,739)(17.78)17.78 0.00ValueLLTaxINT0.000.00 0.000.00BUSINESS CLOSEDTax TTL195.62 0.00 (195.62)2025001800H & K ENTERPRISES INC NCPublic Notes:(170.43)0.00170.43410469 PP 2023 1/5/2026 20,739 0 (20,739)(17.04)17.04 0.00ValueLLTaxINT0.000.00 0.000.00BUSINESS CLOSEDTax TTL187.47 0.00 (187.47)2025001800H & K ENTERPRISES INC NCPublic Notes:(10.42)0.0010.42410898 PP 2025 1/16/2026 2,163 0 (2,163)(1.04)1.04 0.00ValueLLTaxINT0.000.00 0.000.00TAXPAYER MOVEDTax TTL11.46 0.00 (11.46)2025001834HURRICANE MERCHANTS LLCPublic Notes:(104.97)111.90216.87414891 PP 2025 1/8/2026 32,397 16,717 (15,680)(10.49)21.69 11.20ValueLLTaxINT0.000.00 0.000.00BUSINESS CLOSEDTax TTL238.56 123.10 (115.46)2025001807SUNMAR CONSTRUCTION INCPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated133 Union CountyCorrection Listing ReportPage 20 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(1,072.76)4,667.465,740.22415682 PP 2023 1/5/2026 698,494 567,956 (130,538)(214.55)465.54 250.99ValueLLTaxINT0.000.00 0.001,287.31DUPLICATEASSESSMENTTax TTL6,205.76 4,918.45 (1,287.31)2025001788UNITED VENEER INCPublic Notes:(1,126.66)4,993.736,120.39415682 PP 2022 1/5/2026 744,754 607,658 (137,096)(338.00)755.52 417.52ValueLLTaxINT0.000.00 0.001,464.66DUPLICATEASSESSMENTTax TTL6,875.91 5,411.25 (1,464.66)2025001788UNITED VENEER INCPublic Notes:(1,212.29)3,834.815,047.10415682 PP 2021 1/5/2026 614,601 466,976 (147,625)(484.92)1,027.60 542.68ValueLLTaxINT0.000.00 0.001,697.21DUPLICATEASSESSMENTTax TTL6,074.70 4,377.49 (1,697.21)2025001788UNITED VENEER INCPublic Notes:(103.57)22.91126.48415976 PP 2025 1/16/2026 26,263 4,757 (21,506)(10.36)12.65 2.29ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL139.13 25.20 (113.93)2025001832WDS EXPRESS INCPublic Notes:(153.70)33.99187.69415976 PP 2024 1/16/2026 29,180 5,285 (23,895)(15.37)18.77 3.40ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL206.46 37.39 (169.07)2025001832WDS EXPRESS INCPublic Notes:(168.43)37.26205.69415976 PP 2023 1/16/2026 32,423 5,873 (26,550)(16.84)20.57 3.73ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL226.26 40.99 (185.27)2025001832WDS EXPRESS INCPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated134 Union CountyCorrection Listing ReportPage 21 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(187.15)41.39228.54415976 PP 2022 1/16/2026 36,025 6,525 (29,500)(18.71)22.85 4.14ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL251.39 45.53 (205.86)2025001832WDS EXPRESS INCPublic Notes:(185.91)41.12227.03415976 PP 2021 1/16/2026 36,025 6,525 (29,500)(18.59)22.70 4.11ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL249.73 45.23 (204.50)2025001832WDS EXPRESS INCPublic Notes:(195.98)0.00195.98577491 PP 2025 1/5/2026 30,132 0 (30,132)(19.60)19.60 0.00ValueLLTaxINT0.000.00 0.000.00DUPLICATEASSESSMENTTax TTL215.58 0.00 (215.58)2025001787ACCORD HAULING TRANSPORT IPublic Notes:(453.96)28.70482.66577659 PP 2025 1/14/2026 72,103 4,287 (67,816)(45.39)48.26 2.87ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL530.92 31.57 (499.35)2025001826THE TERRA GROUP LLCPublic Notes:(688.37)38.70727.07577659 PP 2024 1/14/2026 84,790 4,513 (80,277)(129.10)132.97 3.87ValueLLTaxINT0.000.00 0.00817.47SOLD PP ASSETTax TTL860.04 42.57 (817.47)2025001826THE TERRA GROUP LLCPublic Notes:(23.08)608.03631.11600223 PP 2025 1/16/2026 97,559 93,991 (3,568)(2.29)63.11 60.82ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL694.22 668.85 (25.37)2025001833BKP TRUCKING LLCPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated135 Union CountyCorrection Listing ReportPage 22 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(235.39)0.00235.39620653 PP 2025 1/8/2026 50,666 0 (50,666)(23.54)23.54 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL258.93 0.00 (258.93)2025001809TYGER TRANSPORT LLCPublic Notes:(353.42)0.00353.42620653 PP 2024 1/8/2026 56,295 0 (56,295)(35.34)35.34 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL388.76 0.00 (388.76)2025001809TYGER TRANSPORT LLCPublic Notes:(8.74)2.6211.36621741 PP 2025 1/20/2026 1,300 300 (1,000)(0.88)1.14 0.26ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL12.50 2.88 (9.62)2025001837LOERA, AARON MAURICIOPublic Notes:(21.52)0.0021.52622260 PP 2025 1/14/2026 4,408 0 (4,408)(2.15)2.15 0.00ValueLLTaxINT0.000.00 0.000.00BUSINESS CLOSEDTax TTL23.67 0.00 (23.67)2025001827CLASSIC BOUNCE OF CHARLOTTPublic Notes:(180.72)0.00180.72624963 PP 2025 1/5/2026 37,895 0 (37,895)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CLERICAL ERRORTax TTL180.72 0.00 (180.72)2025001796PNC EQUIPMENT FINANCE LLCPublic Notes:(9.74)29.2639.00625009 PP 2025 1/5/2026 8,178 6,135 (2,043)0.000.00 0.00ValueLLTaxINT0.000.00 0.009.74CLERICAL ERRORTax TTL39.00 29.26 (9.74)2025001790SYNCHRONY BANKPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated136 Union CountyCorrection Listing ReportPage 23 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(164.64)0.00164.64625909 PP 2025 1/27/2026 21,376 0 (21,376)(16.46)16.46 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL181.10 0.00 (181.10)2025001860VARGAS, ROSA MARIAPublic Notes:(174.00)0.00174.00640584 PP 2025 1/5/2026 35,965 0 (35,965)0.000.00 0.00ValueLLTaxINT0.000.00 0.00174.00CLERICAL ERRORTax TTL174.00 0.00 (174.00)2025001794RED-D-ARC INCPublic Notes:(52.29)19.7272.01640962 PP 2025 1/20/2026 14,169 3,880 (10,289)(5.23)7.20 1.97ValueLLTaxINT0.000.00 0.000.00CHANGE TOIMPROVEMENT ORLISTINGTax TTL79.21 21.69 (57.52)2025001836ALEXANDER, JAMES KEVINPublic Notes:(12.94)33.1446.08644890 PP 2025 1/28/2026 9,224 6,634 (2,590)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00CLERICAL ERRORTax TTL46.08 33.14 (12.94)2025001871PRO MASTER GOLF INCPublic Notes:(21.35)0.0021.35646251 PP 2025 1/5/2026 2,772 0 (2,772)(2.14)2.14 0.00ValueLLTaxINT0.000.00 0.000.00DUPLICATEASSESSMENTTax TTL23.49 0.00 (23.49)2025001799GORDON, BOBBY WILLIAMPublic Notes:(44.41)0.0044.41651452 PP 2025 1/5/2026 5,080 0 (5,080)(4.44)4.44 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL48.85 0.00 (48.85)2025001791MARTIN, MESHAUNDA LETRICEPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated137 Union CountyCorrection Listing ReportPage 24 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(173.68)0.00173.68657602 PP 2025 1/27/2026 22,550 0 (22,550)(17.37)17.37 0.00ValueLLTaxINT0.000.00 0.000.00SOLD PP ASSETTax TTL191.05 0.00 (191.05)2025001861LOPEZ, GRACIELAPublic Notes:(401.00)0.00401.00657821 PP 2025 1/5/2026 52,065 0 (52,065)(40.10)40.10 0.00ValueLLTaxINT0.000.00 0.000.00CLERICAL ERRORTax TTL441.10 0.00 (441.10)2025001792BURNEY'S SWEETS & MOREPublic Notes:0.00241.63241.63660140 PP 2025 1/7/2026 36,958 36,958 0(24.16)24.16 0.00ValueLLTaxINT0.000.00 0.0017.88LATE LISTPENALTY CHANGETax TTL265.79 241.63 (24.16)2025001802AMH 2014-3 BORROWER LPPublic Notes:(562.12)0.00562.12665586 PP 2024 1/5/2026 87,395 0 (87,395)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00TAXPAYER MOVEDTax TTL562.12 0.00 (562.12)2025001795CARSON, KALAH LEE& CARSON, STEVEN DOUGLASPublic Notes:(28.17)0.0028.17665702 PP 2024 1/5/2026 4,400 0 (4,400)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00DUPLICATEASSESSMENTTax TTL28.17 0.00 (28.17)2025001789GAYMON, JACKPublic Notes:JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated138 Union CountyCorrection Listing ReportPage 25 of 252026/02/04 09:54:10 AMDate Posted between 1/1/2026 and 1/30/2026Correction Type : Value Change - ReleaseCorrection Property Key Source Year NameDatePostedCorrection ReasonRefundAmountCorrectedCorrectedDiffOriginal(55.74)434.80490.54668375 PP 2024 1/29/2026 78,137 69,258 (8,879)0.000.00 0.00ValueLLTaxINT0.000.00 0.000.00TAXPAYER MOVEDTax TTL490.54 434.80 (55.74)2025001877LYMAN, WILLIAM BUCKLEYPublic Notes:Tax 39,585.99 23,596.08 (15,989.91)Totals for Type Value Change - Release : ValueLL 3,107.29 1,323.28 (1,784.01)6,026,175 3,457,857 (2,568,318)Tax TTL 42,693.28 24,919.36 (17,773.92) 5,969.98INT 0.00 0.00 0.00Grand Totals :YearRefund Amount5,969.98Tax 224,504.89 292,341.95 67,837.06Value 42,149,02332,174,4075,888.21LL 9,823.95 15,712.169,974,616Tax TTL 234,328.84 310,504.20 76,175.365,969.98INT 0.00 2,450.09 2,450.09JMCMANUSCopyright (C) 1997-2026 DEVNET Incorporated139 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-124 Agenda Date:3/2/2026 TITLE:..title Change Order - Union County Jail Generator Replacement Project INFORMATION CONTACT: Linda Whitaker, Facilities and Fleet Management, Assistant Director of Design and Construction, 704 -420-2626 ACTION REQUESTED: 1) Authorize the County Manager to i) negotiate and execute an agreement substantially consistent with this agenda item, ii) exercise any renewal or extension term options set forth in the agreement, and iii) terminate the agreement if deemed in the best interest of the County, each in the County Manager’s discretion, and 2) adopt Capital Project Ordinances #259D and #288I. PRIOR BOARD ACTIONS: 1) February 6, 2023, Regular Meeting, Agenda Item # 23-043 - Accepted low bid and authorized award of construction contract for the Union County Jail Generator Replacement project. 2) December 2, 2024, Regular Meeting, Agenda Item # 24-822 - Approved change order 01 and adopted CPO #259B and CPO #367A for the UC Jail generator replacement project. BACKGROUND: The Union County Jail is currently served by a 160 kVA generator that is at the end of its service life. The project will replace the generator with a 600kVA generator currently owned by the County but not in service. The increased capacity of the replacement generator will allow more effective generator coverage for the Jail. During construction, the contractor encountered an unforeseen underground utility conflict and was unable to reuse the existing conduit(s) feeding the transformer as originally planned. This change order is for labor and materials to provide an alternate utility pathway and the rental of a 250K temporary generator needed to support emergency devices during outages necessary when connecting to the replacement generator. The contractor has submitted Change Order #2 in the amount of $60,577.00 to cover these unexpected costs. The original contract price was $348,711.00 and with this change order will increase to $409,288.00. This request also includes the adoption of CPO #259D and #288I to provide sufficient funds in the Jail Generator Replacement capital account, 40080113, to cover these additional costs. We are requesting the transfer of funds totaling $100,000.00 from the Jail Paint Block Walls and Floors, capital project 40080112, into the Jail Generator Replacement capital account, 40080113. Union County, NC Printed on 2/17/2026Page 1 of 2 powered by Legistar™140 File #:26-124 Agenda Date:3/2/2026 FINANCIAL IMPACT: The cost of this change order is $60,577.00. Upon approval of CPO#259D and #288I there will be sufficient funds in the Jail Generator Replacement capital account, 40080113, to cover this expense. Union County, NC Printed on 2/17/2026Page 2 of 2 powered by Legistar™141 Salas O'Brien / AME Sean Braunbeck, Director of Project Management 2/6/2026 142 UNION COUNTY, NORTH CAROLINA 2025-2026 CAPITAL PROJECT ORDINANCE #259D NOW, THEREFORE BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF UNION COUNTY, NORTH CAROLINA: Section I. That for the purpose of providing funds, together with any other available funds, for the following projects: UC Jail Generator Replacement UC Jail Domestic Water Alternate Source Piping Including the replacement of equipment, the acquisition and construction of new facilities, the acquisition and installation of necessary furnishings and equipment and the acquisition of interests in real property required therefore an addition of $100 ,000 is hereby appropriated for total project cost of $470,000. Section II. That it is estimated that the following revenues will be available during the construction period to meet the appropriations in Section I, as set forth in the following schedule: Transfer from EMS Fund Transfer from General Fund 2/3 GO Bond Proceeds $295,000 $75,000 $100,000 Section Ill. The attached CPO #259D chart is incorporated herein showing appropriations to date, reductions/additions as of this capital project ordinance , and the total appropriation. Section IV. That the finance officer is authorized from time to time to transfer as a loan from the General Fund or unspent County proceeds in the Capital Projects Funds, cash in an amount necessary to meet obligations until such time as financing is arranged , at which time repayment will be made and the finance officer is authorized to sign the Declaration of Official Intent to Reimburse Expenditures as required by Internal Revenue Service regulations. Section V. This capital project ordinance is adopted and effective this 17th day of February 2026. ATTEST: ___________________________ ______________________________ Lynn G. West, Brian Helms Clerk to the Board Chair, Union County Board of Commissioners 143 BUDGET REQUESTED BY FISCAL YEAR DATE Source Project Requested Revised Project Project Requested Revised Description and Code To Date Amendment Project Description and Code To Date Amendment Project General CIP Fund - Jail Maintenance General CIP Fund - Jail Maintenance IFT from EMS Fund 295,000 295,000 UC Jail Generator Replacement 370,000 100,000 470,000 IFT from General Fund 75,000 75,000 UC Jail Domestic Water Alternate Source Piping - - 2/3 GO Bond Proceeds - 100,000 100,000 - - Total 370,000 100,000 470,000 Total 370,000 100,000 470,000 EXPLANATION: Transfer GO bond proceeds from UC Jail Block Renovations Project (40080112) to the Jail Generator Replacement Project (40080113). DATE: 2/17/2026 APPROVED BY: Source Project Requested Revised Project Project Requested Revised Description and Code To Date Amendment Project Description and Code To Date Amendment Project General CIP Fund - Jail Maintenance General CIP Fund - Jail Maintenance UC Jail Generator Replacement UC Jail Generator Replacement IFT from EMS Fund 295,000 - 295,000 Buildings 370,000 100,000 470,000 40080113-4020 40080113-5580 IFT from General Fund 75,000 - 75,000 40080113-4010 GO Bond Proceeds - 100,000 100,000 40080113-4710 UC Jail Domestic Water