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01.06.2025 FINAL TC BOT AGENDA PACKET
Town of Westlake 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 Town Council/Board of Trustees Agenda - Final Council Chamber4:00 PMMonday, January 6, 2025 The Town Council of the Town of Westlake serves as the governing board for Westlake Academy. This agenda may contain both municipal and Westlake Academy items, which will be clearly identified. In an effort of transparency, this meeting will be viewable to the public via Live Stream and also available for viewing after the meeting. In an effort of meeting efficiency, any residents wishing to speak on action items must submit a speaker request form to the Town Secretary prior to the start of the meeting. A.CALL REGULAR MEETING TO ORDER AND ANNOUNCE A QUORUM PRESENT B.INVOCATION AND PLEDGES OF ALLEGIANCE C.CITIZEN/PARENT COMMENTS This is an opportunity for citizens to address the Town Council or Board of Trustees on any matter, whether or not it is posted on the agenda. Any residents wishing to speak on action items must submit a speaker request form to the Town Secretary prior to the start of the meeting. Individual citizen comments are normally limited to three (3) minutes. The presiding officer may ask the citizen to hold their comment on an agenda item if the item is posted as a Public Hearing.The Town Council and Board of Trustees cannot by law take action nor have any discussion or deliberations on any presentation made at this time concerning an item not listed on the agenda. The Town Council and Board of Trustees will receive the information, ask staff to review the matter, or an item may be noticed on a future agenda for deliberation or action. D.ITEMS OF COMMUNITY INTEREST D.1.Items of Community Interest (Communications Director Jon Sasser)25-04 E.CONSENT AGENDA All items listed below are considered routine by the Town Council and /or Board of Trustees and will be enacted with one motion. There will be no separate discussion of items unless a Council/Board Member or citizen so requests, in which event the item will be removed from the general order of business and considered in its normal sequence . Page 1 of 4 1 Town Council/Board of Trustees Agenda - Final January 6, 2025 E.1.Discuss, consider and act to approve the Town Council /Board of Trustees Minutes for the December 9, 2024 Regular Meeting (Dianna Buchanan, Town Secretary) 25-10 F.PUBLIC HEARINGS AND CORRESPONDING ACTION ITEMS F.1.Hold a public hearing, receive and discuss the 2024 Charter FIRST rating for Westlake Academy based on School Year 2022-2023 data, and the Annual Financial Management Report (Marlene Rutledge, Academic Finance Manager) WA 24-52 F.2.Hold a public hearing, discuss, consider and act to adopt Ordinance 1015 approving text amendments to PD, Planned Development District No. 3-8 generally located at the southeast corner of U .S. Highway 377 and State Highway 170; providing a penalty; providing a cumulative clause; providing a severability clause; providing a savings clause; and establishing an effective date. ORD-1015 G.REGULAR AGENDA ITEMS G.1.Discuss, consider and act on a request from Pearson 35 Opportunities, LLC to deviate from the required first floor square footage in Westlake Ranch by removing that provision and allowing the building setbacks to govern. ORD-1016 G.2.Discuss, consider and act on a request from Fox Brothers Holdings, LLC to deviate from permitted roofing materials in Entrada for a site known as Entrada Block M1, also known as La Cima de Entrada, which contains 18 townhomes generally located on the southeast corner of Girona Drive and Arta Drive. 25-13 G.3.Discuss, consider and act regarding a Resolution to take appropriate action to amend Resolution 24-52 increasing the Westlake Academy’s contribution towards the Westlake Academy Field Renovation project from five hundred thousand dollars ($500,000) to one million dollars ($1,000,000) and instruct the Town Manager to provide a Letter of Intent and a Purchase Order to Geo Surfaces to begin the project (Mayor Greaves) RES 25-03 Page 2 of 4 2 Town Council/Board of Trustees Agenda - Final January 6, 2025 G.4.Discuss, consider and act to adopt Ordinance 1017 Calling and Ordering the General Election for May 3, 2025, for the purpose of electing a Council Member Place 1, Council Member Place 3, and Council Member Place 5 for the two-year term of May 2025 through May 2027; and in conjunction Calling and Ordering a Special Election for May 3, 2025, for the purpose of electing Council Member Place 2 for the unexpired term ending May 2026; prescribing time, designating the locations and manner of conducting the election to be in accordance with the Joint Election Agreements for Election Services with Tarrant and Denton Counties; and Authorizing the Town Manager to Execute the Agreements (Dianna Buchanan, Town Secretary) ORD 1017 G.5.Consider and act to excuse Mayor and Council absence(s), if any.25-16 H.EXECUTIVE SESSION The Town Council/Board of Trustees will conduct a closed session pursuant to Section 551.071 (2) of the Texas Government Code, for the purpose of seeking confidential legal advice from the City Attorney/Westlake Academy Attorney for the following : H.1.Section 551.087: Deliberation regarding Economic Development Negotiations to deliberate the offer of a financial or other incentive to a business prospect. 25-05 H.2.Section 551.074(1): Deliberation regarding Personnel Matters - to deliberate the appointment, employment, evaluation, reassignment, duties, of a public officer or employee : Planning and Zoning Commission 25-11 H.3.Section 551.071: Consultation with and legal advice from the Town Attorney regarding pending litigation - Vertical Bridge v . Town of Westlake 25-15 I.TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS J.FUTURE AGENDA ITEMS K.STAFF RECAP OF COUNCIL DIRECTION L.ADJOURNMENT Page 3 of 4 3 Town Council/Board of Trustees Agenda - Final January 6, 2025 I certify that the above notice was posted on the bulletin board at Town of Westlake, Town Hall, located at 1500 Solana Blvd., Building 7, Suite 7100, Westlake, TX 76262, in compliance with the Texas Open Meetings Act, Chapter 551 of the Texas Government Code. __________________________ Town Secretary Disabilities Notice: If you plan to attend the meeting and have a disability that requires special needs, please contact the Town Secretary's Office 48 hours in advance at Ph. 817-490-5711 and reasonable accommodations will be made to assist you. Page 4 of 4 4 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:25-04 Agenda Date:1/6/2025 Agenda #:D.1. TOWN STAFF REPORT RECOMMENDATIONS Items of Community Interest (Communications Director Jon Sasser) STAFF:Communications Director Jon Sasser BACKGROUND: Pursuant to Texas Government Code Section 551.0415 the Town Council (and or designee)may report on the following items:(1)expression of thanks,congratulations,or condolences;(2)information about holiday schedules;(3)recognition of individuals;(4)reminders about upcoming Town Council events;(5)information about community events; and (6) announcements involving imminent threat to public health and safety. NOTABLE ITEMS AND UPCOMING EVENTS: Planning & Zoning Meeting CANCELED Tuesday, January 7, 2025; 5 pm 1500 Solana Blvd, Westlake, TX Town Hall/Municipal Court CLOSED MLK Day Observance Monday, January 20, 2025 Town Council Meeting Tuesday, January 21, 2025; 4 pm 1500 Solana Blvd, Westlake, TX International Student Leadership Symposium 2025 January 13-21, 2025 Filing Period for May 3, 2025 General and Special Election begins January 15th The filing period for the May 3, 2025, General and Special Election begins January 15, 2025 and ends on February 14, 2025. General Election for at-large Council Member Places 1, 3 and 5 term May 2025 thru May 2027 Special Election for at-large Council Member 2 unexpired term thru May 2026 Contact the Town Secretary’s Office for more information at 817-490-5711 or email to dbuchanan@westlaketx.gov. Town of Westlake Printed on 1/3/2025Page 1 of 1 powered by Legistar™5 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:25-10 Agenda Date:1/6/2025 Agenda #:E.1. TOWN STAFF REPORT RECOMMENDATIONS Discuss, consider and act to approve the Town Council/Board of Trustees Minutes for the December 9, 2024 Regular Meeting (Dianna Buchanan, Town Secretary) STAFF:Town Secretary Dianna Buchanan BACKGROUND: The Town Council Board of Trustees Minutes from the December 9,2024 Regular Meeting are attached for review and consideration of approval. Once approved,all meeting minutes will be executed and uploaded to the Town of Westlake website for transparency and Laserfiche software for state retention compliance. ATTACHMENTS: 12.09.2024 TC/BOT Regular Meeting Minutes TOWN COUNCIL ACTION/OPTIONS: 1)Motion to approve minutes, as presented. 2)Motion to approve the minutes with the following corrections/changes (please state corrections/changes in motion) 3)Motion to table 4)Motion to deny Town of Westlake Printed on 1/3/2025Page 1 of 1 powered by Legistar™6 Town of Westlake 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 Town Council/Board of Trustees Meeting Minutes - Draft 4:00 PM Council ChamberMonday, December 9, 2024 A.CALL REGULAR MEETING TO ORDER AND ANNOUNCE A QUORUM PRESENT Mayor Greaves called the meeting to order at 4:00 pm and announced a quorum present. PRESENT: Mayor Kim Greaves Mayor Pro Tem Tammy Reeves Council Member Todd Gautier Council Member Mike Asselta Council Member Michael Yackira Council Member Anna White STAFF PRESENT: Town Manager Wade Carroll Head of School Dr. Kelly Ritchie Deputy Town Manager Jason Alexander Dir. Innovation & Dev. Michelle Briggs Communications Director Jon Sasser Town Secretary Dianna Buchanan Town Attorney Stan Lowry School Attorney Janet Bubert Finance Director Cayce Lay Lamas Fire Chief John Ard Human Resources Director Sandy Garza Public Works Director Cheryl Taylor IT Director Jason Power Academic Finance Manager Marlene Rutledge Asst. Public Works Director Kyle Flanagan Middle School Principal Maxwell Ituah Director of Accountability Darcy McFarlane High School Principal Dr. James Owen Keller Police Chief Brad Fortune B.INVOCATION AND PLEDGE OF ALLEGIANCE Pastor Clayton Reed, Southlake Baptist Church, provided the invocation. Mayor Greaves and Westlake Academy Head of School Dr. Kelly Ritchie introduced Westlake Academy students