Alternate Source Piping UC Jail Domestic Water Alternate Source Piping IFT from EMS Fund - - - Buildings - - - 40080145-4020 40080145-5580 Total 370,000 100,000 470,000 Total 370,000 100,000 470,000 Prepared By ga Posted By Date Number CPO - 259D BOCC/County Manager Lynn West/Clerk to the Board FOR FINANCE POSTING PURPOSES ONLY PROJECT SOURCES PROJECT USES PROJECT SOURCES PROJECT USES CAPITAL PROJECT ORDINANCE AMENDMENT General CIP Fund Chris Boyd FY 2026 February 17, 2026 144 UNION COUNTY, NORTH CAROLINA MAJOR INFRASTRUCTURE – 2025-2026 CAPITAL PROJECT ORDINANCE #288I NOW, THEREFORE BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF UNION COUNTY, NORTH CAROLINA: Section I. That for the purpose of providing funds, together with any other available funds, for the following projects: Major Infrastructure Projects; Union County Lock Project Enhancements Union County Jail Block Renovations Union County Three Commercial Washer & Dryer Replacement Government Center/Judicial – Building Envelope Repairs UC Progress Building Renovations Parks and Recreation Paving Jesse Helms Park- Park Amenities Improvements Historic Courthouse Phase 2 Renovation Main Library Replace Metal Architectural Panels Cane Creek Park Camp Store Patton Avenue Radio Shop Renovation SPCC Building A Renovation Needs SPCC Camera System SPCC Access Controls Including the replacement of equipment, the acquisition and construction of new facilities, the acquisition and installation of necessary furnishings and equipment and the acquisition of interests in real property required therefore, a reduction of $100,000 is hereby appropriated for total project cost of $30,566,693. Section II. That it is estimated that the following revenues will be available during the construction period to meet the appropriations in Section I, as set forth in the following schedule: 2/3rd GO Bond Proceeds $14,323,203 2/3rd GO Bond Proceeds Premiums $775,678 Investment Earnings $11,345 Interfund Transfer from General Fund $2,559,855 Interfund Transfer from EMS Fund $100,000 Installment Financing Proceeds $5,551,676 Intergovernmental Revenue $240,000 Previous GO Bond Proceeds $6,900,000 Federal Grant $104,936 Section III. The attached CPO #288I chart is incorporated herein showing appropriations to date, additions as of this capital project ordinance, and the total appropriation. Section IV. That the finance officer is authorized from time to time to transfer as a loan from the General Fund or unspent County proceeds in the Capital Projects Funds, cash in an amount necessary to meet obligations until such time as financing is arranged, at which time repayment will be made and the finance officer is authorized to sign the Declaration of Official Intent to Reimburse Expenditures as required by Internal Revenue Service regulations. Section V. This capital project ordinance is adopted and effective on the 17th day of February 2026. ATTEST: ___________________________ ______________________________ Lynn G. West, Brian Helms Clerk to the Board Chair, Union County Board of Commissioners 145 BUDGET REQUESTED BY FISCAL YEAR DATE Source Project Requested Revised Project Project Requested Revised Description and Code To Date Amendment Project Description and Code To Date Amendment Project Intergovernmental Revenue 240,000 - 240,000 Federal Grant 104,936 - 104,936 2/3rd Go Bond Proceeds 14,423,203 (100,000) 14,323,203 General Fund Major Infrastructure Needs 19,041,058 (100,000) 18,941,058 2/3rd Go Bond Proceeds Premiums 775,678 - 775,678 IFT From General Fund 2,559,855 - 2,559,855 SPCC Major Infrastructure Needs 11,625,635 - 11,625,635 IFT From General Fund/Old EMS Fund 100,000 - 100,000 Previous Go Bond Proceeds 6,900,000 - 6,900,000 Installment Financing Proceeds 5,551,676 - 5,551,676 Investment Earnings 11,345 - 11,345 Total 30,666,693 (100,000) 30,566,693 Total 30,666,693 (100,000) 30,566,693 EXPLANATION: Transfer GO bond proceeds from UC Jail Block Renovations Project (40080112) to the Jail Generator Replacement Project (40080113). DATE: 2/17/2026 APPROVED BY: Source Project Requested Revised Project Project Requested Revised Description and Code To Date Amendment Project Description and Code To Date Amendment Project UC Jail - Door Locks and Controls UC Jail - Door Locks and Controls IFT From General Fund 1,170,000 - 1,170,000 Building & Improvements 3,157,193 3,157,193 40080126-4010 40080126-5580 GO Bond Proceeds 1,585,000 1,585,000 40080126-4710 GO Bond Proceeds Premiums 390,848 - 390,848 40080126-4717 Investment Earnings 11,345 - 11,345 40080126-4010 UC Jail - Block Renovations UC Jail - Block Renovations GO Bond Proceeds 1,715,000 (100,000) 1,615,000 Building & Improvements 1,715,000 (100,000) 1,615,000 40080112-4710 40080112-5580 Parks and Recreation Paving Parks and Recreation Paving GO Bond Proceeds 232,460 232,460 Land and Improvements 232,460 232,460 40080075-4710 40080075-5570 Historic Courthouse - Phase 2 Renovation Historic Courthouse - Phase 2 Renovation GO Bond Proceeds 1,725,000 - 1,725,000 Building & Improvements 1,725,000 - 1,725,000 40080125-4710 40080125-5580 Jesse Helms Park - Park Amenities Improvements Jesse Helms Park - Park Amenities Improvements GO Bond Proceeds 500,000 - 500,000 Building & Improvements 500,000 - 500,000 40080167-4710 40080167-5580 Main Library - Replace Metal Architectural Panels Main Library - Replace Metal Architectural Panels GO Bond Proceeds 568,000 - 568,000 Building & Improvements 857,712 - 857,712 40080156-4710 40080156-5580 GO Bond Proceeds Premiums 74,712 - 74,712 40080156-4717 IFT From General Fund 215,000 - 215,000 40080156-4010 Cane Creek Park - New Camp Store Cane Creek Park - New Camp Store GO Bond Proceeds 850,000 - 850,000 Building & Improvements 950,000 - 950,000 40080100-4710 40080100-5580 GO Bond Proceeds Premiums 100,000 - 100,000 40080100-4717 Patton Avenue - Radio Shop Renovation Patton Avenue - Radio Shop Renovation IFT From General Fund 58,455 - 58,455 Other Equipment 993,455 - 993,455 40080160-4010 40080160-5550 GO Bond Proceeds 935,000 - 935,000 BOCC/County Manager Lynn West/Clerk to the Board FOR FINANCE POSTING PURPOSES ONLY PROJECT SOURCES PROJECT USES PROJECT SOURCES PROJECT USES CAPITAL PROJECT ORDINANCE AMENDMENT General CIP Fund Chris Boyd FY 2026 February 17, 2026 146 40080160-4710 UC Jail - Replace 3 Commercial Washers And Dryers UC Jail - Replace 3 Commercial Washers And Dryers GO Bond Proceeds 299,963 - 299,963 Other Equipment 399,963 - 399,963 40080173-4710 40080173-5550 IFT From EMS Fund 100,000 - 100,000 40080173-4020 Government Center/Judicial Center - Building Envelope Repairs - Phase 1 + 2 Government Center/Judicial Center - Building Envelope Repairs - Phase 1 + 2 IFT From General Fund 250,000 - 250,000 Building & Improvements 1,600,000 - 1,600,000 40080123-4010 40080123-5580 GO Bond Proceeds 1,350,000 - 1,350,000 40080123-4710 UC Progress Building UC Progress Building GO Bond Proceeds 675,000 - 675,000 Building & Improvements 6,777,560 - 6,777,560 40080159-4710 40080159-5580 Installment Financing Proceeds 5,551,676 - 5,551,676 Building & Improvements 131,170 - 131,170 40080159-4730 40080159-5260-14022 Intergovernmental Revenue 240,000 - 240,000 40080159-4280 IFT From General Fund 100,766 - 100,766 40080159-4010 GO Bond Proceeds Premiums 210,118 - 210,118 40080159-4717 Federal Grant 104,936 - 104,936 40080159-4315-14022 IFT From General Fund 26,234 - 26,234 40080159-4010-14022 SPCC Building A Renovation Needs SPCC Building A Renovation Needs GO Bond Proceeds 10,740,000 - 10,740,000 Payments to Other Governments 10,740,000 - 10,740,000 40080093-4710 40080093-5630 SPCC Camera System SPCC Camera System IFT From General Fund 218,036 218,036 Payments to Other Governments 218,036 218,036 40080161-4010 40080161-5630 SPCC Access Controls SPCC Access Controls IFT From General Fund 21,364 21,364 Payments to Other Governments 669,144 669,144 40080162-4010 40080162-5630 GO Bond Proceeds 647,780 - 647,780 40080162-4710 Total 30,666,693 (100,000) 30,566,693 Total 30,666,693 (100,000) 30,566,693 Prepared By ga Posted By Date Number CPO - 288I 147 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-112 Agenda Date:3/2/2026 TITLE:..title Wastewater Treatment Capacity - Monthly Update INFORMATION CONTACT: John Shutak, Union County Water, Engineering Director, 704-283-3651 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: Union County Water is closely monitoring the wastewater treatment capacities at our Water Reclamation Facilities. Permitting Capacity is evaluated using the Actual Plant Flows plus the Permitted/Obligated Flows (unconnected). Union County Water was asked to provide regular updates. Plant flow information through December 2025 is summarized in the attached table. Twelve Mile Creek ·Percent of Actual Flows = 69.9% ·Percent of Actual + Permitted Flows = 88.8% ·Actual Flows (MGD)= 5.246 ·Actual + Permitted Obligated Flows (MGD)= 6.658 Crooked Creek ·Percent of Actual Flows = 62.3% ·Percent of Actual + Permitted Flows = 89.0% ·Actual Flows (MGD)= 1.184 ·Actual + Permitted Obligated Flows (MGD)= 1.691 Olde Sycamore ·Percent of Actual Flows = 26.0% ·Percent of Actual + Permitted Flows = 26.0% ·Actual Flows (MGD)= 0.039 ·Actual + Permitted Obligated Flows (MGD)= 0.039 Tallwood ·Percent of Actual Flows = 44.0% Union County, NC Printed on 2/17/2026Page 1 of 2 powered by Legistar™148 File #:26-112 Agenda Date:3/2/2026 ·Percent of Actual + Permitted Flows = 44.0% ·Actual Flows (MGD)= 0.022 ·Actual + Permitted Obligated Flows (MGD)= 0.022 Grassy Branch ·Percent of Actual Flows = 82.0% ·Percent of Actual + Permitted Flows = 84.0% ·Actual Flows (MGD)= 0.041 ·Actual + Permitted Obligated Flows (MGD)= 0.042 In addition to the wastewater treatment capacities, flow volumes associated with development projects that are in the planning and review process within the Twelve Mile Creek and Crooked Creek WRF service areas are provided for information as well. Development flow volumes through December 2025 are summarized in the attached tables. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 2 of 2 powered by Legistar™149 Water Reclamation Facility Flows WRF Permitted Capacity (MGD) Actual Average Daily Flow1 (MGD) Percent of Actual Flow Used Actual + Permitted Obligated Flows (MGD) Percent of Permitted Flow Used Actual Rainfall (in) Twelve Mile Creek 7.5 5.246 69.9% 6.658 88.8% 2.5 Crooked Creek 1.9 1.184 62.3% 1.691 89.0% 1.9 Olde Sycamore 0.15 0.039 26.0% 0.039 26.0% 2.1 Tallwood 0.05 0.022 44.0% 0.022 44.0% 2.1 Grassy Branch 0.05 0.041 82.0% 0.042 84.0% 1.7 1Based on a 12-month rolling average. Development Flows 12-Mile Creek WRF Backlog Type Number of Projects Requested Flow (MGD) Approved – Permit Submittal Pending 2 0.081 Engineering Plan Review 18 0.851 Sketch Plan Review 13 0.278 Totals 33 1.210 Crooked Creek WRF Backlog Type Number of Projects Requested Flow (MGD) Approved – Permit Submittal Pending 3 0.073 Engineering Plan Review 5 0.197 Sketch Plan Review 6 0.137 Totals 14 0.407 150 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-118 Agenda Date:3/2/2026 TITLE:..title Communications Monthly Report - January 2026 INFORMATION CONTACT: Liz Cooper, Public Communications, Director, 704-283-3587 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: This report provides valuable metrics and insights into communication platforms and our efforts to collaborate with all County departments to inform and engage residents, promote programs and services, and strengthen internal and external communications. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™151 Communications Monthly Report January 2026 152 Departments Supported Projects Completed Top Projects 21162 The team worked closely with Public Health to develop and coordinate timely and accurate messages across multiple platforms to address a 170+ measles quarantine order issued to a local private school. This included press releases, FAQs, signage, a dedicated measles webpage, social media updates, and internal communications to help residents and sta understand exposure risks, quarantine requirements, and prevention options. Measles Quarantine Orders Public Communications worked with the Tax Administration Oce to encourage residents and businesses to update their tax listings in January. This year, we created new informational videos, wrote a news story, and developed a week-long social media campaign. Additionally, the Personal Property team hosted an in-person workshop and Q&A about tax listings at the Government Center ahead of the deadline. Tax Listings Back-to-back winter storms resulted in the largest communications campaign to date. From internal and external emergency alerts to numerous press releases, operational adjustments, shelter communi- cations, dozens of social media projects, new videos, and more, our campaign for Winter Storms Fern and Gianna were comprehensive and well executed. Winter Storms January 2026 153 Engagement rate is calculated by dividing the total number of interactions on a post (likes, comments, shares, clicks) by the total number of impressions that post received, then multiplying by 100 to get a percentage. Impressions are the number of times a user sees a post. Reach refers to the total number of individuals who saw a speciﬁc post on social media. Total Followers Social Media Top Posts Sprout Automated Webchat Total Engagements Let’s Chat Website Visits unioncountync.gov Top WebpagesTop Search Terms Website 409,784 25% vs. previous month Facebook 11.1% Engagement Rate 148,374 Reach Instagram .4 % Engagement Rate 12,553 Impressions LinkedIn 8.8% Engagement Rate 1,667 Impressions 43,940 809 GIS & Mapping Taxes & Property Register of Deeds Passport Property Tax Jobs Business Personal Property Listing Birth Certiﬁcate January 2026 154 unioncountync.gov Creative Highlights Video Engagement CompletedReceived Public Records Requests Media Interactions YouTube Stay Warm Safely (Short) 449 Views 1.1 Hours Watch Time Instagram Stay Warm Safely 1,946 Views Facebook Stay Warm Safely 6,749 Views 344458 Winter Storm Emergency Graphics Reappraisal Postcard January 2026 155 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-119 Agenda Date:3/2/2026 TITLE:..title Tax Refunds, Releases and Prorations Approved by Finance Officer INFORMATION CONTACT: Beverly Liles, Finance, Director, 704-283-3675 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: On September 8, 2020, the Board of Commissioners adopted a Resolution Delegating Authority for Tax Releases and Refunds of less than $100 to Union County's Finance Officer. The resolution and NC GS 105-381(b) require such refunds to be reported to the Board regarding actions taken on requests for releases or refunds. All such actions shall be recorded in the Board's minutes. NC GS 105-330.6 authorizes the tax collector to direct an order for a tax refund of prorated taxes to the county finance officer related to surrendering of registered motor vehicle plates. The finance officer shall issue a refund to the vehicle owner. The attached report is for January 2026 NCVTS releases and refunds less than $100 and prorations approved by the finance officer. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™156 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change 001 TAX ($1.54)$0.00 024 TAX ($0.88)$0.00 003 TAX ($0.14)$0.00 005 TAX ($0.06)$0.00 004 TAX ($0.53)$0.00 002 TAX ($3.67)$0.00 Refund 001 TAX ($6.29)$0.00 500 TAX ($14.83)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($2.01)$0.00 003 TAX ($0.67)$0.00 005 TAX ($0.15)$0.00 004 TAX ($1.13)$0.00 002 TAX ($14.42)$0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($7.83)$0.00 200 VEHICLE FEE ($30.00)$0.00 027 TAX $0.95 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($7.89)$0.00 980 TAX ($1.40)$0.00 021 TAX ($3.79)$0.00 003 TAX ($0.74)$0.00 005 TAX ($0.32)$0.00 004 TAX ($2.73)$0.00 002 TAX ($18.80)$0.00 Refund 001 TAX ($10.81)$0.00 600 TAX ($12.26)$0.00 019 TAX ($4.22)$0.00 003 TAX ($1.16)$0.00 005 TAX ($0.26)$0.00 004 TAX ($1.93)$0.00 002 TAX ($24.79)$0.00 Refund 001 TAX ($2.77)$0.00 700 TAX ($4.66)$0.00 700 VEHICLE FEE $0.00 $0.00 020 TAX ($1.14)$0.00 003 TAX ($0.26)$0.00 005 TAX ($0.11)$0.00 004 TAX ($0.96)$0.00 002 TAX ($6.62)$0.00 Refund 001 TAX ($18.07)$0.00 930 TAX ($3.22)$0.00 016 TAX ($9.09)$0.00 003 TAX ($1.70)$0.00 005 TAX ($0.72)$0.00 004 TAX ($6.26)$0.00 002 TAX ($43.06)$0.00 Refund 001 TAX ($6.51)$0.00 015 TAX ($2.20)$0.00 003 TAX ($0.70)$0.00 005 TAX ($0.15)$0.00 004 TAX ($1.16)$0.00 002 TAX ($14.92)$0.00 Refund 001 TAX ($7.84)$0.00 015 TAX ($3.31)$0.00 003 TAX ($0.74)$0.00 005 TAX ($0.31)$0.00 004 TAX ($2.71)$0.00 002 TAX ($18.68)$0.00 Refund ADCOCK, EDDIE RICHARDSON 2824 L J WHITLEY RD North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change ($3.67) $6.82 AUFDERHEIDE, MARCY DIANE AUFDERHEIDE, MARCY DIANE 35174 CARNATION LN FORT MILL, SC 29707 Proration 0060537131 HLE8467 AUTHORIZED 959223536 Refund Generated due to proration on Bill #0060537131-2024- 2024-0000-00 Vehicle Sold ($1.54) ($0.88) ($0.14) ($0.06) ($0.53) 719415636 Refund Generated due to adjustment on Bill #0068228759- 2025-2025-0000-00 Over Assessment 1/2/2026MONROE, NC 28112 Adjustment < $100 0068228759 EFJ1221 PENDINGADCOCK, EDDIE RICHARDSON BAKER, CHETT WRISTON BAKER, CHETT WRISTON 6803 UNIONVILLE BRIEF RD 1/2/2026 1/5/2026 ($6.29) ($14.83) $0.00 ($2.01) ($0.67) ($0.15) ($1.13) ($14.42) $39.50 BAKER, JIMMY SHAWN 5022 MAMMOTH OAKS DR $0.00 $0.00 $0.00 $36.88 $0.00 ($7.83) ($30.00) $0.95 $0.00960088488 Refund Generated due to adjustment on Bill #0088160941- 2025-2025-0000 Situs error 1/7/2026MONROE, NC 28110 Adjustment < $100 0088160941 WT0887 PENDING ($2.73) ($18.80) $35.67 BOSOVETS, EDUARD BOSOVETS, EDUARD 601 PICKETTS CIR INDIAN TRAIL, NC 28079 Proration 0085386845 VFZ1574 AUTHORIZED 841058666 Refund Generated due to proration on Bill #0085386845-2024- 2024-0000-00 ($7.89) ($1.40) ($3.79) ($0.74) ($0.32)843524101 Refund Generated due to proration on Bill #0058708827-2025- 2025-0000-00 Vehicle Sold 1/27/2026 1/28/2026MONROE, NC 28110 Proration 0058708827 KL1246 AUTHORIZEDBAKER, JIMMY SHAWN BOULLION, GAGE MASON BOULLION, GAGE MASON 1410 MAY APPLE DR Vehicle Sold 1/12/2026 1/13/2026 ($10.81) ($12.26) ($4.22) ($1.16) ($0.26) ($1.93) ($24.79) $55.43 ($0.11) ($0.96) ($6.62) $16.52 ($2.77) ($4.66) $0.00 ($1.14) ($0.26)960367144 Refund Generated due to adjustment on Bill #0088491680- 2025-2025-0000-00 SLVG or RBLT TTL 1/8/2026STALLINGS, NC 28104 Adjustment < $100 0088491680 LMH5961 PENDING ($18.07) ($3.22) ($9.09) ($1.70) ($0.72)842946454 Refund Generated due to proration on Bill #0063012464-2025- 2025-0000-00 Vehicle Sold 1/23/2026 1/27/2026INDIAN TRAIL, NC 28079 Proration 0063012464 HMS2236 AUTHORIZED BOWLING, STARLA RICHARDSON BOWLING, STARLA RICHARDSON 425 FOXGLOVE LN Reg . Out of state 1/27/2026 1/28/2026 ($6.51) ($2.20) ($0.70) ($0.15) ($1.16) ($14.92) $25.64 ($6.26) ($43.06) $82.12 BRAZELL, MADELINE HOLLAND BROWN, MADELINE HOLLAND 2707 W SCHELLRIDGE RD JEFFERSON CITY, MO 65109 Proration 0071108319 KDM9052 AUTHORIZED 723020856 Refund Generated due to proration on Bill #0071108319-2024- 2024-0000-00 ($7.84) ($3.31) ($0.74) ($0.31) ($2.71) 723020832 Refund Generated due to proration on Bill #0086717364-2025- 2025-0000-00 Reg . Out of state 1/27/2026 1/28/2026 JEFFERSON CITY, MO 65109 Proration 0086717364 LKV9611 AUTHORIZED BRAZZELL, MADELINE HOLLAND BRAZZELL, MADELINE HOLLAND 2707 W SCHELLRIDGE RD ($18.68) $33.59 Page 1 of 15 157 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX $0.00 $0.00 200 TAX ($37.19)$0.00 200 VEHICLE FEE ($30.00)$0.00 015 TAX $4.08 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($5.98)$0.00 026 TAX ($1.46)$0.00 003 TAX ($0.64)$0.00 005 TAX ($0.14)$0.00 004 TAX ($1.07)$0.00 002 TAX ($13.71)$0.00 Refund 001 TAX ($23.16)$0.00 700 TAX ($30.65)$0.00 023 TAX ($7.27)$0.00 003 TAX ($2.48)$0.00 005 TAX ($0.55)$0.00 004 TAX ($4.15)$0.00 002 TAX ($53.10)$0.00 Refund 001 TAX ($27.07)($1.78) 014 TAX ($10.59)($0.69) 003 TAX ($2.55)($0.16) 005 TAX ($1.08)($0.07) 004 TAX ($9.37)($0.60) 002 TAX ($64.49)($4.18) Refund 001 TAX $0.00 $0.00 600 TAX $22.35 $1.12 200 TAX ($60.70)($3.04) 200 VEHICLE FEE ($30.00)$0.00 020 TAX $6.46 $0.32 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($3.49)$0.00 980 TAX ($0.43)$0.00 021 TAX ($1.44)$0.00 003 TAX ($0.37)$0.00 005 TAX ($0.08)$0.00 004 TAX ($0.62)$0.00 002 TAX ($8.00)$0.00 Refund 001 TAX ($32.90)$0.00 600 TAX ($49.76)$0.00 023 TAX ($12.49)$0.00 003 TAX ($3.10)$0.00 005 TAX ($1.32)$0.00 004 TAX ($11.38)$0.00 002 TAX ($78.38)$0.00 Refund 001 TAX ($27.02)$0.00 200 TAX ($83.21)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($2.89)$0.00 005 TAX ($0.64)$0.00 004 TAX ($4.84)$0.00 002 TAX ($61.96)$0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($101.51)$0.00 200 VEHICLE FEE ($30.00)$0.00 500 TAX $77.77 $0.00 500 VEHICLE FEE $25.00 $0.00 028 TAX $10.56 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 1/7/2026 $0.00 ($37.19) ($30.00) $4.08 $0.00 $0.00 $0.00 $0.00 $63.11 BUMGARNER, ANDREW THOMAS BUMGARNER, ANDREW THOMAS 1521 BROOKSLAND PL WAXHAW, NC 28173 Adjustment < $100 0084557871 RCF4711 PENDING 960087944 Refund Generated due to adjustment on Bill #0084557871- 2024-2024-0000 Situs error ($5.98) ($1.46) ($0.64) ($0.14) ($1.07) 720275088 Refund Generated due to proration on Bill #0065260417-2024- 2024-0000-00 Vehicle Sold 1/8/2026 1/9/2026WAXHAW, NC 28173 Proration 0065260417 RDE1199 AUTHORIZEDCAO, CHUNXIA CAO, CHUNXIA 8906 DARTINGTON LN 1/30/2026 2/3/2026 ($23.16) ($30.65) ($7.27) ($2.48) ($0.55) ($4.15) ($53.10) $121.36 ($13.71) $23.00 CASKEY, GREGORY WAYNE CASKEY, GREGORY WAYNE CASKEY, SHERRY MORAN 7016 PECAN DR INDIAN TRAIL, NC 28079 Proration 0078030722 LAP1643 AUTHORIZED 844089484 Refund Generated due to proration on Bill #0078030722-2024- 2024-0000-00 Vehicle Totalled ($28.85) ($11.28) ($2.71) ($1.15) ($9.97) 723020766 Refund Generated due to proration on Bill #0086864105-2025- 2025-0000-00 Vehicle Sold 1/27/2026 1/28/2026MONROE, NC 28112 Proration 0086864105 LLK2658 AUTHORIZEDCASSADA, JOHNNY EUGENE CASSADA, JOHNNY EUGENE 2316 STACK RD 1/7/2026 $0.00 $23.47 ($63.74) ($30.00) $6.78 $0.00 $0.00 $0.00 $0.00 $63.49 ($68.67) $122.63 CHAMBERS, DEQUAN DKHARY CHAMBERS, DEQUAN DKHARY 283 UNIONVILLE INDIAN TRAIL RD INDIAN TRAIL, NC 28079 Adjustment < $100 0085472281 LBJ9247 PENDING 1080099477 Refund Generated due to adjustment on Bill #0085472281- 2024-2024-0000 Situs error ($3.49) ($0.43) ($1.44) ($0.37) ($0.08)841777608 Refund Generated due to proration on Bill #0030961546-2024- 2024-0000-00 Vehicle Sold 1/16/2026 1/20/2026MONROE, NC 28110 Proration 0030961546 CME1965 AUTHORIZED CROTTS, BRADLEY DARREN CROTTS, BRADLEY DARREN CROTTS, JOAN MICHELLE 508 VICTORIA PL Vehicle Sold 1/12/2026 1/15/2026 ($32.90) ($49.76) ($12.49) ($3.10) ($1.32) ($11.38) ($78.38) $189.33 ($0.62) ($8.00) $14.43 DAOOD, WAFA DOKMAK DAOOD, WAFA DOKMAK 1715 WOODEND DR INDIAN TRAIL, NC 28079 Proration 0081034063 VEP4415 AUTHORIZED 841057910 Refund Generated due to proration on Bill #0081034063-2025- 2025-0000-00 DAVIS, TIFFANY RUTH DAVIS, TIFFANY RUTH 3607 TRUXTON CT WAXHAW, NC 28173 Adjustment < $100 0084359974 LAX6042 PENDING 1200110100 Refund Generated due to adjustment on Bill #0084359974- 2024-2024-0000 ($27.02) ($83.21) $0.00 ($2.89) ($0.64)839771681 Refund Generated due to proration on Bill #0070735110-2024- 2024-0000-00 Vehicle Sold 1/5/2026 1/6/2026MONROE, NC 28110 Proration 0070735110 TEM1480 AUTHORIZED DARJI, MAHESHKUMAR RATILAL DARJI, MAHESHKUMAR RATILAL 3302 SARA MAGARET DR Situs error 1/7/2026 $0.00 ($101.51) ($30.00) $77.77 $25.00 $10.56 $0.00 $0.00 $0.00 $0.00 $18.18 ($4.84) ($61.96) $180.56 Page 2 of 15 158 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($6.62)$0.00 028 TAX ($2.12)$0.00 003 TAX ($0.71)$0.00 005 TAX ($0.16)$0.00 004 TAX ($1.18)$0.00 002 TAX ($15.17)$0.00 Refund 001 TAX ($1.30)$0.00 200 TAX ($4.01)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($0.14)$0.00 005 TAX ($0.03)$0.00 004 TAX ($0.23)$0.00 002 TAX ($2.98)$0.00 Refund 001 TAX ($35.62)$0.00 800 TAX ($5.45)$0.00 026 TAX ($8.68)$0.00 003 TAX ($3.82)$0.00 005 TAX ($0.85)$0.00 004 TAX ($6.37)$0.00 002 TAX ($81.67)$0.00 Refund 001 TAX ($7.07)$0.00 300 TAX ($14.73)$0.00 300 VEHICLE FEE $0.00 $0.00 022 TAX ($3.70)$0.00 003 TAX ($0.76)$0.00 005 TAX ($0.17)$0.00 004 TAX ($1.27)$0.00 002 TAX ($16.22)$0.00 Refund 001 TAX $0.00 $0.00 930 TAX $0.68 $0.00 200 TAX ($17.03)$0.00 200 VEHICLE FEE ($30.00)$0.00 016 TAX $2.05 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($27.35)$0.00 500 TAX ($64.53)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($8.76)$0.00 003 TAX ($2.93)$0.00 005 TAX ($0.65)$0.00 004 TAX ($4.89)$0.00 002 TAX ($62.72)$0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($72.01)$0.00 200 VEHICLE FEE ($30.00)$0.00 026 TAX $5.70 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($14.20)$0.00 200 TAX ($43.74)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($1.52)$0.00 005 TAX ($0.34)$0.00 004 TAX ($2.54)$0.00 002 TAX ($32.57)$0.00 Refund 001 TAX ($6.66)$0.00 027 TAX ($3.14)$0.00 003 TAX ($0.63)$0.00 005 TAX ($0.27)$0.00 004 TAX ($2.30)$0.00 002 TAX ($15.87)$0.00 Refund DUCKETT, SHARON ANN DUCKETT, SHARON ANN 2801 IVEYWOOD DR MONROE, NC 28110 Proration 0008788467 HMK7391 AUTHORIZED 841777496 Refund Generated due to proration on Bill #0008788467-2024- 2024-0000-00 Vehicle Sold ($6.62) ($2.12) ($0.71) ($0.16) ($1.18) 719805372 Refund Generated due to proration on Bill #0060969802-2024- 2024-0000-00 Vehicle Sold 1/5/2026 1/6/2026WAXHAW, NC 28173 Proration 0060969802 THD2839 AUTHORIZEDDOKKEN, LAURA LOUISE DOKKEN, LAURA LOUISE 6901 SHADY OAK LN DUNCAN, MARK DEVAULT DUNCAN, STACEY KIGHT 2237 GREENBROOK PKWY 1/16/2026 1/20/2026 ($1.30) ($4.01) $0.00 ($0.14) ($0.03) ($0.23) ($2.98) $8.69 ($15.17) $25.96 ($6.37) ($81.67) $142.46 EARNHARDT, PATRICIA BEAVER EARNHARDT, PATRICIA BEAVER PO BOX 332 WINGATE, NC 28174 Proration 0076675337 VCH3279 AUTHORIZED 964672736 Refund Generated due to proration on Bill #0076675337-2024- 2024-0000-00 ($35.62) ($5.45) ($8.68) ($3.82) ($0.85)842702287 Refund Generated due to proration on Bill #0081867411-2024- 2024-0000-00 Vehicle Sold 1/22/2026 1/23/2026MATTHEWS, NC 28104 Proration 0081867411 RCY3473 AUTHORIZEDDUNCAN, MARK DEVAULT FELIPE JUAN, ANA FELIPE JUAN, ANA 1127 NC HIGHWAY 218 W Vehicle Sold 1/30/2026 2/3/2026 ($7.07) ($14.73) $0.00 ($3.70) ($0.76) ($0.17) ($1.27) ($16.22) $43.92 $0.00 $0.00 $0.00 $0.00 $44.30 $0.00 $0.68 ($17.03) ($30.00) $2.051079753958 Refund Generated due to adjustment on Bill #0083560739- 2024-2024-0000 Situs error 1/6/2026INDIAN TRAIL, NC 28079 Adjustment < $100 0083560739 LHZ2741 PENDING FREDERICK, BAILEY JORDAN FREDERICK, BAILEY JORDAN FREDERICK, ROBERT GROME 2200 WALDEN WOODS CT ($0.65) ($4.89) ($62.72) $171.83 ($27.35) ($64.53) $0.00 ($8.76) ($2.93)960367592 Refund Generated due to proration on Bill #0071354913-2024- 2024-0000-00 Vehicle Sold 1/8/2026 1/9/2026WAXHAW, NC 28173 Proration 0071354913 EDL3077 AUTHORIZEDFERRETTI, ANTHONY ROCCO FERRETTI, ANTHONY ROCCO 1925 ABBOTTS CREEK RD $0.00 $0.00 $0.00 $96.31 $0.00 ($72.01) ($30.00) $5.70 $0.00959781392 Refund Generated due to adjustment on Bill #0083786165- 2024-2024-0000 Situs error 1/6/2026WAXHAW, NC 28173 Adjustment < $100 0083786165 JBS2930 PENDING ($14.20) ($43.74) $0.00 ($1.52) ($0.34)839808480 Refund Generated due to proration on Bill #0085736772-2024- 2024-0000-00 Vehicle Totalled 1/6/2026 1/7/2026MONROE, NC 28112 Proration 0085736772 FFW8601 AUTHORIZEDFRIGO, LANCE FRIGO, LANCE 1649 HONEY TRL Vehicle Totalled 1/12/2026 1/13/2026 ($6.66) ($3.14) ($0.63) ($0.27) ($2.30) ($15.87) $28.87 ($2.54) ($32.57) $94.91 GALEANA, AMBROCIO NAVA GALEANA, AMBROCIO NAVA 4617 SMITH TOWN RD MARSHVILLE, NC 28103 Proration 0087800440 LKW3708 AUTHORIZED 720908160 Refund Generated due to proration on Bill #0087800440-2025- 2025-0000-00 Page 3 of 15 159 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($16.93)$0.00 800 TAX ($2.59)$0.00 026 TAX ($4.12)$0.00 003 TAX ($1.81)$0.00 005 TAX ($0.40)$0.00 004 TAX ($3.03)$0.00 002 TAX ($38.81)$0.00 Refund 001 TAX ($57.94)$0.00 800 TAX ($8.87)$0.00 026 TAX ($14.13)$0.00 003 TAX ($6.21)$0.00 005 TAX ($1.38)$0.00 004 TAX ($10.37)$0.00 002 TAX ($132.85)$0.00 Refund 001 TAX ($49.02)($2.46) 