Cameron Flora (1st grade), Deker Flora (Kindergarten) and William Frazier (10th grade), to assist with leading the pledges to the U.S. Flag and the Texas Flag. Pledges recited. C.CITIZEN/PARENT COMMENTS There was no one to speak at this time. D.ITEMS OF COMMUNITY INTEREST Page 1 of 6 7 Town Council/Board of Trustees Meeting Minutes - Draft December 9, 2024 D.1.Items of Community Interest (Communications Director Jon Sasser)24-388 Communications Director Jon Sasser provided an overview of upcoming events and items of community interest. He reminded that Vacation Watch is available for residents traveling during the holiday and can be requested via the Town's website. He also provided a recap of the holiday event which was attended by over 1,500 people this year. E.PRESENTATION E.1.Exploring the International Baccalaureate (IB): Approaches to Teaching and Learning at Westlake Academy (Michelle Briggs, Westlake Academy Director of Innovation and Development) 24-370 Michelle Briggs, Westlake Academy Director of Innovation and Development, presented a video presentation that was played called "Exploring the International Baccalaureate (IB): Approaches to Teaching and Learning at Westlake Academy". F.CONSENT AGENDA F.1.Discuss, consider and act to approve the Town Council/Board of Trustees Minutes for the November 7, 2024 Special Called Strategic Planning Work Session and the November 11, 2024 Regular Meeting (Dianna Buchanan, Town Secretary) 24-371 F.2.Discuss, consider and act to approve WA Resolution 24-41 authorizing payment of International Baccalaureate (IB) Exam Fees for the May 2025 Exam Session (DP Coordinator Brandon Llewellyn) WA RES 24-41 Motion to approve the Consent Agenda by Council Member White and Motion Second by Council Member Yackira. Mayor Greaves called for the vote. MOTION TO APPROVE THE CONSENT AGENDA APPROVED UNANIMOUSLY. G.REGULAR AGENDA ITEMS G.1.(TABLED 11/11/2024) Discuss, consider and act to cast the Town of Westlake’s allocated votes for appointment to the Tarrant Appraisal District Board of Directors (Wade Carroll, Town Manager) RES 24-78 C Motion by Council Member White and Motion Second by Mayor Pro Tem Reeves to remove item G.1.from the Table for consideration. Mayor Greaves called for the vote. MOTION TO REMOVE THE ITEM FROM THE TABLE APPROVED UNANIMOUSLY. Motion by Council Member Asselta and Motion Second by Mayor Pro Tem Reeves to cast the Town of Westlake's 4 votes for Mike Alfred for the Tarrant Appraisal District Board of Directors election. Mayor Greaves called for the vote. MOTION TO CAST THE TOWN OF WESTLAKE'S 4 VOTES FOR MIKE ALFRED FOR THE TARRANT APPRAISAL DISTRICT BOARD OF DIRECTORS APPROVED UNANIMOUSLY. Page 2 of 6 8 Town Council/Board of Trustees Meeting Minutes - Draft December 9, 2024 G.2.(TABLED 11/11/2024) Discuss, consider and act to cast the Town of Westlake’s allocated vote for appointment to the Denton Central Appraisal District Board of Directors (Wade Carroll, Town Manager) RES 24-79 C Motion by Council Member White and Motion Second by Council Member Yackira to remove G.2. from the Table for consideration. Mayor Greaves called for the vote. MOTION TO REMOVE FROM THE TABLE APPROVED UNANIMOUSLY. Motion by Council Member White and Motion Second by Council Member Yackira to take no action regarding the Denton Central Appraisal District Board of Directors election. Mayor Greaves called for the vote. MOTION APPROVED UNANIMOUSLY TO TAKE NO ACTION REGARDING THE DENTON CENTRAL APPRAISAL DISTRICT BOARD OF DIRECTORS ELECTION. G.3.Discuss, consider and act to approve Resolution 24-84 approving a Development Agreement between the Town of Westlake, Texas and Fenway Development, Inc., for subdivision improvements for Solana Hills, a residential development to be designed and built in adjacency to Sam School Road. (Jason Alexander, AICP, CEcD, Deputy Town Manager ) RES 24-84 Deputy Town Manager Jason Alexander provided an overview of the item which is a development agreement for a residential development named Solana Hills, to be built adjacent to Sam School Road. The Town's ordinances require an approved development agreement for all planned developments and that the agreement address cost sharing for public improvements, timing of improvements and open space. The Town will share in costs to improve Sam School Road that will include reconstructing and repaving the road in concrete and the addition of sidewalks. The developer will escrow funds for their portion of the improvement costs and contribute $15,000 per residential lot to Westlake Academy. All internal streets are private and will be owned and maintained by the homeowner's association. Architectural standards for the development must still be approved by Town Council. Staff recommends approval of the development agreement. The applicant's representative was present and addressed Council in support of the agreement. Motion by Council Member White and Motion Second by Council Member Yackira to approve Resolution 24-84 a Development Agreement between the Town and Fenway Development, Inc. for Solana Hills, with the conditions that the developer is 1) to conduct a study to determine best location for and to provide a crosswalk, 2) to ensure that the developer provide connectivity between the subdivision, the Town's sidewalk and trail systems; and 3) to develop a bridge over the creek for pedestrian use. Mayor Greaves called for the vote. MOTION TO APPROVE RESOLUTION 24-84 WITH CONDITIONS AS STATED APPROVED UNANIMOUSLY. Page 3 of 6 9 Town Council/Board of Trustees Meeting Minutes - Draft December 9, 2024 G.4.Discuss, consider and act regarding WA Resolution 24-42 approving amendments to the Westlake Academy Admissions Policy to eliminate the Notice of Intent to Return form currently sent to enrolled students each year and setting a defined closing date for accepting waitlist applications from secondary boundary students applying to grades Kindergarten through Grade 8. (Darcy McFarlane, Director of Accountability) WA RES 24-42 Darcy McFarlane, Director of Accountability, provided an overview of the item which if approved will eliminate the Notice of Intent to Return Form and will set a defined closing date for accepting wait list applications from secondary boundary students applying to kindergarten thru Grade 8 and close January 31st each year. Discussion was held. Motion by Council Member White and Motion Second by Mayor Pro Tem Reeves to approve WA Resolution 24-42 approving amendments to the terms of the Charter issued by the Texas Education Agency for Operation of Westlake Academy as an open-enrollment charter school to include changes to the limit on class size and changes to the secondary boundary from which applications for admission are accepted. Mayor Greaves called for the vote. MOTION TO APPROVE WA RESOLUTION 24-42 APPROVED UNANIMOUSLY. G.5.Discuss, consider and act regarding WA Resolution 24-43 to approve amendments to the terms of the Charter issued by the Texas Education Agency for the Operation of Westlake Academy as an open-enrollment charter school to include changes to the limit on class size and changes to the secondary boundary from which applications for admission are accepted (Dr. Kelly Ritchie, Head of School) WA RES 24-43 Head of School Dr. Kelly Ritchie provided a presentation regarding this item which will bring Westlake Academy into compliance with what the charter requires for class sizes and reduce the number of school districts in Westlake Academy's secondary boundaries. Motion by Council Member Anna White and Motion Second by Mayor Pro Tem Tammy Reeves to approve WA Resolution 24-43 approving amendments to the terms of the Charter issued by the Texas Education Agency for the operation of Westlake Academy as an open-enrollment charter school to include changes to the limit on class size and changes to the secondary boundary from which applications for admission are accepted. Mayor Greaves called for the vote. MOTION TO APPROVE WA RESOLUTION 24-43 AS PRESENTED APPROVED UNANIMOUSLY. At this time, Mayor Greaves noted that Town Council would recess to Executive Session to consult with counsel regarding Agenda Items G.6 and G.7. as well as Executive Session items H.1. thru H.6. as shown on the agenda. He called out all the captions and then recessed the Regular Meeting to Executive Session at 5:00 p.m. Mayor Greaves reconvened the Regular Meeting from Executive Session at 6:59 p.m. and directed the agenda to Item G.5. Council Members Asselta and Yackira did not return to the Regular Meeting after Executive Session. Page 4 of 6 10 Town Council/Board of Trustees Meeting Minutes - Draft December 9, 2024 G.6.Discuss, consider and act regarding Resolution 24-44 to approve the terms of a Memorandum of Understanding between Westlake Academy and the House of Commons (Dr. Kelly Ritchie, Head of School) WA RES 24-44 Motion by Mayor Pro Tem Reeves and Motion Second by Council Member White to approve WA Resolution 24-44 approving the terms of the Memorandum of Understanding between Westlake Academy and the House of Commons. Mayor Greaves called for the vote. MOTION TO APPROVE RESOLUTION 24-44 APPROVED UNANIMOUSLY. COUNCIL MEMBERS YACKIRA AND ASSELTA WERE NOT PRESENT FOR THIIS VOTE. G.7.Discuss, consider and act regarding WA Resolution 24-45 to approve the terms of a Memorandum of Understanding between Westlake Academy and the Westlake Academy Booster Club (Dr. Kelly Ritchie, Head of School) 24-398 Motion by Council Member White and Motion Second by Mayor Pro Tem Reeves to approve WA Resolution 24-45 approving the terms of the Memorandum of Understanding between Westlake Academy and the Westlake Academy Booster Club. Mayor Greaves called for the vote. MOTION TO APPROVE WA RESOLUTION 24 -45 APPROVED UNANIMOUSLY. COUNCIL MEMBERS YACKIRA AND ASSELTA WERE NOT PRESENT FOR THIIS VOTE. H.EXECUTIVE SESSION H.1.Section 551.071: Consultation with and legal advice from Academy Attorney regarding Westlake Academy Affiliate Groups. 24-379 H.2.Section 551.071: Consultation with and legal advice from Academy Attorney regarding compliance with donor restricted gifts related to Westlake Academy facilities 24-391 H.3.Section 551.073: Deliberation regarding prospective gifts related to Westlake Academy facilities. 24-392 H.4.Section 551.087: Deliberation regarding Economic Development Negotiations to deliberate the offer of a financial or other incentive to a business prospect. 