026 TAX ($11.95)($0.60) 003 TAX ($5.26)($0.26) 005 TAX ($1.17)($0.06) 004 TAX ($8.77)($0.43) 002 TAX ($112.40)($5.62) Refund 001 TAX $0.00 $0.00 200 TAX ($49.85)$0.00 200 VEHICLE FEE ($30.00)$0.00 017 TAX $8.08 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($27.24)$0.00 500 TAX ($64.25)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($8.73)$0.00 003 TAX ($2.92)$0.00 005 TAX ($0.65)$0.00 004 TAX ($4.87)$0.00 002 TAX ($62.45)$0.00 Refund 001 TAX ($15.73)$0.00 500 TAX ($37.11)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($5.04)$0.00 003 TAX ($1.69)$0.00 005 TAX ($0.38)$0.00 004 TAX ($2.81)$0.00 002 TAX ($36.07)$0.00 Refund 001 TAX ($442.80)$0.00 800 TAX ($137.88)$0.00 026 TAX ($119.76)$0.00 003 TAX ($41.75)$0.00 005 TAX ($17.73)$0.00 004 TAX ($153.25)$0.00 002 TAX ($1,054.98)$0.00 Refund 001 TAX ($59.06)$0.00 500 TAX ($139.33)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($18.93)$0.00 003 TAX ($6.33)$0.00 005 TAX ($1.41)$0.00 004 TAX ($10.57)$0.00 002 TAX ($135.43)$0.00 Refund 001 TAX ($1.81)$0.00 023 TAX ($0.57)$0.00 003 TAX ($0.19)$0.00 005 TAX ($0.04)$0.00 004 TAX ($0.32)$0.00 002 TAX ($4.14)$0.00 Refund ($16.93) ($2.59) ($4.12) ($1.81) ($0.40)839770981 Refund Generated due to proration on Bill #0085416348-2024- 2024-0000-00 Vehicle Sold 1/5/2026 1/6/2026MATTHEWS, NC 28104 Proration 0085416348 WTF8028 AUTHORIZEDGARNER, GEORGE JOSEPH GARNER, GEORGE JOSEPH GARNER, KATHRYN LAW 8336 LAKE PROVIDENCE DR Vehicle Sold 1/12/2026 1/13/2026 ($57.94) ($8.87) ($14.13) ($6.21) ($1.38) ($10.37) ($132.85) $231.75 ($3.03) ($38.81) $67.69 GHANNAM, MOHAMMAD BACHAR GHANNAM, MOHAMMAD BACHAR 4073 BLOSSOM HILL DR MATTHEWS, NC 28104 Proration 0081408765 LDX7211 AUTHORIZED 841058680 Refund Generated due to proration on Bill #0081408765-2024- 2024-0000-00 ($51.48) ($12.55) ($5.52) ($1.23) ($9.20) 721523646 Refund Generated due to proration on Bill #0068495131-2024- 2024-0000-00 Vehicle Sold 1/16/2026 1/20/2026WAXHAW, NC 28173 Proration 0068495131 KBH3568 AUTHORIZEDGHOSH, JOYDEEP GHOSH, JOYDEEP 1013 GRAYSCROFT DR 1/20/2026 $0.00 ($49.85) ($30.00) $8.08 $0.00 $0.00 $0.00 $0.00 $71.77 ($118.02) $198.00 GODWIN, PEYTON LEE GODWIN, PEYTON LEE GODWIN, WESLEY RYAN 8108 HAIGLER GIN RD MONROE, NC 28110 Adjustment < $100 0088871979 RJX6761 PENDING 962684368 Refund Generated due to adjustment on Bill #0088871979- 2025-2025-0000 Situs error GONZALEZ, STEVEN PHILIP GONZALEZ, STEVEN PHILIP 5009 PETERSBURG DR ($0.65) ($4.87) ($62.45) $171.11 ($27.24) ($64.25) $0.00 ($8.73) ($2.92)959738872 Refund Generated due to proration on Bill #0065798253-2024- 2024-0000-00 Vehicle Sold 1/5/2026 1/6/2026WAXHAW, NC 28173 Proration 0065798253 KC7991 AUTHORIZEDGONZALEZ, MATTHEW ADAM GONZALEZ, MATTHEW ADAM 2145 MAJESTIC POPLAR DR ($0.38) ($2.81) ($36.07) $98.83 ($15.73) ($37.11) $0.00 ($5.04) ($1.69)960089008 Refund Generated due to proration on Bill #0078190734-2024- 2024-0000-00 Vehicle Totalled 1/7/2026 1/8/2026WAXHAW, NC 28173 Proration 0078190734 LBR9720 AUTHORIZED GORAL, RONALD STANLEY JR GORAL, RONALD STANLEY JR 2224 GALLBERRY LN WAXHAW, NC 28173 Proration 0077307981 KFX4567 AUTHORIZED 959739128 Refund Generated due to proration on Bill #0077307981-2024- 2024-0000-00 ($442.80) ($137.88) ($119.76) ($41.75) ($17.73)841315405 Refund Generated due to proration on Bill #0087013251-2025- 2025-0000-00 Vehicle Sold 1/14/2026 1/15/2026MATTHEWS, NC 28104 Proration 0087013251 LEE3521 AUTHORIZEDGOODMAN, PHILIP SCOTT GOODMAN, PHILIP SCOTT 5096 CAMBRIDGE OAKS DR Vehicle Sold 1/5/2026 1/6/2026 ($59.06) ($139.33) $0.00 ($18.93) ($6.33) ($1.41) ($10.57) ($135.43) $371.06 ($153.25) ($1054.98) $1968.15 ($1.81) ($0.57) ($0.19) ($0.04) ($0.32) 722014182 Refund Generated due to proration on Bill #0076501920-2024- 2024-0000-00 Vehicle Sold 1/20/2026 1/22/2026INDIAN TRAIL, NC 28079 Proration 0076501920 VCV8348 AUTHORIZEDGROOME, ADAM TYLER GROOME, ADAM TYLER GROOME, BRITTANY NOELLE 6604 ROSE DR ($4.14) $7.07 Page 4 of 15 160 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($2.43)$0.00 200 TAX ($9.50)$0.00 200 VEHICLE FEE ($30.00)$0.00 003 TAX ($0.23)$0.00 005 TAX ($0.10)$0.00 004 TAX ($0.84)$0.00 002 TAX ($5.78)$0.00 Refund 001 TAX ($3.48)$0.00 200 TAX ($13.64)$0.00 200 VEHICLE FEE ($30.00)$0.00 003 TAX ($0.33)$0.00 005 TAX ($0.14)$0.00 004 TAX ($1.21)$0.00 002 TAX ($8.30)$0.00 Refund 001 TAX ($3.39)$0.00 500 TAX ($7.98)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($1.09)$0.00 003 TAX ($0.36)$0.00 005 TAX ($0.08)$0.00 004 TAX ($0.61)$0.00 002 TAX ($7.76)$0.00 Refund 001 TAX ($4.42)$0.00 101 TAX ($2.21)$0.00 101 VEHICLE FEE ($30.00)$0.00 026 TAX ($1.19)$0.00 003 TAX ($0.42)$0.00 005 TAX ($0.18)$0.00 004 TAX ($1.53)$0.00 002 TAX ($10.52)$0.00 Refund 001 TAX ($9.14)$0.00 600 TAX ($13.82)$0.00 019 TAX ($4.03)$0.00 003 TAX ($0.86)$0.00 005 TAX ($0.37)$0.00 004 TAX ($3.16)$0.00 002 TAX ($21.77)$0.00 Refund 001 TAX ($5.54)$0.00 600 TAX ($6.28)$0.00 020 TAX ($1.81)$0.00 003 TAX ($0.59)$0.00 005 TAX ($0.13)$0.00 004 TAX ($0.99)$0.00 002 TAX ($12.70)$0.00 Refund 001 TAX ($28.41)$0.00 022 TAX ($14.89)$0.00 003 TAX ($3.05)$0.00 005 TAX ($0.68)$0.00 004 TAX ($5.09)$0.00 002 TAX ($65.15)$0.00 Refund 001 TAX ($74.37)$0.00 022 TAX ($38.96)$0.00 003 TAX ($7.97)$0.00 005 TAX ($1.77)$0.00 004 TAX ($13.31)$0.00 002 TAX ($170.51)$0.00 Refund 001 TAX ($53.04)$0.00 900 TAX ($69.05)$0.00 023 TAX ($16.64)$0.00 003 TAX ($5.68)$0.00 005 TAX ($1.26)$0.00 004 TAX ($9.49)$0.00 002 TAX ($121.60)$0.00 Refund GROUND 40 MINISTRIES GROUND 40 MINISTRIES 303 DALE ST MONROE, NC 28112 Adjustment < $100 0088793755 VHY7361 PENDING 839771394 Refund Generated due to adjustment on Bill #0088793755- 2025-2025-0000-00 Exempt Property GROUND 40 MINISTRIES 303 DALE ST 1/5/2026 ($2.43) ($9.50) ($30.00) ($0.23) ($0.10) ($0.84) ($5.78) $48.88 ($1.21) ($8.30) $57.10 HALL, MARK KEITH HALL, MARK KEITH 2001 FALLONDALE RD WAXHAW, NC 28173 Proration 0078393372 FHN3481 AUTHORIZED 959740344 Refund Generated due to proration on Bill #0078393372-2024- 2024-0000-00 ($3.48) ($13.64) ($30.00) ($0.33) ($0.14)841780058 Refund Generated due to adjustment on Bill #0088852372- 2025-2025-0000-00 Exempt Property 1/16/2026MONROE, NC 28112 Adjustment < $100 0088852372 VHY7377 PENDINGGROUND 40 MINISTRIES HARA, MARKO ALEXI HARA, MARKO ALEXI 4224 LOIS LN Vehicle Sold 1/5/2026 1/6/2026 ($3.39) ($7.98) $0.00 ($1.09) ($0.36) ($0.08) ($0.61) ($7.76) $21.27 ($0.18) ($1.53) ($10.52) $50.47 ($4.42) ($2.21) ($30.00) ($1.19) ($0.42)961210144 Refund Generated due to proration on Bill #0080376230-2025- 2025-0000-00 Reg . Out of state 1/12/2026 1/13/2026INDIAN LAND, SC 29707 Proration 0080376230 RHP1165 AUTHORIZED ($9.14) ($13.82) ($4.03) ($0.86) ($0.37)842948232 Refund Generated due to proration on Bill #0049683809-2025- 2025-0000-00 Vehicle Sold 1/23/2026 1/27/2026INDIAN TRAIL, NC 28079 Proration 0049683809 FKJ1519 AUTHORIZED HAYES, THEODORE STAMPS III HAYES, THEODORE STAMPS III 2008 GALENA CHASE DR Vehicle Totalled 1/14/2026 1/15/2026 ($5.54) ($6.28) ($1.81) ($0.59) ($0.13) ($0.99) ($12.70) $28.04 ($3.16) ($21.77) $53.15 HERNANDEZ, ESTHER HERNANDEZ, ESTHER 275 HARPERS RUN LN MATTHEWS, NC 28104 Proration 0073491725 KBN2940 AUTHORIZED 841314488 Refund Generated due to proration on Bill #0073491725-2024- 2024-0000-00 HIGH, SHANNON RAY HIGH, SHANNON RAY 1032 SNYDERS STORE RD WINGATE, NC 28174 Proration 0071245794 KC5083 AUTHORIZED 723021300 Refund Generated due to proration on Bill #0071245794-2024- 2024-0000-00 Vehicle Sold ($28.41) ($14.89) ($3.05) ($0.68) ($5.09) 723021372 Refund Generated due to proration on Bill #0051695629-2024- 2024-0000-00 Vehicle Sold 1/27/2026 1/28/2026WINGATE, NC 28174 Proration 0051695629 CK60205 AUTHORIZEDHIGH, SHANNON RAY HIGH, SHANNON RAY HIGH, BETH 1032 SNYDERS STORE RD HOLGUIN, NIDIA BEATRIZ HOLGUIN, HECTOR MANUEL 3905 LAKE PARK RD 1/27/2026 1/28/2026 ($74.37) ($38.96) ($7.97) ($1.77) ($13.31) ($170.51) $306.89 ($65.15) $117.27 ($9.49) ($121.60) $276.76 ($53.04) ($69.05) ($16.64) ($5.68) ($1.26)841780275 Refund Generated due to proration on Bill #0085356209-2024- 2024-0000-00 Vehicle Totalled 1/16/2026 1/20/2026INDIAN TRAIL, NC 28079 Proration 0085356209 PDP7250 AUTHORIZEDHOLGUIN, NIDIA BEATRIZ Page 5 of 15 161 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX $0.00 $0.00 600 TAX $1.81 $0.00 200 TAX ($4.92)$0.00 200 VEHICLE FEE ($30.00)$0.00 020 TAX $0.52 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($19.95)$0.00 200 VEHICLE FEE ($30.00)$0.00 018 TAX $2.92 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($8.13)$0.00 023 TAX ($2.55)$0.00 003 TAX ($0.87)$0.00 005 TAX ($0.19)$0.00 004 TAX ($1.45)$0.00 002 TAX ($18.63)$0.00 Refund 001 TAX ($36.06)$0.00 200 TAX ($141.17)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($3.40)$0.00 005 TAX ($1.45)$0.00 004 TAX ($12.48)$0.00 002 TAX ($85.92)$0.00 Refund 001 TAX ($12.64)$0.00 200 TAX ($49.50)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($1.19)$0.00 005 TAX ($0.51)$0.00 004 TAX ($4.37)$0.00 002 TAX ($30.12)$0.00 Refund 001 TAX ($15.17)($0.77) 200 TAX ($46.70)($2.33) 200 VEHICLE FEE $0.00 $0.00 003 TAX ($1.62)($0.08) 005 TAX ($0.36)($0.02) 004 TAX ($2.71)($0.13) 002 TAX ($34.78)($1.74) Refund 001 TAX $0.00 $0.00 200 TAX ($3.56)$0.00 200 VEHICLE FEE ($30.00)$0.00 023 TAX $0.35 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX $0.00 $0.00 600 TAX $27.00 $0.00 200 TAX ($69.87)$0.00 200 VEHICLE FEE ($30.00)$0.00 023 TAX $6.78 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($20.42)$0.00 800 TAX ($6.36)$0.00 026 TAX ($5.52)$0.00 003 TAX ($1.93)$0.00 005 TAX ($0.82)$0.00 004 TAX ($7.07)$0.00 002 TAX ($48.66)$0.00 Refund HOLLIS, ERIC GORDON HOLLIS, ERIC GORDON 3039 GLENN VALLEY LN APT 107 INDIAN TRAIL, NC 28079 Adjustment < $100 0083654997 KMP4087 PENDING 1079754147 Refund Generated due to adjustment on Bill #0083654997- 2024-2024-0000 HONEYCUTT, BRIANA SOMMER LYNN HONEYCUTT, BRIANA SOMMER LYNN 911 CONNIE STRAWN RD Situs error 1/6/2026 $0.00 $1.81 ($4.92) ($30.00) $0.52 $0.00 $0.00 $0.00 $0.00 $32.59 $0.00 $0.00 $0.00 $47.03 $0.00 ($19.95) ($30.00) $2.92 $0.00960089840 Refund Generated due to adjustment on Bill #0084338745- 2024-2024-0000 Situs error 1/7/2026MARSHVILLE, NC 28103 Adjustment < $100 0084338745 RKA9170 PENDING ($8.13) ($2.55) ($0.87) ($0.19) ($1.45) 719804622 Refund Generated due to proration on Bill #0053904050-2024- 2024-0000-00 Vehicle Sold 1/5/2026 1/6/2026MONROE, NC 28110 Proration 0053904050 HCS6590 AUTHORIZED IMPERIAL STONE COUNTERTOPS INC IMPERIAL STONE COUNTERTOPS INC 4001 WATERTON CT 1/9/2026 1/12/2026 ($36.06) ($141.17) $0.00 ($3.40) ($1.45) ($12.48) ($85.92) $280.48 ($18.63) $31.82 INCA DISTRIBUTIONS INC INCA DISTRIBUTIONS INC 1200 COAKLEY ST MONROE, NC 28110 Proration 0086230680 RJC6224 AUTHORIZED 840322889 Refund Generated due to proration on Bill #0086230680-2025- 2025-0000-00 Vehicle Sold ($12.64) ($49.50) $0.00 ($1.19) ($0.51)840322896 Refund Generated due to proration on Bill #0080867296-2025- 2025-0000-00 Vehicle Sold 1/9/2026 1/12/2026MONROE, NC 28110 Proration 0080867296 LDP4837 AUTHORIZED INCA DISTRIBUTIONS INC INCA DISTRIBUTIONS INC 1200 COAKLEY ST Vehicle Totalled 1/30/2026 2/3/2026 ($15.94) ($49.03) $0.00 ($1.70) ($0.38) ($2.84) ($36.52) $106.41 ($4.37) ($30.12) $98.33 IREMONGER, JANE IREMONGER, JANE 2302 MONARCH PRESERVE CIR MONROE, NC 28110 Proration 0086710035 EBV2608 AUTHORIZED 844088497 Refund Generated due to proration on Bill #0086710035-2024- 2024-0000-00 JAMISON, KIMBERLY PATRICIA JAMISON, KIMBERLY PATRICIA 691 TYLER MATHEW LANE 2215 $0.00 $0.00 $0.00 $33.21 $0.00 ($3.56) ($30.00) $0.35 $0.00962684984 Refund Generated due to adjustment on Bill #0088970626- 2025-2025-0000 Situs error 1/20/2026INDIAN TRAIL, NC 28079 Adjustment < $100 0088970626 88988 PENDING JAMES, STEPHEN THOMAS JAMES, STEPHEN THOMAS 2872 UNIONVILLE INDIAN TRAIL R W $0.00 $0.00 $0.00 $0.00 $66.09 $0.00 $27.00 ($69.87) ($30.00) $6.781083019887 Refund Generated due to adjustment on Bill #0088904584- 2025-2025-0000 Situs error 1/20/2026INDIAN TRAIL, NC 28079 Adjustment < $100 0088904584 VHX5698 PENDING ($20.42) ($6.36) ($5.52) ($1.93) ($0.82)842702462 Refund Generated due to proration on Bill #0063026960-2025- 2025-0000-00 Vehicle Sold 1/22/2026 1/23/2026WEDDINGTON, NC 28104 Proration 0063026960 JAL5904 AUTHORIZED JOHNSON, JAMES CHARLES JR JOHNSON, JAMES CHARLES JR 326 TURTLEBACK RDG ($7.07) ($48.66) $90.78 Page 6 of 15 162 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($27.58)$0.00 700 TAX ($36.51)$0.00 020 TAX ($9.04)$0.00 003 TAX ($2.96)$0.00 005 TAX ($0.66)$0.00 004 TAX ($4.93)$0.00 002 TAX ($63.24)$0.00 Refund 001 TAX ($50.78)$0.00 020 TAX ($20.87)$0.00 003 TAX ($4.79)$0.00 005 TAX ($2.03)$0.00 004 TAX ($17.57)$0.00 002 TAX ($120.98)$0.00 Refund 001 TAX ($7.68)$0.00 500 TAX ($18.11)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($2.46)$0.00 003 TAX ($0.82)$0.00 005 TAX ($0.18)$0.00 004 TAX ($1.37)$0.00 002 TAX ($17.60)$0.00 Refund 001 TAX ($28.33)$0.00 500 TAX ($73.08)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($11.59)$0.00 003 TAX ($2.67)$0.00 005 TAX ($1.13)$0.00 004 TAX ($9.80)$0.00 002 TAX ($67.48)$0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($10.74)$0.00 200 VEHICLE FEE ($30.00)$0.00 500 TAX $7.08 $0.00 500 VEHICLE FEE $25.00 $0.00 028 TAX $1.12 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($14.76)$0.00 022 TAX ($9.43)$0.00 003 TAX ($1.39)$0.00 005 TAX ($0.59)$0.00 004 TAX ($5.11)$0.00 002 TAX ($35.16)$0.00 Refund 001 TAX ($31.74)$0.00 600 TAX ($35.98)$0.00 026 TAX ($7.74)$0.00 003 TAX ($3.40)$0.00 005 TAX ($0.76)$0.00 004 TAX ($5.68)$0.00 002 TAX ($72.78)$0.00 Refund 001 TAX ($59.14)$0.00 600 TAX ($89.45)$0.00 026 TAX ($15.99)$0.00 003 TAX ($5.57)$0.00 005 TAX ($2.37)$0.00 004 TAX ($20.47)$0.00 002 TAX ($140.91)$0.00 Refund 001 TAX ($9.19)$0.00 800 TAX ($1.41)$0.00 026 TAX ($2.24)$0.00 003 TAX ($0.98)$0.00 005 TAX ($0.22)$0.00 004 TAX ($1.64)$0.00 002 TAX ($21.06)$0.00 Refund JOHNSON, NICHOLAS AUSTIN JOHNSON, NICHOLAS AUSTIN 6000 OLD HEARTWOOD WAY APT 6316 MATTHEWS, NC 28104 Proration 0085336666 LDS8206 AUTHORIZED 843524115 Refund Generated due to proration on Bill #0085336666-2024- 2024-0000-00 KAISER, ROLAND PO BOX 443 Vehicle Sold 