24-373 H.5.Section 551.074(1): Deliberation Regarding Personnel Matters - to deliberate the appointment, employment, evaluation, reassignment, duties, of a public officer or employee: Westlake Development Corporation, Inc. Board (EDC Type 4B) 24-380 H.6.Section 551.071: Consultation with and legal advice from the Town Attorney regarding pending litigation - Vertical Bridge v. Town of Westlake 24-389 Page 5 of 6 11 Town Council/Board of Trustees Meeting Minutes - Draft December 9, 2024 I. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS MOTION BY COUNCIL MEMBER WHITE AND MOTION SECOND BY MAYOR PRO TEM REEVES TO APPROVE AND RATIFY THE ENGAGEMENT OF SPECIAL LEGAL COUNSEL, THE TELECOM FIRM P.C., TO ASSIST THE TOWN IN THE VERTICAL BRIDGE LITIGATION. Mayor Greaves called for the vote. MOTION APPROVED UNANIMOUSLY. COUNCIL MEMBERS ASSELTA AND YACKIRA WERE NOT PRESENT FOR THIS VOTE. MOTION BY MAYOR PRO TEM REEVES AND MOTION SECOND BY COUNCIL MEMBER WHITE TO APPROVE RESOLUTION 24-83 TO MAKE THE FOLLOWING APPOINTMENTS, ASSIGN PLACE NUMBERS, AND TERMS TO THE WESTLAKE DEVELOPMENT CORPORATION, INC. (EDC 4B) BOARD OF DIRECTORS AS FOLLOWS: PLACE 1 TODD GAUTIER THRU JUNE 2025; PLACE 2 TAMMY REEVES THROUGH JUNE 2026; PLACE 3 MICHAEL YACKIRA THRU JUNE 2025; PLACE 4 KIM GREAVES THRU JUNE 2026; PLACE 5 JOHN NESTOR THRU JUNE 2025; PLACE 6 JIM LENTZ THRU JUNE 2026. Mayor Greaves called for the vote. MOTION APPROVED UNANIMOUSLY. COUNCIL MEMBERS ASSELTA AND YACKIRA WERE NOT PRESENT FOR THIS VOTE. J. FUTURE AGENDA ITEMS There were not future agenda items mentioned at this time. K. STAFF RECAP OF COUNCIL DIRECTION Town Manager Wade Carroll recapped council direction received by staff including a study for a crosswalk, a pedestrian bridge over the creek, and sidewalk and trail connectivity for the future Solana Hills development.. L. ADJOURNMENT Mayor Greaves reminded that the next Regular Meeting of the Town Council/Board of Trustees will be Monday, Januuary 6, 2025, at 4 p.m. Mayor Greaves adjourned the meeting at 7:02 p.m. __________________________ Kim Greaves, Mayor ATTEST: _____________________________ Town Secretary Dianna Buchanan Page 6 of 6 12 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:WA 24-52 Agenda Date:1/6/2025 Agenda #:F.1. TOWN STAFF REPORT RECOMMENDATIONS Hold a public hearing, receive and discuss the 2024 Charter FIRST rating for Westlake Academy based on School Year 2022-2023 data, and the Annual Financial Management Report (Marlene Rutledge, Academic Finance Manager) STAFF:Marlene Rutledge, Academic Finance Manager BACKGROUND: FIRST is the acronym for the Financial Integrity Rating System of Texas, as developed for Texas school districts by the Texas Education Agency (TEA) in response to Senate Bill 875 of the 76th Legislature in 1999. The primary goal of the rating system is to achieve quality performance in the management of school district financial resources. In 2009, TEA included open-enrollment charter schools in this rating system, called Charter FIRST. DISCUSSION: After TEA receives the Academy’s financial information, a FIRST rating worksheet is completed. The current year rating worksheet contains 21 questions, called indicators. Each indicator is designed to assess the management of financial resources. Ratings are based on staff/student and financial data for the corresponding fiscal year. Charter schools provide information to TEA through various financial and audit reports, as well as data reported through the Public Education Information Management System (PEIMS). If the charter school answers “No”, or fails any of the critical indicators 1 through 5, the rating is automatically a “Substandard Achievement” regardless of points earned from other indicators. If the charter school fails any ceiling indicator, the rating is automatically an “Above Standard Achievement” with a final score of 89. For the Fiscal Year 2024 based on data from Fiscal Year 23 (Sept 2022-Aug 2023), Westlake Academy received a Substandard Achievement Rating. ·Although the Academy received an unmodified opinion on the FY23 annual audit, it was presented and approved by the Board of Trustees on August 5, 2024. The Annual Financial Report (AFR) was due to the Texas Education Agency (TEA) on January 28, 2024. This was a failure of critical indicator #1. ·Per Texas Education Code (TEC) §44.008, the Academy is required to submit the AFR to TEA no later than 150 days after the close of the fiscal year. This timeframe was not met due to the impact of the Finance & Human Resources system conversion implemented near the end of the fiscal year, which subsequently created delays in the performance of the annual audit. Town of Westlake Printed on 1/3/2025Page 1 of 3 powered by Legistar™13 File #:WA 24-52 Agenda Date:1/6/2025 Agenda #:F.1. o TEC §44.008 does not provide for extensions to the due date for any reason. ·Per BrooksWatson & Co, PLLC, the Academy’s external auditors, “The Academy should work to meet the TEA compliance requirements and submit within the time period after year end in the future.”(AFR Management Letter, July 31, 2024). o Effective July 1, 2023, the Academy moved to a June 30th fiscal year end (July 2023-June 2024 for 10-month transition year). o The annual audit for fiscal year ending June 30, 2024 was completed by BrooksWatson & Co, PLLC and the AFR was approved by the Board of Trustees on November 11, 2024 (Res 24-40). o TEA deadline for submitting the FY24 AFR: November 27, 2024. o FY24 AFR submitted to TEA: November 15, 2024. Within two months after receiving the final rating on November 8, 2024, the Board of Trustees is to hold a hearing for public discussion of the annual financial accountability system report. A notice was published in the Fort Worth Star-Telegram on December 18, 2024. In addition to the Charter FIRST annual rating and in accordance with Title 19 Texas Administrative Code, Chapter 109, Budgeting, Accounting and Auditing, Subchapter AA, Commissioner’s Rules Concerning Financial Accountability Rating System, a Financial Management Report is to be submitted to the Board of Trustees, which includes the following required disclosures: ·Copy of Head of School’s (Superintendent’s) current employment contract, including any addendums, ·Reimbursements Received by the Head of School (Superintendent) and members of the Board of Trustees, ·Outside Compensation and/or fees received by the Head of School (Superintendent) for Professional Consulting and/or other personal services, ·Gifts received by the Head of School (Superintendent), Executive Officers, and members of the Board of Trustees (and First-Degree Relatives, if any), and ·Business Transactions between Westlake Academy and members of the Board of Trustees. FISCAL IMPACT: None STAFF RECOMMENDATION: Conduct a public hearing and hold discussion regarding Westlake Academy’s FIRST rating as necessary. ATTACHMENT(S): Westlake Academy Charter FIRST Annual Financial Management Report TOWN COUNCIL ACTION/OPTIONS: Town of Westlake Printed on 1/3/2025Page 2 of 3 powered by Legistar™14 File #:WA 24-52 Agenda Date:1/6/2025 Agenda #:F.1. No action is needed Town of Westlake Printed on 1/3/2025Page 3 of 3 powered by Legistar™15 WESTLAKE ACADEMY Charter FIRST Financial Integrity Rating System of Texas 2024 Charter FIRST Annual Financial Management Report (Reviewing Data for Fiscal Year Ended August 31, 2023) 16 2 WESTLAKE ACADEMY 2024 Charter FIRST Annual Financial Management Report Reviewing Data for the Year Ended August 31, 2023 INTRODUCTION FIRST is the acronym for Financial Integrity Rating System of Texas, as developed for the Texas school districts by the Texas Education Agency in response to Senate Bill 875 of the 76th Legislature in 1999. The primary goal of the rating is to achieve quality performance in the management of school district’s financial resources. Open-enrollment charter schools were included in this rating system in 2009. FINANCIAL ACCOUNTIBILITY RATINGS Under the FIRST system, the Texas Education Agency (TEA) assigns each school district and open-enrollment charter school a financial accountability rating based on a district’s overall performance on certain financial measurements, ratios, and other indicators established by the Commissioner of Education. Preliminary ratings are released by the Texas Education Agency every calendar year during the summer. The Commissioner’s Rules for Charter FIRST are contained in Title 19, Texas Administrative Code, Chapter 109, Subchapter AA, Commissioner's Rules Concerning Financial Accountability Rating System. There were changes in the Commissioner’s Rule for Charter FIRST that were finalized in August 2018. The most substantive changes in August 2018 will be implemented by the Texas Education Agency beginning with ratings year 2020-2021 based primarily on data from fiscal year 2020. During the phase-in period, the new Charter FIRST system has separate worksheets for rating years 2017-2018 through 2020-2021 as compared to subsequent years. Going forward, the Commissioner of Education will evaluate the rating system every three years and may modify the system to improve its effectiveness. Any changes made to the rating system are communicated to school districts/open- enrollment charter schools by TEA along with the effective dates of the changes. REPORTING REQUIREMENTS Reporting the FIRST rating to the public is a key component of the system. Under FIRST, each school district/open- enrollment charter school is required to prepare and make available an annual financial management report that includes the following: The district’s financial management performance rating provided by the Texas Education Agency (TEA) based on its comparison with indicators established by the Commissioner of Education for the state’s new Financial Accountability System. The district’s financial management performance under each indicator for the current and previous years’ financial accountability ratings; and Additional information required by the Commissioner of Education. The financial management report being issued at the Charter FIRST hearing must contain certain required disclosures, in accordance with Title 19 Texas Administrative Code Chapter 109, Budgeting, Accounting, and Auditing Subchapter AA, Commissioner’s Rules Concerning Financial Accountability Rating Systems. Under Chapter 109, the Commissioner required certain disclosures, as follows: A copy of the Head of School’s (Superintendent’s) current employment contract. The school district/open-enrollment charter school may publish the superintendent’s employment contract on the district’s internet site in lieu of publication in the annual financial management report. This must disclose all compensation and benefits paid to the superintendent. 