1/27/2026 1/28/2026 ($27.58) ($36.51) ($9.04) ($2.96) ($0.66) ($4.93) ($63.24) $144.92 ($120.98) $217.02 KHAND THAKURI, SURAJ KHAND THAKURI, SURAJ 616 LANDAU RD WAXHAW, NC 28173 Proration 0066723068 KBN2116 AUTHORIZED 961504472 Refund Generated due to proration on Bill #0066723068-2024- 2024-0000-00 Vehicle Sold ($50.78) ($20.87) ($4.79) ($2.03) ($17.57) 719415690 Refund Generated due to proration on Bill #0088517239-2025- 2025-0000-00 Other Errors 1/2/2026 1/5/2026INDIAN TRAIL, NC 28079 Proration 0088517239 MAM8131 AUTHORIZEDKAISER, ROLAND LANG, RUTH MARIA LANG, RUTH MARIA 2404 SURVEYOR GENERAL DR 1/14/2026 1/15/2026 ($7.68) ($18.11) $0.00 ($2.46) ($0.82) ($0.18) ($1.37) ($17.60) $48.22 ($1.13) ($9.80) ($67.48) $194.08 ($28.33) ($73.08) $0.00 ($11.59) ($2.67)960369944 Refund Generated due to proration on Bill #0063315846-2025- 2025-0000-00 Vehicle Sold 1/9/2026 1/12/2026WAXHAW, NC 28173 Proration 0063315846 JJE8917 AUTHORIZED $1.12 $0.00 $0.00 $0.00 $0.00 $0.00 ($10.74) ($30.00) $7.08 $25.00 1203355840 Refund Generated due to adjustment on Bill #0088830592- 2025-2025-0000 Situs error 1/20/2026WAXHAW, NC 28173 Adjustment < $100 0088830592 LMT6990 PENDING ($14.76) ($9.43) ($1.39) ($0.59) ($5.11) ($35.16) $66.44 $7.54 LEWIS, HENRY MORGAN LEWIS, HENRY MORGAN 3023 WHITE STORE RD WINGATE, NC 28174 Adjustment < $100 0081421486 CR65324 PENDING 719835312 Refund Generated due to adjustment on Bill #0081421486- 2025-2025-0000-00 Over Assessment 1/6/2026 LETT, ANNA ALEXIS LETT, ANNA ALEXIS 401 E S MAIN ST APT 228B ($31.74) ($35.98) ($7.74) ($3.40) ($0.76)841097845 Refund Generated due to proration on Bill #0081652013-2024- 2024-0000-00 Vehicle Sold 1/13/2026 1/14/2026MATTHEWS, NC 28104 Proration 0081652013 LAR9476 AUTHORIZED LOEBER, JUSTIN MATTHEW LOEBER, JUSTIN MATTHEW 1004 VISCOUNT DR Vehicle Sold 1/13/2026 1/14/2026 ($59.14) ($89.45) ($15.99) ($5.57) ($2.37) ($20.47) ($140.91) $333.90 ($5.68) ($72.78) $158.08 LOEBER, MADELINE ASHLEY LOEBER, MADELINE ASHLEY 1004 VISCOUNT DR MATTHEWS, NC 28104 Proration 0081170282 RJX5904 AUTHORIZED 841097873 Refund Generated due to proration on Bill #0081170282-2025- 2025-0000-00 ($9.19) ($1.41) ($2.24) ($0.98) ($0.22)843629178 Refund Generated due to proration on Bill #0066660294-2024- 2024-0000-00 Vehicle Sold 1/28/2026 1/30/2026WEDDINGTON, NC 28104 Proration 0066660294 FLYNAVY2 AUTHORIZEDLULEY, MARC EDWARD LULEY, MARC EDWARD 912 SUMMER HARVEST DR ($1.64) ($21.06) $36.74 Page 7 of 15 163 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($8.31)$0.00 500 TAX ($19.60)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($2.66)$0.00 003 TAX ($0.89)$0.00 005 TAX ($0.20)$0.00 004 TAX ($1.49)$0.00 002 TAX ($19.05)$0.00 Refund 001 TAX ($3.58)$0.00 500 TAX ($8.46)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($1.15)$0.00 003 TAX ($0.38)$0.00 005 TAX ($0.08)$0.00 004 TAX ($0.64)$0.00 002 TAX ($8.22)$0.00 Refund 001 TAX ($33.01)$0.00 500 TAX ($85.18)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($13.51)$0.00 003 TAX ($3.12)$0.00 005 TAX ($1.32)$0.00 004 TAX ($11.42)$0.00 002 TAX ($78.65)$0.00 Refund 001 TAX ($14.30)$0.00 026 TAX ($3.87)$0.00 003 TAX ($1.35)$0.00 005 TAX ($0.57)$0.00 004 TAX ($4.95)$0.00 002 TAX ($34.07)$0.00 Refund 001 TAX ($31.59)$0.00 800 TAX ($4.84)$0.00 026 TAX ($7.71)$0.00 003 TAX ($3.39)$0.00 005 TAX ($0.75)$0.00 004 TAX ($5.65)$0.00 002 TAX ($72.45)$0.00 Refund 001 TAX ($16.18)($0.80) 500 TAX ($38.17)($1.91) 500 VEHICLE FEE $0.00 $0.00 028 TAX ($5.19)($0.26) 003 TAX ($1.73)($0.09) 005 TAX ($0.39)($0.02) 004 TAX ($2.89)($0.15) 002 TAX ($37.09)($1.85) Refund 001 TAX ($12.62)$0.00 700 TAX ($21.22)$0.00 700 VEHICLE FEE $0.00 $0.00 020 TAX ($5.19)$0.00 003 TAX ($1.19)$0.00 005 TAX ($0.51)$0.00 004 TAX ($4.37)$0.00 002 TAX ($30.07)$0.00 Refund 001 TAX $0.00 $0.00 600 TAX $29.63 $0.00 200 TAX ($76.69)$0.00 200 VEHICLE FEE ($30.00)$0.00 020 TAX $8.05 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund MANCIU, IANA MANCIU, IANA 2021 BURTON POINT CT WAXHAW, NC 28173 Proration 0051659991 RCJ8988 AUTHORIZED 960089784 Refund Generated due to proration on Bill #0051659991-2024- 2024-0000-00 Vehicle Sold 1/7/2026 1/8/2026 ($8.31) ($19.60) $0.00 ($2.66) ($0.89) ($0.20) ($1.49) ($19.05) $52.20 MASSEY, MERV TITION MASSEY, MERV TITION 4616 WATERBELL LN ($0.08) ($0.64) ($8.22) $22.51 ($3.58) ($8.46) $0.00 ($1.15) ($0.38)962034640 Refund Generated due to proration on Bill #0065377871-2024- 2024-0000-00 Vehicle Sold 1/16/2026 1/20/2026WAXHAW, NC 28173 Proration 0065377871 GNFISHNG AUTHORIZEDMARVEL, KEVIN ROBERT MARVEL, KEVIN ROBERT MARVEL, NICOLE KAYE 2308 GALLBERRY LN ($1.32) ($11.42) ($78.65) $226.21 ($33.01) ($85.18) $0.00 ($13.51) ($3.12)961253728 Refund Generated due to proration on Bill #0087022935-2025- 2025-0000-00 Vehicle Sold 1/13/2026 1/14/2026WAXHAW, NC 28173 Proration 0087022935 TAN1583 AUTHORIZED ($14.30) ($3.87) ($1.35) ($0.57) ($4.95) 719805342 Refund Generated due to proration on Bill #0087809169-2025- 2025-0000-00 Vehicle Sold 1/5/2026 1/6/2026WAXHAW, NC 28173 Proration 0087809169 LLS2481 AUTHORIZEDMCEVOY, JOSEPH MCEVOY, JOSEPH 2104 MONARDA WAY 1/27/2026 1/28/2026 ($31.59) ($4.84) ($7.71) ($3.39) ($0.75) ($5.65) ($72.45) $126.38 ($34.07) $59.11 MCGIRT, KRISTAN MILLS MCGIRT, KRISTAN MILLS 302 CALEDONIA WAY WAXHAW, NC 28173 Proration 0080642884 EK3756 AUTHORIZED 843524570 Refund Generated due to proration on Bill #0080642884-2024- 2024-0000-00 Vehicle Sold MEENAKSHISUND ARAM, VIGNESH MEENAKSHISUND ARAM, VIGNESH 3507 TIMBER MILL DR ($0.41) ($3.04) ($38.94) $106.72 ($16.98) ($40.08) $0.00 ($5.45) ($1.82)964674112 Refund Generated due to proration on Bill #0061274609-2024- 2024-0000-00 Reg . Out of state 1/30/2026 2/3/2026WAXHAW, NC 28173 Proration 0061274609 TAR5535 AUTHORIZEDMCINTYRE, KEVIN JOSEPH MCINTYRE, KEVIN JOSEPH 2120 TRADING FORD DR ($0.51) ($4.37) ($30.07) $75.17 ($12.62) ($21.22) $0.00 ($5.19) ($1.19)959738776 Refund Generated due to adjustment on Bill #0080941047- 2025-2025-0000-00 Over Assessment 1/5/2026MATTHEWS, NC 28104 Adjustment < $100 0080941047 RHN5192 PENDING $0.00 $0.00 $0.00 $0.00 $69.01 $0.00 $29.63 ($76.69) ($30.00) $8.051083019977 Refund Generated due to adjustment on Bill #0088857114- 2025-2025-0000 Situs error 1/20/2026INDIAN TRAIL, NC 28079 Adjustment < $100 0088857114 LMJ2563 PENDINGMENDI, SYED MALIK MENDI, SYED MALIK 1030 GLENVALLEY LN APT 102 Page 8 of 15 164 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($35.98)$0.00 500 TAX ($92.83)$0.00 500 VEHICLE FEE ($25.00)$0.00 028 TAX ($14.72)$0.00 003 TAX ($3.39)$0.00 005 TAX ($1.44)$0.00 004 TAX ($12.45)$0.00 002 TAX ($85.72)$0.00 Refund 001 TAX ($26.83)$0.00 026 TAX ($7.26)$0.00 003 TAX ($2.53)$0.00 005 TAX ($1.07)$0.00 004 TAX ($9.28)$0.00 002 TAX ($63.93)$0.00 Refund 001 TAX ($20.54)$0.00 026 TAX ($5.01)$0.00 003 TAX ($2.20)$0.00 005 TAX ($0.49)$0.00 004 TAX ($3.67)$0.00 002 TAX ($47.11)$0.00 Refund 001 TAX ($6.45)$0.00 026 TAX ($1.57)$0.00 003 TAX ($0.69)$0.00 005 TAX ($0.15)$0.00 004 TAX ($1.15)$0.00 002 TAX ($14.79)$0.00 Refund 001 TAX $0.00 $0.00 200 TAX ($12.01)$0.00 200 VEHICLE FEE ($30.00)$0.00 022 TAX $1.96 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($76.16)$0.00 970 TAX ($15.24)$0.00 026 TAX ($20.60)$0.00 003 TAX ($7.18)$0.00 005 TAX ($3.05)$0.00 004 TAX ($26.36)$0.00 002 TAX ($181.45)$0.00 Refund 001 TAX ($16.00)$0.00 500 TAX ($41.30)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($6.55)$0.00 003 TAX ($1.51)$0.00 005 TAX ($0.64)$0.00 004 TAX ($5.54)$0.00 002 TAX ($38.14)$0.00 Refund 001 TAX ($5.78)$0.00 970 TAX ($1.16)$0.00 015 TAX ($2.44)$0.00 003 TAX ($0.54)$0.00 005 TAX ($0.23)$0.00 004 TAX ($2.00)$0.00 002 TAX ($13.76)$0.00 Refund 001 TAX ($46.33)$0.00 700 TAX ($61.31)$0.00 023 TAX ($14.53)$0.00 003 TAX ($4.97)$0.00 005 TAX ($1.11)$0.00 004 TAX ($8.29)$0.00 002 TAX ($106.22)$0.00 Refund MITEV, DIMITRE GUEORGUIEV MITEV, DIMITRE GUEORGUIEV 216 SOMERLED WAY ($1.44) ($12.45) ($85.72) $271.53 ($35.98) ($92.83) ($25.00) ($14.72) ($3.39)959739048 Refund Generated due to proration on Bill #0074576894-2025- 2025-0000-00 Vehicle Sold 1/5/2026 1/6/2026WAXHAW, NC 28173 Proration 0074576894 JJT7084 AUTHORIZED ($26.83) ($7.26) ($2.53) ($1.07) ($9.28) 720278694 Refund Generated due to proration on Bill #0050385922-2025- 2025-0000-00 Vehicle Sold 1/9/2026 1/12/2026WAXHAW, NC 28173 Proration 0050385922 HEE8030 AUTHORIZEDMOORE, LARRY STEVEN MOORE, LARRY STEVEN 1420 CRANE RD 1/22/2026 1/23/2026 ($20.54) ($5.01) ($2.20) ($0.49) ($3.67) ($47.11) $79.02 ($63.93) $110.90 MOOSE METALS LLC MOOSE METALS LLC 1128 ROSECLIFF DR WAXHAW, NC 28173 Proration 0083476018 LDK5584 AUTHORIZED 722317296 Refund Generated due to proration on Bill #0083476018-2024- 2024-0000-00 Vehicle Sold ($6.45) ($1.57) ($0.69) ($0.15) ($1.15) 722317290 Refund Generated due to proration on Bill #0076193668-2024- 2024-0000-00 Vehicle Sold 1/22/2026 1/23/2026WAXHAW, NC 28173 Proration 0076193668 LAH3613 AUTHORIZEDMOOSE METALS LLC MOOSE METALS LLC 1128 ROSECLIFF DR 1/20/2026 $0.00 ($12.01) ($30.00) $1.96 $0.00 $0.00 $0.00 $0.00 $40.05 ($14.79) $24.80 MORALES, NATALIE MORALES, NATALIE 4617 HIGHWAY 74 E APT B WINGATE, NC 28174 Adjustment < $100 0088943192 LMT8237 PENDING 962684256 Refund Generated due to adjustment on Bill #0088943192- 2025-2025-0000 Situs error NARREDDI, ANIL KUMAR REDDY NARREDDI, ANIL KUMAR REDDY 1055 WINNETT DR WAXHAW, NC 28173 Proration 0050419846 HEJ5573 AUTHORIZED 964148176 Refund Generated due to proration on Bill #0050419846-2025- 2025-0000-00 ($76.16) ($15.24) ($20.60) ($7.18) ($3.05)841546251 Refund Generated due to proration on Bill #0082206984-2025- 2025-0000-00 Vehicle Sold 1/15/2026 1/16/2026MONROE, NC 28110 Proration 0082206984 LFD1616 AUTHORIZED MUDDAMALLE, JOEL JEEVARATNAM MUDDAMALLE, JOEL JEEVARATNAM 1316 TORRENS DR Vehicle Totalled 1/28/2026 1/30/2026 ($16.00) ($41.30) $0.00 ($6.55) ($1.51) ($0.64) ($5.54) ($38.14) $109.68 ($26.36) ($181.45) $330.04 ($5.78) ($1.16) ($2.44) ($0.54) ($0.23)841097033 Refund Generated due to adjustment on Bill #0087544861- 2025-2025-0000-00 Military 1/13/2026HOLLOMAN AFB, NM 88330 Adjustment < $100 0087544861 9R3548 PENDING NICHOLSON, JULIAN WILLIAM NICHOLSON, JULIAN WILLIAM 721 NEW MEXICO AVENUE #4900 Vehicle Sold 1/23/2026 1/27/2026 ($46.33) ($61.31) ($14.53) ($4.97) ($1.11) ($8.29) ($106.22) $242.76 ($2.00) ($13.76) $25.91 NUGENT, CHRISTOPHER MICHAEL NUGENT, CHRISTOPHER MICHAEL 2395 MILL HOUSE LN MATTHEWS, NC 28104 Proration 0074384672 DKD9049 AUTHORIZED 842946426 Refund Generated due to proration on Bill #0074384672-2024- 2024-0000-00 Page 9 of 15 165 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($1.30)$0.00 200 TAX ($4.00)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($0.14)$0.00 005 TAX ($0.03)$0.00 004 TAX ($0.23)$0.00 002 TAX ($2.98)$0.00 Refund 001 TAX ($2.43)$0.00 015 TAX ($0.82)$0.00 003 TAX ($0.26)$0.00 005 TAX ($0.06)$0.00 004 TAX ($0.43)$0.00 002 TAX ($5.57)$0.00 Refund 001 TAX ($6.29)$0.00 600 TAX ($9.52)$0.00 019 TAX ($2.77)$0.00 003 TAX ($0.59)$0.00 005 TAX ($0.25)$0.00 004 TAX ($2.17)$0.00 002 TAX ($15.00)$0.00 Refund 001 TAX ($5.90)$0.00 028 TAX ($2.42)$0.00 003 TAX ($0.56)$0.00 005 TAX ($0.24)$0.00 004 TAX ($2.04)$0.00 002 TAX ($14.06)$0.00 Refund 001 TAX ($13.46)$0.00 600 TAX ($15.26)$0.00 019 TAX ($5.26)$0.00 003 TAX ($1.44)$0.00 005 TAX ($0.32)$0.00 004 TAX ($2.41)$0.00 002 TAX ($30.86)$0.00 Refund 001 TAX ($5.29)$0.00 970 TAX ($0.53)$0.00 026 TAX ($1.29)$0.00 003 TAX ($0.57)$0.00 005 TAX ($0.13)$0.00 004 TAX ($0.95)$0.00 002 TAX ($12.14)$0.00 Refund 001 TAX ($2.15)$0.00 970 TAX ($0.22)$0.00 026 TAX ($0.52)$0.00 003 TAX ($0.23)$0.00 005 TAX ($0.05)$0.00 004 TAX ($0.38)$0.00 002 TAX ($4.93)$0.00 Refund 001 TAX ($27.03)$0.00 019 TAX ($10.57)$0.00 003 TAX ($2.90)$0.00 005 TAX ($0.64)$0.00 004 TAX ($4.84)$0.00 002 TAX ($61.98)$0.00 Refund 001 TAX ($24.74)$0.00 200 TAX ($96.86)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($2.33)$0.00 005 TAX ($0.99)$0.00 004 TAX ($8.56)$0.00 002 TAX ($58.95)$0.00 Refund 001 TAX ($29.33)$0.00 700 TAX ($49.31)$0.00 700 VEHICLE FEE ($25.00)$0.00 023 TAX ($11.14)$0.00 003 TAX ($2.77)$0.00 005 TAX ($1.17)$0.00 004 TAX ($10.15)$0.00 002 TAX ($69.87)$0.00 Refund ($1.30) ($4.00) $0.00 ($0.14) ($0.03)841097838 Refund Generated due to proration on Bill #0085463521-2024- 2024-0000-00 Vehicle Sold 1/13/2026 1/14/2026MONROE, NC 28112 Proration 0085463521 RHL7487 AUTHORIZED OMEARA, BARBARA FINGER OMEARA, BARBARA FINGER 1822 VANDERLYN ST Vehicle Sold 1/15/2026 1/16/2026 ($2.43) ($0.82) ($0.26) ($0.06) ($0.43) ($5.57) $9.57 ($0.23) ($2.98) $8.68 PATEL, SHAILESHKUMAR NARSHINBHA PATEL, SHAILESHKUMAR NARSHINBHA 1200 WYNHURST DR WAXHAW, NC 28173 Proration 0071398641 TMZ8341 AUTHORIZED 721325370 Refund Generated due to proration on Bill #0071398641-2024- 2024-0000-00 ($6.29) ($9.52) ($2.77) ($0.59) ($0.25)839320629 Refund Generated due to proration on Bill #0081144443-2025- 2025-0000-00 Vehicle Totalled 1/2/2026 1/5/2026MONROE, NC 28110 Proration 0081144443 VEP4702 AUTHORIZEDPORCH, JOSHUA MICHAEL PORCH, JOSHUA MICHAEL 2323 JACOBS CT Vehicle Sold 1/29/2026 2/3/2026 ($5.90) ($2.42) ($0.56) ($0.24) ($2.04) ($14.06) $25.22 ($2.17) ($15.00) $36.59 PORTER, LAURIE ROTHMANN PORTER, LAURIE ROTHMANN 10315 WAXHAW HWY WAXHAW, NC 28173 Proration 0062630778 WZR5494 AUTHORIZED 723276396 Refund Generated due to proration on Bill #0062630778-2025- 2025-0000-00 ($13.46) ($15.26) ($5.26) ($1.44) ($0.32)839318417 Refund Generated due to proration on Bill #0082964896-2024- 2024-0000-00 Vehicle Sold 1/2/2026 1/5/2026INDIAN TRAIL, NC 28079 Proration 0082964896 EHS7682 AUTHORIZEDPRINZ, STEVEN RICHARD PRINZ, STEVEN RICHARD 3012 CORRONA LN Vehicle Totalled 1/27/2026 1/28/2026 ($5.29) ($0.53) ($1.29) ($0.57) ($0.13) ($0.95) ($12.14) $20.90 ($2.41) ($30.86) $69.01 PRUETT, DAVID CARROLL PRUETT, DAVID CARROLL PRUETT, STEPHANIE MARIA 1001 POTTERS BLUFF RD MONROE, NC 28110 Proration 0083554648 VFL6008 AUTHORIZED 843524808 Refund Generated due to proration on Bill #0083554648-2024- 2024-0000-00 RATLIFF, LATOYA ELIZABETH RATLIFF, LATOYA ELIZABETH 313 LINDPOINT LN MONROE, NC 28110 Proration 0083363525 MSB0SS80 AUTHORIZED 720907260 Refund Generated due to proration on Bill #0083363525-2024- 