17 3 o The Head of School’s employment contract is located on the Academy’s website: https://www.westlakeacademy.org/about-us/financial-transparency/head-of-school-contract. A summary schedule for the fiscal year (12-month period) of total reimbursements received by the Head of School (Superintendent) and each board member, including transactions resulting from use of the school district's credit card(s), debit card(s), store-value card(s), and any other instruments to cover expenses incurred by the Head of School (Superintendent) and each board member. The summary schedule shall separately report reimbursements for meals, lodging, transportation, motor fuel, and other items (the summary schedule of total reimbursements is not to include reimbursements for supplies and materials that were purchased for the operation of the district). A summary schedule for the fiscal year of the dollar amount of compensation and/or fees received by the superintendent from another school district or any other outside entity in exchange for professional consulting and/or other personal services. The schedule shall separately report the amount received from each entity. A summary schedule for the fiscal year of the total dollar amount by the executive officers and board members of gifts that had an economic value of $250 or more in the aggregate in the fiscal year Code, Chapter 573, Subchapter B, as a person related to another person within the first degree by consanguinity or affinity) from an outside entity that received payments from the school district in the prior fiscal year, and gifts from competing vendors that were not awarded contracts in the prior fiscal year. This reporting requirement does not apply to reimbursement of travel- related expenses by an outside entity when the purpose of the travel is to investigate or explore matters directly related to the duties of an executive officer or board member duties, or matters related to attendance at education- related conferences and seminars whose primary purpose is to provide continuing education (this exclusion does not apply to trips for entertainment related purposes or pleasure trips). This reporting requirement excludes an individual gift or a series of gifts from a single outside entity that had an aggregate economic value of less than $250 per executive officer or board member. A summary schedule for the fiscal year of the dollar amount by board members for the aggregate amount of business transactions with the district. This reporting requirement is not to duplicate the items disclosed in the summary schedule of reimbursements received by board members. A public hearing must be held on the annual financial management report to afford interested parties the opportunity to comment on the report. The public hearing must be held within two months after receipt of the final financial accountability rating. The official notification from TEA was dated November 8, 2024. The 2024 Charter FIRST rating was based on an analysis of financial data submitted to the Texas Education Agency for the 2022-2023 fiscal year. Twenty-one indicators were evaluated to determine the overall rating (please note that indicators 10 and 16 were not rated for this time period). Westlake Academy received a Substandard Achievement Rating for FY 2024 (FY23 data). The rating worksheet detailing the Academy’s performance on each of the indicators as well as the explanations/calculations of the indicators is reflected on the remaining pages of this report. Information on the FIRST rating can be found on TEA’s website at https://tea.texas.gov/finance-and-grants/financial-accountability/financial-integrity-rating-system-of-texas- first/financial-integrity-rating-system-of-texas. 18 4 Charter FIRST - Financial Integrity Rating System of Texas 2023-2024 Ratings Based on Fiscal Year 2023 Data An Excel version of the table below is available upon request Indicator Number Indicator Description Calculations Score Critical Indicators: +1 (if any fail, the school's rating is an automatic Substandard Achievement Rating, regardless of other points earned.) Ceiling Indicators: +2 1 +1 Was the complete annual financial report (AFR) and charter school financial data submitted to TEA within 30 days of the November 27 or January 28 deadline depending on the school district’s fiscal year end date of June 30 or August 31, respectively? yes/no no 2 +1 Was there an unmodified opinion in the AFR on the financial statements as a whole? (The American Institute of Certified Public Accountants (AICPA) defines unmodified opinion. The external independent auditor determines if there was an unmodified opinion.) yes/no yes 3 +1 Was the charter school in compliance with the payment terms of all debt agreements at fiscal year end? (If the charter school was in default in a prior fiscal year, an exemption applies in following years if