2024-0000-00 ($2.15) ($0.22) ($0.52) ($0.23) ($0.05)843524822 Refund Generated due to proration on Bill #0083554425-2024- 2024-0000-00 Vehicle Sold 1/27/2026 1/28/2026MONROE, NC 28110 Proration 0083554425 LHZ2050 AUTHORIZED PRUETT, STEPHANIE MARIA PRUETT, STEPHANIE MARIA 1001 POTTERS BLUFF RD RICHARDSON, DONALD JAMAR 1107 SIKES ST Vehicle Sold 1/12/2026 1/13/2026 ($27.03) ($10.57) ($2.90) ($0.64) ($4.84) ($61.98) $107.96 ($0.38) ($4.93) $8.48 ($8.56) ($58.95) $192.43 RICHTER, ALAN JULIUS RICHTER, ALAN JULIUS 2728 BENT OAK DR MATTHEWS, NC 28104 Proration 0087472576 LAH2650 AUTHORIZED 962032824 Refund Generated due to proration on Bill #0087472576-2025- 2025-0000-00 ($24.74) ($96.86) $0.00 ($2.33) ($0.99)844088455 Refund Generated due to proration on Bill #0087157083-2025- 2025-0000-00 Vehicle Sold 1/30/2026 2/3/2026MONROE, NC 28112 Proration 0087157083 TKP1703 AUTHORIZEDRICHARDSON, DONALD JAMAR Vehicle Sold 1/16/2026 1/20/2026 ($29.33) ($49.31) ($25.00) ($11.14) ($2.77) ($1.17) ($10.15) ($69.87) $198.74 Page 10 of 15 166 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($25.09)$0.00 500 TAX ($59.20)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($8.04)$0.00 003 TAX ($2.69)$0.00 005 TAX ($0.60)$0.00 004 TAX ($4.49)$0.00 002 TAX ($57.54)$0.00 Refund 001 TAX ($11.85)($0.60) 700 TAX ($15.69)($0.78) 020 TAX ($3.89)($0.20) 003 TAX ($1.27)($0.06) 005 TAX ($0.28)($0.01) 004 TAX ($2.12)($0.10) 002 TAX ($27.17)($1.36) Refund 001 TAX ($4.00)$0.00 200 TAX ($15.64)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($0.37)$0.00 005 TAX ($0.16)$0.00 004 TAX ($1.38)$0.00 002 TAX ($9.52)$0.00 Refund 001 TAX ($18.26)($1.19) 200 TAX ($56.22)($3.66) 200 VEHICLE FEE $0.00 $0.00 003 TAX ($1.96)($0.13) 005 TAX ($0.44)($0.02) 004 TAX ($3.27)($0.21) 002 TAX ($41.87)($2.72) Refund 001 TAX ($3.88)$0.00 500 TAX ($9.16)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($1.24)$0.00 003 TAX ($0.42)$0.00 005 TAX ($0.09)$0.00 004 TAX ($0.69)$0.00 002 TAX ($8.91)$0.00 Refund 001 TAX ($5.42)$0.00 500 TAX ($13.99)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($2.22)$0.00 003 TAX ($0.51)$0.00 005 TAX ($0.22)$0.00 004 TAX ($1.87)$0.00 002 TAX ($12.92)$0.00 Refund 001 TAX ($5.80)$0.00 026 TAX ($1.41)$0.00 003 TAX ($0.62)$0.00 005 TAX ($0.14)$0.00 004 TAX ($1.04)$0.00 002 TAX ($13.29)$0.00 Refund 001 TAX ($38.37)$0.00 200 TAX ($118.15)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($4.11)$0.00 005 TAX ($0.92)$0.00 004 TAX ($6.87)$0.00 002 TAX ($87.99)$0.00 Refund 001 TAX ($28.23)$0.00 500 TAX ($66.61)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($9.05)$0.00 003 TAX ($3.03)$0.00 005 TAX ($0.67)$0.00 004 TAX ($5.05)$0.00 002 TAX ($64.73)$0.00 Refund ROBBINS, KATHLEEN ANN ROBBINS, KATHLEEN ANN 8713 SOARING EAGLE LN ($0.60) ($4.49) ($57.54) $157.65 ($25.09) ($59.20) $0.00 ($8.04) ($2.69)962685992 Refund Generated due to proration on Bill #0077883898-2024- 2024-0000-00 Vehicle Sold 1/20/2026 1/22/2026WAXHAW, NC 28173 Proration 0077883898 KJN2027 AUTHORIZED ROGERS, TERESA ANNE ROGERS, TERESA ANNE 407 E OLD MONROE HWY 74 MONROE, NC 28112 Adjustment < $100 0068185232 RDH6724 PENDING 839772836 Refund Generated due to adjustment on Bill #0068185232- 2025-2025-0000-00 ($12.45) ($16.47) ($4.09) ($1.33) ($0.29)842349221 Refund Generated due to proration on Bill #0086425942-2024- 2024-0000-00 Vehicle Sold 1/20/2026 1/22/2026STALLINGS, NC 28104 Proration 0086425942 TAR3989 AUTHORIZEDROCA, STEPHEN KENLEY ROCA, STEPHEN KENLEY 1111 PRIVETTE PARK PL ROQUE, ALDWYN ARENAS ROQUE, REALIZA DE LA CRUZ 2709 HATTIE ST Over Assessment 1/5/2026 ($4.00) ($15.64) $0.00 ($0.37) ($0.16) ($1.38) ($9.52) $31.07 ($2.22) ($28.53) $65.38 ($3.48) ($44.59) $129.95 ROTH, PAULA JEAN ROTH, KIP PETER 2007 HAMILTON MILL DR WAXHAW, NC 28173 Proration 0066657521 KAY3197 AUTHORIZED 962031496 Refund Generated due to proration on Bill #0066657521-2024- 2024-0000-00 ($19.45) ($59.88) $0.00 ($2.09) ($0.46)839807703 Refund Generated due to proration on Bill #0083834004-2024- 2024-0000-00 Vehicle Sold 1/6/2026 1/7/2026MONROE, NC 28112 Proration 0083834004 RJV4898 AUTHORIZEDROQUE, ALDWYN ARENAS RUIZ, PAOLA ANDREA RUIZ, PAOLA ANDREA 3005 STERLING DR Vehicle Sold 1/16/2026 1/20/2026 ($3.88) ($9.16) $0.00 ($1.24) ($0.42) ($0.09) ($0.69) ($8.91) $24.39 ($0.22) ($1.87) ($12.92) $37.15 ($5.42) ($13.99) $0.00 ($2.22) ($0.51)959738088 Refund Generated due to proration on Bill #0080597959-2025- 2025-0000-00 Vehicle Sold 1/5/2026 1/6/2026WAXHAW, NC 28173 Proration 0080597959 REL8020 AUTHORIZED ($5.80) ($1.41) ($0.62) ($0.14) ($1.04) 719417004 Refund Generated due to proration on Bill #0063991029-2024- 2024-0000-00 Vehicle Sold 1/2/2026 1/5/2026WAXHAW, NC 28173 Proration 0063991029 DMK7679 AUTHORIZEDSACHTLEBEN, STEPHEN MARK SACHTLEBEN, STEPHEN MARK 8509 LONGVIEW CLUB DR SMALL, MAX HERRING SMALL, MAX HERRING 8003 ALMA BLVD 1/6/2026 1/7/2026 ($38.37) ($118.15) $0.00 ($4.11) ($0.92) ($6.87) ($87.99) $256.41 ($13.29) $22.30 SAVELIEV, ALEX SAVELIEV, ALEX 1936 VANDERLYN ST MONROE, NC 28112 Proration 0085308199 LDW2074 AUTHORIZED 839806772 Refund Generated due to proration on Bill #0085308199-2024- 2024-0000-00 Vehicle Totalled ($0.67) ($5.05) ($64.73) $177.37 ($28.23) ($66.61) $0.00 ($9.05) ($3.03)959738120 Refund Generated due to proration on Bill #0084163166-2024- 2024-0000-00 Vehicle Totalled 1/5/2026 1/6/2026WAXHAW, NC 28173 Proration 0084163166 RHX8870 AUTHORIZED Page 11 of 15 167 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($6.56)$0.00 200 TAX ($20.21)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($0.70)$0.00 005 TAX ($0.16)$0.00 004 TAX ($1.17)$0.00 002 TAX ($15.05)$0.00 Refund 001 TAX ($4.19)$0.00 500 TAX ($9.88)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($1.34)$0.00 003 TAX ($0.45)$0.00 005 TAX ($0.10)$0.00 004 TAX ($0.75)$0.00 002 TAX ($9.61)$0.00 Refund 001 TAX ($36.73)$0.00 800 TAX ($11.44)$0.00 026 TAX ($9.93)$0.00 003 TAX ($3.47)$0.00 005 TAX ($1.47)$0.00 004 TAX ($12.72)$0.00 002 TAX ($87.52)$0.00 Refund 001 TAX ($23.61)$0.00 800 TAX ($3.61)$0.00 026 TAX ($5.76)$0.00 003 TAX ($2.53)$0.00 005 TAX ($0.56)$0.00 004 TAX ($4.22)$0.00 002 TAX ($54.13)$0.00 Refund 001 TAX ($17.46)$0.00 015 TAX ($7.36)$0.00 003 TAX ($1.65)$0.00 005 TAX ($0.70)$0.00 004 TAX ($6.04)$0.00 002 TAX ($41.59)$0.00 Refund 001 TAX ($12.23)$0.00 022 TAX ($6.41)$0.00 003 TAX ($1.31)$0.00 005 TAX ($0.29)$0.00 004 TAX ($2.19)$0.00 002 TAX ($28.04)$0.00 Refund 001 TAX ($1.26)$0.00 800 TAX ($0.19)$0.00 026 TAX ($0.31)$0.00 003 TAX ($0.14)$0.00 005 TAX ($0.03)$0.00 004 TAX ($0.23)$0.00 002 TAX ($2.89)$0.00 Refund 001 TAX ($17.11)$0.00 930 TAX ($3.04)$0.00 016 TAX ($8.60)$0.00 003 TAX ($1.61)$0.00 005 TAX ($0.68)$0.00 004 TAX ($5.92)$0.00 002 TAX ($40.77)$0.00 Refund 001 TAX ($8.81)$0.00 500 TAX ($20.78)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($2.82)$0.00 003 TAX ($0.94)$0.00 005 TAX ($0.21)$0.00 004 TAX ($1.58)$0.00 002 TAX ($20.19)$0.00 Refund SPEICHER, CHARLES HAROLD JR SPEICHER, CHARLES HAROLD JR 8205 HAVERON ST WAXHAW, NC 28173 Proration 0077562052 PHT6652 AUTHORIZED 960366808 Refund Generated due to proration on Bill #0077562052-2024- 2024-0000-00 ($6.56) ($20.21) $0.00 ($0.70) ($0.16)843524143 Refund Generated due to proration on Bill #0080387631-2024- 2024-0000-00 Vehicle Sold 1/27/2026 1/28/2026MONROE, NC 28110 Proration 0080387631 FLD5479 AUTHORIZED SNEAD INVESTMENTS INC SNEAD INVESTMENTS INC SNEAD, JAMES WESLEY 1120 VILLAGE LAKE DR Vehicle Sold 1/8/2026 1/9/2026 ($4.19) ($9.88) $0.00 ($1.34) ($0.45) ($0.10) ($0.75) ($9.61) $26.32 ($1.17) ($15.05) $43.85 ($36.73) ($11.44) ($9.93) ($3.47) ($1.47)840322945 Refund Generated due to proration on Bill #0063479046-2025- 2025-0000-00 Vehicle Sold 1/9/2026 1/12/2026WAXHAW, NC 28173 Proration 0063479046 JHW5285 AUTHORIZEDSTAMATELATOS, DIANE MARIE STAMATELATOS, DIANE MARIE 6068 OXFORDSHIRE RD Vehicle Sold 1/9/2026 1/12/2026 ($23.61) ($3.61) ($5.76) ($2.53) ($0.56) ($4.22) ($54.13) $94.42 ($12.72) ($87.52) $163.28 STAMATELATOS, DIANE MARIE STAMATELATOS, DIANE MARIE 6068 OXFORDSHIRE RD WAXHAW, NC 28173 Proration 0053920896 TBD9473 AUTHORIZED 840322917 Refund Generated due to proration on Bill #0053920896-2024- 2024-0000-00 STEGALL, MELISSA CHANEY STEGALL, MELISSA CHANEY 1117 SNYDERS STORE RD WINGATE, NC 28174 Proration 0048187043 VBC6175 AUTHORIZED 721324716 Refund Generated due to proration on Bill #0048187043-2024- 2024-0000-00 Vehicle Sold ($17.46) ($7.36) ($1.65) ($0.70) ($6.04) 721525728 Refund Generated due to proration on Bill #0081825350-2025- 2025-0000-00 Vehicle Sold 1/16/2026 1/20/2026MONROE, NC 28110 Proration 0081825350 LFM2540 AUTHORIZEDSTEFANAC, JACK AARON STEFANAC, JACK AARON 600 TAMMY DR TARRO, WILLIAM JOSEPH 223 RIVERTON RD 1/15/2026 1/16/2026 ($12.23) ($6.41) ($1.31) ($0.29) ($2.19) ($28.04) $50.47 ($41.59) $74.80 ($0.23) ($2.89) $5.05 TART, BRITTAIN REID TART, BRITTAIN REID 9431 INDIAN TRAIL FAIRVIEW RD INDIAN TRAIL, NC 28079 Proration 0086460487 ZX1021 AUTHORIZED 841545922 Refund Generated due to proration on Bill #0086460487-2025- 2025-0000-00 ($1.26) ($0.19) ($0.31) ($0.14) ($0.03)839318445 Refund Generated due to proration on Bill #0016572423-2024- 2024-0000-00 Vehicle Sold 1/2/2026 1/5/2026MATTHEWS, NC 28104 Proration 0016572423 JDR8260 AUTHORIZED TARRO, WILLIAM JOSEPH TOBIN, ALYSSA CASON TOBIN, ALYSSA CASON 3002 THAYER DR Vehicle Sold 1/15/2026 1/16/2026 ($17.11) ($3.04) ($8.60) ($1.61) ($0.68) ($5.92) ($40.77) $77.73 ($0.21) ($1.58) ($20.19) $55.33 ($8.81) ($20.78) $0.00 ($2.82) ($0.94)959781608 Refund Generated due to proration on Bill #0081615091-2024- 2024-0000-00 Vehicle Sold 1/6/2026 1/7/2026WAXHAW, NC 28173 Proration 0081615091 KFF3573 AUTHORIZED Page 12 of 15 168 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($18.69)$0.00 800 TAX ($5.82)$0.00 026 TAX ($5.05)$0.00 003 TAX ($1.76)$0.00 005 TAX ($0.75)$0.00 004 TAX ($6.46)$0.00 002 TAX ($44.53)$0.00 Refund 001 TAX $0.00 $0.00 600 TAX $50.27 $0.00 200 TAX ($130.11)$0.00 200 VEHICLE FEE ($30.00)$0.00 020 TAX $13.66 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($65.71)$0.00 700 TAX ($86.96)$0.00 023 TAX ($20.61)$0.00 003 TAX ($7.05)$0.00 005 TAX ($1.57)$0.00 004 TAX ($11.75)$0.00 002 TAX ($150.65)$0.00 Refund 001 TAX $0.00 $0.00 990 TAX $0.83 $0.00 200 TAX ($20.90)$0.00 200 VEHICLE FEE ($30.00)$0.00 028 TAX $2.19 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX $0.00 $0.00 990 TAX $0.44 $0.00 200 TAX ($11.00)$0.00 200 VEHICLE FEE ($30.00)$0.00 028 TAX $1.15 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund 001 TAX ($6.94)$0.00 600 TAX ($7.86)$0.00 023 TAX ($2.17)$0.00 003 TAX ($0.75)$0.00 005 TAX ($0.17)$0.00 004 TAX ($1.24)$0.00 002 TAX ($15.90)$0.00 Refund 001 TAX ($47.13)$0.00 700 TAX ($79.25)$0.00 700 VEHICLE FEE ($25.00)$0.00 020 TAX ($19.37)$0.00 003 TAX ($4.44)$0.00 005 TAX ($1.89)$0.00 004 TAX ($16.31)$0.00 002 TAX ($112.29)$0.00 Refund 001 TAX $0.00 $0.00 600 TAX $13.72 $0.00 200 TAX ($35.51)$0.00 200 VEHICLE FEE ($30.00)$0.00 020 TAX $3.73 $0.00 003 TAX $0.00 $0.00 005 TAX $0.00 $0.00 004 TAX $0.00 $0.00 002 TAX $0.00 $0.00 Refund UDELSON, STEPHEN MARC 109 TURTLEBACK RDG ($6.46) ($44.53) $83.06 UTILITY LINES CONSTRUCTION SERVICES LLC UTILITY LINES CONSTRUCTION SERVICES LLC 550 W 36TH ST JASPER, IN 47546 Adjustment < $100 0088985780 AA1563B PENDING 1083020598 Refund Generated due to adjustment on Bill #0088985780- 2025-2025-0000 ($18.69) ($5.82) ($5.05) ($1.76) ($0.75)841097929 Refund Generated due to proration on Bill #0063363309-2025- 2025-0000-00 Vehicle Sold 1/13/2026 1/14/2026WEDDINGTON, NC 28104 Proration 0063363309 JFZ6857 AUTHORIZEDUDELSON, STEPHEN MARC VESTIS CONSULTING LLC KIFORISHIN, ALEKSANDR PAVEL 7411 BALINTOY LN Situs error 1/20/2026 $0.00 $50.27 ($130.11) ($30.00) $13.66 $0.00 $0.00 $0.00 $0.00 $96.18 ($11.75) ($150.65) $344.30 VILLA G CONSTRUCTION LLC VILLA G CONSTRUCTION LLC 3216 REGAL OAK DR MARVIN, NC 28173 Adjustment < $100 0088648000 LFJ2374 PENDING 1083019986 Refund Generated due to adjustment on Bill #0088648000- 2025-2025-0000 ($65.71) ($86.96) ($20.61) ($7.05) ($1.57)841058463 Refund Generated due to proration on Bill #0078518803-2024- 2024-0000-00 Vehicle Sold 1/12/2026 1/13/2026MATTHEWS, NC 28104 Proration 0078518803 KJT9913 AUTHORIZED VESTIS CONSULTING LLC VILLA G CONSTRUCTION LLC VILLA G CONSTRUCTION LLC 3216 REGAL OAK DR Situs error 1/20/2026 $0.00 $0.83 ($20.90) ($30.00) $2.19 $0.00 $0.00 $0.00 $0.00 $47.88 VOLKOV, SERHII 6107 BRICK LANDING DR $0.00 $0.00 $0.00 $0.00 $39.41 $0.00 $0.44 ($11.00) ($30.00) $1.151083019995 Refund Generated due to adjustment on Bill #0088779807- 2025-2025-0000 Situs error 1/20/2026MARVIN, NC 28173 Adjustment < $100 0088779807 LMP4860 PENDING ($1.24) ($15.90) $35.03 WAKO, ODDA ABDI WAKO, ODDA ABDI 1538 SUNFLOWER FIELD PL MATTHEWS, NC 28104 Proration 0089059225 VHX5093 AUTHORIZED 964672600 Refund Generated due to proration on Bill #0089059225-2025- 2025-0000-00 ($6.94) ($7.86) ($2.17) ($0.75) ($0.17)842703589 Refund Generated due to proration on Bill #0083653176-2024- 2024-0000-00 Vehicle Sold 1/22/2026 1/23/2026MONROE, NC 28110 Proration 0083653176 LHP2823 AUTHORIZEDVOLKOV, SERHII WATKINS, DEREK EDWARD JR WATKINS, DEREK EDWARD JR 295 UNIONVILLE INDIAN TRA IL RD WEST Other Errors 1/30/2026 2/3/2026 ($47.13) ($79.25) ($25.00) ($19.37) ($4.44) ($1.89) ($16.31) ($112.29) $305.68 $0.00 $0.00 $0.00 $0.00 $48.06 $0.00 $13.72 ($35.51) ($30.00) $3.731083019779 Refund Generated due to adjustment on Bill #0088946065- 2025-2025-0000 Situs error 1/20/2026INDIAN TRAIL, NC 28079 Adjustment < $100 0088946065 VHX5151 PENDING Page 13 of 15 169 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($58.77)$0.00 600 TAX ($88.88)$0.00 020 TAX ($24.16)$0.00 003 TAX ($5.54)$0.00 005 TAX ($2.35)$0.00 004 TAX ($20.34)$0.00 002 TAX ($140.02)$0.00 Refund 001 TAX ($10.17)$0.00 200 TAX ($31.32)$0.00 200 VEHICLE FEE $0.00 $0.00 003 TAX ($1.09)$0.00 005 TAX ($0.24)$0.00 004 TAX ($1.82)$0.00 002 TAX ($23.32)$0.00 Refund 001 TAX ($17.45)($0.88) 500 TAX ($41.17)($2.06) 500 VEHICLE FEE $0.00 $0.00 028 TAX ($5.59)($0.28) 003 TAX ($1.87)($0.09) 005 TAX ($0.42)($0.02) 004 TAX ($3.12)($0.16) 002 TAX ($40.01)($2.00) Refund 001 TAX ($39.94)$0.00 500 TAX ($94.22)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($12.80)$0.00 003 TAX ($4.28)$0.00 005 TAX ($0.95)$0.00 004 TAX ($7.15)$0.00 002 TAX ($91.58)$0.00 Refund 001 TAX ($3.01)$0.00 700 TAX ($5.06)$0.00 700 VEHICLE FEE $0.00 $0.00 020 TAX ($1.24)$0.00 003 TAX ($0.29)$0.00 005 TAX ($0.12)$0.00 004 TAX ($1.04)$0.00 002 TAX ($7.17)$0.00 Refund 001 TAX ($2.35)($0.11) 600 TAX ($2.67)($0.14) 023 TAX ($0.73)($0.03) 003 TAX ($0.25)($0.01) 005 TAX ($0.06)($0.01) 004 TAX ($0.42)($0.03) 002 TAX ($5.39)($0.27) Refund 001 TAX ($25.10)$0.00 800 TAX ($3.85)$0.00 026 TAX ($6.12)$0.00 003 TAX ($2.69)$0.00 005 TAX ($0.60)$0.00 004 TAX ($4.49)$0.00 002 TAX ($57.55)$0.00 Refund 001 TAX ($20.86)$0.00 500 TAX ($53.83)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($8.54)$0.00 003 TAX ($1.96)$0.00 005 TAX ($0.83)$0.00 004 TAX ($7.22)$0.00 002 TAX ($49.71)$0.00 Refund 001 TAX ($4.18)$0.00 800 TAX ($0.64)$0.00 026 TAX ($1.02)$0.00 003 TAX ($0.45)$0.00 005 TAX ($0.10)$0.00 004 TAX ($0.75)$0.00 002 TAX ($9.58)$0.00 Refund WEINBERG, SUSAN WOJNOWICH 1117 DELACOURT LN ($20.34) ($140.02) $340.06 WEST, SHAKENA DANIEL WEST, SHAKENA DANIEL 1344 WOODHOUSE DR MONROE, NC 28110 Proration 0065217548 VBD9066 AUTHORIZED 840322910 Refund Generated due to proration on Bill #0065217548-2024- 2024-0000-00 ($58.77) ($88.88) ($24.16) ($5.54) ($2.35)844088511 Refund Generated due to proration on Bill #0079396281-2025- 2025-0000-00 Vehicle Sold 1/30/2026 2/3/2026MATTHEWS, NC 28104 Proration 0079396281 MXW9419 AUTHORIZED WEINBERG, SUSAN WOJNOWICH WHITE, ASHTON BROOKE WHITE, ASHTON BROOKE 7802 FOREST OAKS LN Vehicle Totalled 1/9/2026 1/12/2026 ($10.17) ($31.32) $0.00 ($1.09) ($0.24) ($1.82) ($23.32) $67.96 ($0.44) ($3.28) ($42.01) $115.12 ($18.33) ($43.23) $0.00 ($5.87) ($1.96)959780856 Refund Generated due to proration on Bill #0057365108-2024- 2024-0000-00 Vehicle Sold 1/6/2026 1/7/2026WAXHAW, NC 28173 Proration 0057365108 HFD2088 AUTHORIZED WILLIAMS, HANNAH MONROE WILLIAMS, HANNAH MONROE 3117 PINE POINTE ST ($0.95) ($7.15) ($91.58) $250.92 ($39.94) ($94.22) $0.00 ($12.80) ($4.28)959738072 Refund Generated due to proration on Bill #0072407553-2024- 2024-0000-00 Vehicle Sold 1/5/2026 1/6/2026WAXHAW, NC 28173 Proration 0072407553 HJE3493 AUTHORIZEDWILLARD, DAVID CONWAY WILLARD, DAVID CONWAY 2204 GALLBERRY LN WRIGHT, SUSAN MAE 8303 RED LANTERN RD ($0.12) ($1.04) ($7.17) $17.93 ($3.01) ($5.06) $0.00 ($1.24) ($0.29)964672720 Refund Generated due to proration on Bill #0086640890-2025- 2025-0000-00 Vehicle Sold 1/30/2026 2/3/2026MATTHEWS, NC 28104 Proration 0086640890 LKC1240 AUTHORIZED ($0.45) ($5.66) $12.47 WYATT-INGRAM, STUART GEORGE WYATT-INGRAM, STUART GEORGE 310 CALEDONIA WAY WAXHAW, NC 28173 Proration 0084197538 EDL6331 AUTHORIZED 840078043 Refund Generated due to proration on Bill #0084197538-2024- 2024-0000-00 ($2.46) ($2.81) ($0.76) ($0.26) ($0.07)841780296 Refund Generated due to proration on Bill #0076667956-2024- 2024-0000-00 Vehicle Sold 1/16/2026 1/20/2026INDIAN TRAIL, NC 28079 Proration 0076667956 TKE1538 AUTHORIZEDWRIGHT, SUSAN MAE X LIMO INC X LIMO INC 2300 COLTSGATE RD Vehicle Totalled 1/7/2026 1/8/2026 ($25.10) ($3.85) ($6.12) ($2.69) ($0.60) ($4.49) ($57.55) $100.40 ($0.83) ($7.22) ($49.71) $142.95 ($20.86) ($53.83) $0.00 ($8.54) ($1.96)963088360 Refund Generated due to proration on Bill #0080793155-2025- 2025-0000-00 Vehicle Sold 1/22/2026 1/23/2026WAXHAW, NC 28173 Proration 0080793155 ZT3396 AUTHORIZED ($4.18) ($0.64) ($1.02) ($0.45) ($0.10)841059436 Refund Generated due to proration on Bill #0069147695-2024- 2024-0000-00 Vehicle Sold 1/12/2026 1/13/2026WEDDINGTON, NC 28104 Proration 0069147695 TCD3283 AUTHORIZEDYERUVA, RAVI KUMAR REDDY YERUVA, RAVI KUMAR REDDY ALLAM, SHAILAJA 812 BROWN CREEK DR ($0.75) ($9.58) $16.72 Page 14 of 15 170 Payee Name Secondary Owner Address 1 Address 3 Refund Type Bill #Plate Number Status Transaction #Refund Description Refund Reason Create Date Authorization Date Tax Jurisdiction Levy Type Change Interest Change North Carolina Vehicle Tax System Pending Refund Report Primary Owner Address 2 Total Change 001 TAX ($27.94)$0.00 970 TAX ($2.82)$0.00 026 TAX ($6.81)$0.00 003 TAX ($3.00)$0.00 005 TAX ($0.67)$0.00 004 TAX ($5.00)$0.00 002 TAX ($64.06)$0.00 Refund 001 TAX ($30.94)$0.00 970 TAX ($6.19)$0.00 026 TAX ($8.37)$0.00 003 TAX ($2.92)$0.00 005 TAX ($1.24)$0.00 004 TAX ($10.71)$0.00 002 TAX ($73.71)$0.00 Refund 001 TAX ($2.44)$0.00 500 TAX ($6.30)$0.00 500 VEHICLE FEE $0.00 $0.00 028 TAX ($1.00)$0.00 003 TAX ($0.23)$0.00 005 TAX ($0.10)$0.00 004 TAX ($0.84)$0.00 002 TAX ($5.82)$0.00 Refund Refund Total ZALIZNIAK, GREGORY WALTER ZALIZNIAK, GREGORY WALTER 1400 CRESTGATE DR WAXHAW, NC 28173 Proration 0078934059 RHC4769 AUTHORIZED 841779477 Refund Generated due to proration on Bill #0078934059-2024- 2024-0000-00 ZALIZNIAK, KATHRYN KERENSA 1400 CRESTGATE DR Vehicle Sold 1/16/2026 1/20/2026 ($27.94) ($2.82) ($6.81) ($3.00) ($0.67) ($5.00) ($64.06) $110.30 ($10.71) ($73.71) $134.08 ZHYDETSKYI, TSEZARII ZHYDETSKYI, TSEZARII 5046 OAKMERE RD WAXHAW, NC 28173 Adjustment < $100 0076048478 VCV8029 PENDING 959220856 Refund Generated due to adjustment on Bill #0076048478- 2025-2025-0000-00 ($30.94) ($6.19) ($8.37) ($2.92) ($1.24)841779470 Refund Generated due to proration on Bill #0086556913-2025- 2025-0000-00 Vehicle Sold 1/16/2026 1/20/2026WAXHAW, NC 28173 Proration 0086556913 JJX6299 AUTHORIZED ZALIZNIAK, KATHRYN KERENSA $14392.19 Over Assessment 1/2/2026 ($2.44) ($6.30) $0.00 ($1.00) ($0.23) ($0.10) ($0.84) ($5.82) $16.73 Page 15 of 15 171 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-120 Agenda Date:3/2/2026 TITLE:..title FY2026 Budget Transfers Reporting - 2nd Quarter INFORMATION CONTACT: Blake Hart, Budget & Grants Management, Assistant Director, 704-283-3674 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: Per section XV, XVI, XVII, XVIII, XIX, and XX of the FY 2026 Adopted Operating and Capital Budget Ordinance, management reports the following County Manager Budget Amendments (CMBA) made by the County Manager for the second quarter of fiscal year 2026. CMBA 8: To appropriate remaining balance of the McKinsey Opioid settlement funds from FY 2025 to FY 2026 To appropriate revenue and fund balance/retained earnings for outstanding contracts, purchase orders a available project/program balances for expenditures, projects and programs of fiscal year 2026. To be approved as provided in section XI of the FY 2026 Operating and Capital Budget Ordinance. CMBA 9: To appropriate the FY 2026 Longevity bonuses for all eligible employees in the General Fund, Water and Sewer, Solid Waste. Approval authority stated in Section XI of the FY 2026 Adopted Operating and Capital Budget Ordinance. CMBA 10: To transfer funds from Sheriff’s Office lapse salaries & Operating, as well as Sheriff’s Time in class and Cola budget to implement the Sheriff’s Office Salary increase. Approval authority stated in Section XI of the FY 2026 Adopted Operating and Capital Budget Ordinance. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™172 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-121 Agenda Date:3/2/2026 TITLE:..title Tax Collector’s Departmental Report for January 2026 INFORMATION CONTACT: Kristen Foxworth, Tax Administration, Deputy Tax Administrator, 704-283-3591 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: This report reflects the totals of all tax transactions within the Tax Collector’s office for the month of January 2026 as required by NCGS 105-350(7). FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™173 Tax Administration | Revenue Division 500 North Main Street, Suite 119 Monroe, NC 28112 T 704-283-3848 unioncountync.gov Memorandum To: Board of County Commissioners Brian Matthews, County Manager Lynn West, Clerk to the Board From: Vann Harrell Tax Administrator Date: February 12, 2026 Re: Departmental Monthly Report The Tax Collector’s monthly/year to date collections report for the month ending January 30, 2026 is attached for your information and review. Should you desire additional information, I will provide that at your request. Attachment VH/JM 174 JANUARY 2026 PERCENTAGE FOR REGULAR TAX JANUARY 30, 2026 REGULAR TAX 2026 2025 2024 2023 2022 BEGINNING CHARGE - 274,849,835.71 237,274,187.58 226,207,334.16 217,096,914.73 TAX CHARGE PUBLIC UTILITIES CHARGE DISCOVERIES 53,812.41 NON DISCOVERIES 7,918.86 4,221.37 4,171.56 3,538.01 RELEASES (459.55) (8,656.29) (1,449.03) (1,451.90) (1,478.61) TOTAL CHARGE 53,352.86 274,849,098.28 237,276,959.92 226,210,053.82 217,098,974.13 BEGINNING COLLECTIONS - 222,507,728.50 237,088,535.51 226,116,184.79 217,036,412.29 COLLECTIONS 1,194.09 44,672,069.62 24,325.73 6,089.52 5,240.66 TOTAL COLLECTIONS 1,194.09 267,179,798.12 237,112,861.24 226,122,274.31 217,041,652.95 BALANCE OUTSTANDING 52,158.77 7,669,300.16 164,098.68 87,779.51 57,321.18 PERCENTAGE OF REGULAR 2.24%97.21%99.93%99.96%99.97% OVERALL CHARGED 53,352.86 274,849,098.28 237,276,959.92 226,210,053.82 217,098,974.13 OVERALL COLLECTED 1,194.09 267,179,798.12 237,112,861.24 226,122,274.31 217,041,652.95 OVERALL PERCENTAGE 2.24%97.21%99.93%99.96%99.97% 1 175 JANUARY 2026 PERCENTAGE FOR REGULAR TAX JANUARY 30, 2026 REGULAR TAX BEGINNING CHARGE TAX CHARGE PUBLIC UTILITIES CHARGE DISCOVERIES NON DISCOVERIES RELEASES TOTAL CHARGE BEGINNING COLLECTIONS COLLECTIONS TOTAL COLLECTIONS BALANCE OUTSTANDING PERCENTAGE OF REGULAR OVERALL CHARGED OVERALL COLLECTED OVERALL PERCENTAGE 2021 2020 2019 2018 208,195,025.87 192,181,155.30 186,540,147.30 180,717,811.44 (1,656.89) 208,193,368.98 192,181,155.30 186,540,147.30 180,717,811.44 208,144,472.59 192,112,312.36 186,443,804.57 180,660,608.22 (726.86) 533.05 516.55 670.05 208,143,745.73 192,112,845.41 186,444,321.12 180,661,278.27 49,623.25 68,309.89 95,826.18 56,533.17 99.98%99.96%99.95%99.97% 208,193,368.98 192,181,155.30 186,540,147.30 180,717,811.44 208,143,745.73 192,112,845.41 186,444,321.12 180,661,278.27 99.98%99.96%99.95%99.97% 2 176 JANUARY 2026 PERCENTAGE FOR REGULAR TAX JANUARY 30, 2026 REGULAR TAX BEGINNING CHARGE TAX CHARGE PUBLIC UTILITIES CHARGE DISCOVERIES NON DISCOVERIES RELEASES TOTAL CHARGE BEGINNING COLLECTIONS COLLECTIONS TOTAL COLLECTIONS BALANCE OUTSTANDING PERCENTAGE OF REGULAR OVERALL CHARGED OVERALL COLLECTED OVERALL PERCENTAGE 2017 2016 186,663,147.61 176,859,604.37 186,663,147.61 176,859,604.37 186,616,306.22 176,821,037.76 403.87 520.28 186,616,710.09 176,821,558.04 46,437.52 38,046.33 99.98%99.98% 186,663,147.61 176,859,604.37 186,616,710.09 176,821,558.04 99.98%99.98% 3 177 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-123 Agenda Date:3/2/2026 TITLE:..title Human Resources Reports for January 2026 INFORMATION CONTACT: Julie Broome, Human Resources, Director, 704-283-3869 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: These reports include all new hires, separations from service, and retirements for Union County Local Government for the month of January 2026. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™178 Name 1/12/26 1/12/26 1/12/26 1/12/26 1/26/26 1/12/26 1/12/26 1/12/26 1/12/26 1/12/26 1/12/26 1/12/26 1/26/26 1/26/26 1/26/26 1/12/26 1/12/26 1/26/26 1/26/26 1/12/26 1/12/26 1/12/26 1/12/26 SOLID WASTE DANIEL P HELDT UTILITY SITE ATTENDANT PT UCW - ENGINEERING LIAM P MCNALLY ASSOCIATE ENGINEER DERRICK J THOMPSON DETENTION OFFICER JEREMY D WILLIAMS DETENTION OFFICER SHERIFF/JAIL/FACILITIES AVERY M MEDLIN ANIMAL CARE SPECIALIST ALEXANDER T RAINIER LIBRARY ASSOCIATE PT SHERIFF/JAIL/FAC 80.5 HRS CHARLES P D'APICE DETENTION OFFICER ISAIAH A MARTINEZ DETENTION OFFICER PUBLIC LIBRARY GRACE M JOYNER LIBRARY ASSOCIATE PT CARRIE M MILSTEAD LIBRARY SPECIALIST PT MICHELLE M NISKA ELIGIBILITY SPECIALIST TAMAYA A WILLIAMS SENIOR SOCIAL WORKER MALCOLM T MURRAY ADMINISTRATIVE PROF I PT ASHLEY F GATTISON SOCIAL WORKER JENNIFER M HARRINGTON ELIGIBILITY SPECIALIST HS - PUBLIC HEALTH JULYETH M BORJA CLINICAL ASSISTANT PT HS - SOCIAL SERVICES JENNIFER L BRUNO BEHAVIORAL HEALTH THERAPIST COOPERATIVE EXTENSION ROBERT K FUNDERBURK EVENT ASSISTANT PT ENVIRONMENTAL HEALTH LOGAN W BRADY ENVIRONMENTAL HEALTH SPEC MARY D MADDOX TELECOMMUNICATOR I CAROLYN M PEREZ MARILUZ TELECOMMUNICATOR I ANDREA J SPARGO TELECOMMUNICATOR I UNION COUNTY PERSONNEL REPORT REPORT OF NEW HIRES January 2026 Hire Date Position 911 COMMUNICATIONS SCOTT L HASKELL TELECOMMUNICATOR I Page 1 of 1 179 Name UCW - WATER & WASTEWATER OPS JONATHAN M STUMP 11/17/25 1/27/26 UTILITY TECHNICIAN I RETIREES GINA A HANEY 10/20/25 1/30/26 TRANSPORTATION DRIVER PT DERRICK J THOMPSON 1/26/26 1/28/26 DETENTION OFFICER SOLID WASTE TERAISA M TUCKER 6/21/21 1/9/26 UTILITY SITE ATTENDANT MATTHEW G BAUCOM 1/16/24 1/13/26 DETENTION OFFICER JOSHUA W BANKS 4/7/25 1/20/26 DETENTION OFFICER REGISTER OF DEEDS SARA P CAPONI 5/2/16 1/30/26 DEPUTY II - ROD SHERIFF/JAIL/FAC 80.5 HRS VALERIE A CISNEROS-ROMAN 5/17/25 1/28/26 LIFEGUARD - SEASONAL PARKS AND RECREATION KAYLEE G HINSON 9/7/23 1/10/26 OFFICE ATTENDANT - SEASONAL SANDRA L MCNEIL 5/14/25 1/12/26 HEAD LIFEGUARD - SEASONAL TAMAYA A WILLIAMS 1/12/26 1/28/26 SENIOR SOCIAL WORKER HS - TRANSPORTATION JOYCE A GROGAN 11/17/25 1/16/26 TRANSPORTATION DRIVER BOARD OF ELECTIONS JILLIAN K VINES 10/17/24 1/16/26 ONE STOP OFFICE SUPPORT HS - SOCIAL SERVICES SEPARATION FROM SERVICE 911 COMMUNICATIONS AMY N DAVIS 8/12/24 1/30/26 TELECOMMUNICATOR I MICHAEL S EVERETTE 1/7/19 1/30/26 DEPUTY SHERIFF PLANNING JAMES D KING 12/15/14 1/30/26 SENIOR PLANNER UNION COUNTY PERSONNEL REPORT REPORT OF RETIREES AND SEPARATIONS FROM SERVICE January 2026 Hire Date Separation Date Position SHERIFF/JAIL/FACILITIES Page 1 of 1 180 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-127 Agenda Date:3/2/2026 TITLE:..title Facilities Major Capital Projects Update - Quarterly Report INFORMATION CONTACT: Linda Whitaker, Facilities and Fleet Management, Assistant Director Design and Construction, 704- 420-2626 ACTION REQUESTED: None - Information Only. PRIOR BOARD ACTIONS: None. BACKGROUND: This is the quarterly major capital projects update for projects managed by the Facilities and Fleet Management Department. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™181 Quarterly Facilities Capital Projects Update Major Capital (MC) March 2, 2026 182 Project Partners Development and financial responsibility for entry roads and other infrastructure Edifice CMAR 1 2 Funding Source 5 NCDA FP Grant2 500,000.00$ 1/29/2026 Notes:County has applied for a future NCDA FP Grant of $ 500,000.00 PreDesign Design Contracts/Bidding Permitting, Construction Closeout Schedule Breakdown 1,810,959.00$ 505,760.00$ Last Qtr 95% Construction Documents phase completed. Guaranteed Maximum Price (GMP) contract review and preparation. Next Qtr GMP Board Approval, Permitting, Commencing Construction Unique Schedule Impacts:Land Lease with Wingate University - Lease executed Business Park road and infrastructure development by Town of Wingate - Plans developed by October, 2025 Grant Award for kitchen equipment, cold storage, shelving/racks - Grant awarded State Grant Investment Earnings Jan 2024 - Mar 2024 Apr 2024 - Oct 2025 Nov 2025 - Jan 2026 Feb 2026 - Mar 2027 Mar 2027 - Mar 2028 Transfer from Facilities Capital 19,196.00$ Total Revenue $17,380,604 Project Budget Delta $519,535 Project Revenue Funding Source 7 Intergovernmental Revenue (Wingate) Funding Source 8 Funding Source 6 Soft Costs $965,921 Funding Source 3 Transfer from General Fund 476,243.00$ Construction $15,895,148 Funding Source 4 GoldenLEAF Grant1 1,000,000.00$ Project Total $16,861,069 Funding Source 2 UC/EDC Capital 7,447,087.00$ Providing $5,000,000 in funding Construction NC Cooperative Extension Management of day to day operations Budget Revenue Budget Breakdown Funding Source 1 State Appropriation 5,000,000.00$ Current Phase 15.0%6 Mnth Lag 3/1/2027 2%6%21,452 gsf $17,380,604Funding Source 9 Bond Interest Income 621,359.00$ Project Budget PM: Bruno $17,380,604 Town of Wingate Wingate University Land lease, curriculum development and sharing, scholarship commitment Project Name Project Description Capital Account Union County Food Innovation Center Design and construct a facility to support an incubator space for local food product development, production and packaging. The facility is planned to be between 15,000 to 30,000 gsf with key features including: dry storage, cold storage, commercial kitchens, food processing suites, wash stations, food packaging rooms, office space, food truck parking. 40080187 CPL Architect Progress to Completion Schedule Lead/Lag Est. Completion Date Funds Encumbered Expenses to Date Building Size Current Phase State of North Carolina 183 Responsible for daily operations of new facility Last Qtr Schematic Design phase completed, Schematic Design phase cost estimate completed. Next Qtr Design Development phase nearing completion, Design Development phase estimate and value management review will be in progress after layout approval. Unique Schedule Impacts:Site and long lead time packages to bid early. Layout configuration review by UC Leadership. PreDesign Design Contracts/Bidding Construction Closeout Schedule Breakdown Aug 2024 - Feb 2025 Feb 2025 - May 2026 May 2026 - Aug 2026 Sept 2026 - Oct 2027 Oct 2027 - Oct 2028 Future Funding Source 3 Project Contingency $217,307 Total Future Funding $0 Project Total $15,498,394 Future Funding Source 1 D/C Subtotal $14,980,677 Future Funding Source 2 Owner Reserves $300,410 Total Revenue $15,500,140 Furniture/Fixed Equipment $946,760 Construction Contingency $297,307 Funding Source 2 Design $865,260 Funding Source 3 Construction $12,871,350 Budget Revenue Budget Breakdown Funding Source 1 UC WATER Capital $15,500,140 Current Phase Building Size 10.0%8 Wks Lag 10/1/2027 6%3%20,142 gsf Progress to Completion Schedule Lead/Lag Est. Completion Date Funds Encumbered Expenses to Date Current Phase Edifice CMAR Design/Construction Documents Project Budget $15,500,140 UC Water Department Progressive Design Architect Project Name Project Description Capital Account UC Water Operation Center Expansion and Renovation Design and construct a facility to support UC Water growing needs. The project is proposed to be constructed on the premises of the current operations center in Monroe. The anticipated building size is approximately 30,000 gsf and will contain general offices for Administration, Engineering, Operations, Customer Service that includes customer drive-thru for various transactions and Warehouse space. In addition to this, a renovation of approximately 3,000 gsf of existing Ops Center. 60186019 Project Partners PM: Soto 02.02.2026 184 Responsible for daily operation of new facility Last Qtr Construction completed. Next Qtr Move-in scheduled. Unique Schedule Impacts:Furniture delivery PreDesign Design Contracts/Bidding Construction Closeout Schedule Breakdown Aug 2022 - Nov 2022 Nov 2022 - Apr 2024 Apr 2024 - Jan 2025 Feb 2025 - Nov 2025 Nov 2025 - Nov 2026 Future Funding Source 3 Project Contingency $0 Total Future Funding $0 Project Total $938,588 Future Funding Source 1 D/C Subtotal $938,588 Future Funding Source 2 Owner Reserves Total Revenue $950,000 Furniture/Fixed Equipment $17,451 Construction Contingency $78,221 Funding Source 2 Interest Income $100,000 Design $60,700 Funding Source 3 Event Ctr Support Fac $250,000 Construction $782,216 Budget Revenue Budget Breakdown Funding Source 1 UC Capital MC $600,000 Current Phase Building Size 100.0%0 Wks Lag 11/15/2025 8%92%3,588 gsf Progress to Completion Schedule Lead/Lag Est. Completion Date Funds Encumbered Expenses to Date Current Phase Rushing Contracting General Contractor Closeout/Warranty Project Budget $950,000 UC Parks and Recreation Creech & Associates Architect Project Name Project Description Capital Account UC Cane Creek Campground Store Design and Construction of a new building of approximately 1,300 SF that will serve as a general store for the Cane Creek Park Campground area. 40080100 Project Partners PM: Soto 02.02.2026 185 Project Partners Responsible for daily operations of new facility Last Qtr Construction Documents phase completed, begin Permitting process. Next Qtr Permitting completed, begin bidding process. Unique Schedule Impacts:Permitting process. New building location - coordination with utilities. Size and location of the current septic system. PreDesign Design Contracts/Bidding Construction Closeout Schedule Breakdown Feb 2025 - Jun 2025 Jun 2025 - Jan 2026 Feb 2026 - May 2026 June 2026 - Feb 2027 Feb 2027 - Feb 2028 Future Funding Source 3 Project Contingency $192,000 Total Future Funding $0 Project Total $3,262,300 Future Funding Source 1 D/C Subtotal $3,070,300 Future Funding Source 2 Owner Reserves Total Revenue $3,350,000 Furniture/Fixed Equipment $204,000 Construction Contingency $192,000 Funding Source 2 Design $174,300 Funding Source 3 Construction $2,500,000 Budget Revenue Budget Breakdown Funding Source 1 UC Solid Waste MC $3,350,000 Current Phase Building Size 15.0%0 Wks Lag 2/28/2027 1%99%6,000 gsf Progress to Completion Schedule Lead/Lag Est. Completion Date Funds Encumbered Expenses to Date Current Phase TBD General Contractor Design/Construction Documents Project Budget $3,577,000 UC Solid Waste McMillan Pazdan Smith Architect Project Name Project Description Capital Account Austin Chaney Operation Center Design and construct a facility to replace the existing office administrative building. The facility is planned to be a single story building between 5,000 to 6,000 gsf with key features including: nine offices, two showers, two bathrooms, one kitchenette area, one conference room, one MEP room, one storage room, one lobby for dirty entry and one lobby for clean entry. 61287000 PM: Soto 02.02.2026 186 Project Partners Historic tree protection advice Construction Document Complete, bidding Last Qtr Next Qtr Schematic/Design Development phase completed, Constrcution Documents started Unique Schedule Impacts:Coordinating construction with the congressmen's office. Coordinating HVAC & waterproofing to maintain occupancy Coordinating construction work and historic tree preservation PreDesign Design Contracts/Bidding Construction Closeout Schedule Breakdown Feb 2025 - May 2025 Apr 2025 - May 2026 May 2026 - Aug 2026 Aug 2026 - Jun 2027 Jun 2027 - Jun 2028 Total Future Funding $0 Project Total $1,725,000 Future Funding Source 2 Owner Reserves $209,730 Future Funding Source 3 Project Contingency $80,000 Construction Contingency $116,000 Future Funding Source 1 D/C Subtotal $1,435,270 Total Revenue $1,725,000 Furniture/Fixed Equipment $0 Funding Source 2 Design $199,270 Funding Source 3 Construction $1,120,000 Budget Revenue Budget Breakdown Funding Source 1 UC Capital MC $1,725,000 Current Phase Building Size 5.0%12 Wks Lag 6/1/2027 8%3%0 Progress to Completion Schedule Lead/Lag Est. Completion Date Funds Encumbered Expenses to Date Current Phase Walter Robbs Architect Design/Design Development TBD General Contractor Project Budget $1,725,000 UC Urban Forestry UC Historical Society Advisory only Project Name Project Description Capital Account Historic Courthouse - Phase 2 Design and construct envelope repairs to windows, doors foundations drainage, water infiltration into lower level, low slope roof replacement and structural reinforcement under HVAC units, portico roof repair/replacement, wraught iron repair. 40080125 PM: Bruno 02.02.2026 187 Project Partners Supplied $20M in grant funding CPL Architect Last Qtr Next Qtr Schematic Design complete, Design Development starts Design Development and Construction Documents complete, Bidding phase Unique Schedule Impacts: Early bid packages will bid in January 2026 with full construction package bidding in July 2026 Advance Planning Design Contracts/Bidding Construction Closeout DOT coordination with Hwy 74 driveway/entrance Future Funding Source 3 Project Contingency $0 Schedule Breakdown Jun 2025 - Aug 2025 Aug 2025 - May 2026 May 2026 - Jul 2026 Aug 2026 - Nov 2027 Nov 2027 - Nov 2028 Total Future Funding $0 Project Total $20,980,429 Construction Contingency $515,378 Future Funding Source 1 D/C Subtotal $20,603,916 Future Funding Source 2 Owner Reserves $376,513 Total Revenue $20,537,481 Furniture/Fixed Equipment $1,075,000 Funding Source 2 ME Operation Funds $537,481 Design $1,834,283 Funding Source 3 Construction $17,179,255 Budget Revenue Budget Breakdown Funding Source 1 State of NC Grant $20,000,000 Current Phase Building Size 8.0%2 Wks Lag 11/1/2027 8%3%15,100 sf Timmons Civil Progress to Completion Schedule Lead/Lag Est. Completion Date Funds Encumbered Expenses to Date Current Phase Design/Design Development Wharton-Smith CMAR Project Budget $20,537,481 State of NC UC Medical Examiner Responsible for operations Project Name Project Description Capital Account South Piedmont Regional Autopsy Center The project consists of constructing a new single-story, approximately 10,000-15,000 sf building in Wingate, NC to provide morgue and forensic pathology services to the residence of Union County as well as several surrounding Counties. The office will also be responsible for death investigations under certain circumstances and work with local, state and federal law enforcement agencies when necessary. The new facility will include autopsy stations, observation rooms, examination rooms, lab space biological processing equipment refrigeration space three to four offices, a small conference area, comprehensive ventilation and air conditioning and enhanced security. 40080222 10114420 PM: Whitaker 02.12.2026 188 A&E bi-parting slidding door install, speed gates and access control programming, glass enclosure install, inspections 1 2 Notes:demo complete in lobby restrooms Last Qtr Next Qtr Wall coverings completed, countertops installed, minor punchlist items worked on, lobby restrooms demo completed Unique Schedule Impacts:Temporarily relocating existing security desk and routing staff and visitor entrance to the ground floor during construction Offer visitors and Commissioners secure 1st floor access for Board meetings during construction PreDesign Design Contracts/Bidding Construction Closeout Schedule Breakdown May 2024 - Jan 2025 Jan 2025 - May 2025 July 2025 - Jan 2026 Jan 2026 - Jan 2027 Total Future Funding $0 Project Total $462,891 Future Funding Source 2 Owner Reserves Future Funding Source 3 Project Contingency $0 Construction Contingency $34,990 Future Funding Source 1 D/C Subtotal $462,891 Total Revenue $525,365 Furniture/Fixed Equipment $0 Funding Source 2 UC FRR $172,734 Design $38,261 Funding Source 3 UC Capital MC $254,631 Construction $389,640 Budget Revenue Budget Breakdown Funding Source 1 UC OC $98,000 Current Phase Building Size 90.0%0 Wks Lag 01.30.2026 24%76%0 Progress to Completion Schedule Lead/Lag Est. Completion Date Funds Encumbered Expenses to Date Current Phase Assa Abloy Equimpent Provider Closeout/Warranty UC Public Communications Project Budget Project Partners $525,365 Gensler Heartland Contracting General Contractor Project Name Project Description Capital Account UC Government Center First Floor Finishes and Lobby Renovation Project scope consists of renovating the Government Center's main entrance and lobby to offer a well organized entrance and exit scheme to better serve employees and the public, and includes security enhancements within a new security desk, visitor management system and the addition of security tunstiles. Adjacent spaces, the main corridor, commissioners conference room, kitchenette and board room will receive new wall and flooring finishes. 40080131, 40080069 and 40080190 PM: Simpson 02.13.2026 189 Union County, NC Staff Report Union County Government Center 500 North Main Street Monroe, North Carolina www.unioncountync.gov File #:26-103 Agenda Date:3/2/2026 TITLE:..title Union County Grants Management Update INFORMATION CONTACT: Jason May, Budget & Grants Management, Director, 704-286-3760 ACTION REQUESTED: None. PRIOR BOARD ACTIONS: None. BACKGROUND: Staff will provide an overview of existing grant activity, grants management practices, and discussion of next steps in establishing the Union County Budget and Grants Management Department. FINANCIAL IMPACT: None. Union County, NC Printed on 2/17/2026Page 1 of 1 powered by Legistar™190