the charter school is current on its forbearance or payment plan with the lender and the payments are made on schedule for the fiscal year being rated. Also exempted are technical defaults that are not related to monetary defaults. A technical default is a failure to uphold the terms of a debt covenant, contract, or master promissory note even though payments to the lender, trust, or sinking fund are current. A debt agreement is a legal agreement between a debtor (person, company, etc. that owes money) and their creditors, which includes a plan for paying back the debt.) yes/no yes 4 +1 +2 Did the charter school make timely payments to the Teachers Retirement System (TRS), Texas Workforce Commission (TWC), Internal Revenue Service (IRS), and other government agencies? yes/no yes 5 +1 +2 Was the total net asset balance in the Statement of Financial Position for the charter school greater than zero? (If the charter school's change of students in membership over 5 years was 7 percent or more, then the charter school passes this indicator.) (New charter schools that have a negative net asset balance will pass this indicator if they have an average of 7 percent growth in students year over year until it completes its fifth year of operations. After the fifth year of operations, the calculation changes to the 7 percent increase in 5 years.) Ceiling not activated no A. Total net asset balance in the statement of financial position in the AFR: (3,450,477) B1. Pension Expense: - B2. Other Post Employment Benefits (OPEB): 1,578,920 B3. Net Pension Liability (NPL): 3,465,116 B. Pension Expense, OPEB, and NPL, as applicable: 5,044,036 19 5 C. Net Assets Threshold: - ~ OR ~ D. Number of students in membership in year 5 from base year: 875 E. Number of students in membership in base year: 879 F. Threshold for percent change in students in membership: 7 G. Percent change of students in membership over 5 years: -0.4571% H. New charter school (open for less than 5 years from base year): no 6 +2 Was the average change in total net assets over 3 years less than a 25 percent decrease or did the current year total net asset balance exceed 75 days of operational expenses [(total expenses less depreciation) / 365] *75 pass/fail pass A. Total Net Assets for Year 1 (three years prior to current year under review-FY20): (3,109,451) B. Total Net Assets for Year 2 (two years prior to current year under review- FY21): (3,025,239) C. Total Net Assets for Year 3 (one years prior to current year under review- FY22): (3,071,158) D. Total Net Assets for Year 4 (current year under review-FY23): (3,450,477) E. Total Expenditures (all funds) 11,550,214 F. Depreciation Expense - G. Average Change in Total Net Assets Over 3 years: 3.72% H. 75 Days of Operational Expenditures: 2,373,332 I. Current Year Total Net Assets > 75 Days of Operational Expenses: 7 Was the number of days of cash on hand and current investments for the charter school sufficient to cover operating expenses? The calculation will use expenses, excluding depreciation. max points: 10 2 A. Cash & Equivalents (all funds): 705,343 B. Current Investments: - C. Total Expenditures (all funds): 11,550,214 D. Depreciation Expense: - E. Pension Expense: - F. Days of Cash on Hand & Current Investments: 22.2896 8 Was the measure of current assets to current liabilities ratio for the charter school sufficient to cover short-term debt? max points: 10 10 A. Current Assets: 1,827,572 20 6 B. Current Liabilities: 800,630 C. Current Assets to Current Liabilities Ratio: 10 D. Threshold for Current Assets to Current Liabilities Ratio: 1 9 Did the charter school's revenues equal or exceed expenses, excluding depreciation? If not, was the charter school's number of days of cash on hand greater than or equal to 40 days? The calculation will use expenses, excluding depreciation. max points: 5 0 A. Total Revenue (all funds/sources): 10,896,297 B. Total Expenses (all funds): 11,550,214 C. Depreciation: - D. Pension Expense, OPEB, and NPL, as applicable - E. Net Total Expenses 11,550,214 F. Total Revenue (A) >/= Net Total Expenses (E) no G. Days of Cash on Hand & Current Investments 22.2896 10 This indicator is not being evaluated. max points: 10 10 All charter schools will continue to receive 10 points on this indicator. 11 Was the ratio of long-term liabilities to total assets for the charter school sufficient to support long-term solvency? (If the charter school's change of students in membership over 5 years was 7 percent or more, then the charter school passes this indicator.) (New charter schools that have a negative net asset balance will pass this indicator if they have an average of 7 percent growth in students year over year until it completes its 5thyear of operations. After the 5th year of operations, the calculation changes to the 7 percent increase in 5 years.) max points: 10 10 A. Long-Term Liabilities: 5,213,744 B1. Pension Expense: - B2. Other Post Employment Benefits (OPEB): 1,578,920 B3. Net Pension Liability (NPL): 3,465,116 B. Pension Expense, OPEB, and NPL, as applicable: 5,044,036 C. Total Assets: 2,368,891 D. Long-term Liabilities to Total Assets Ratio: 0.0716 ~ OR ~ E. Number of students in membership in year 5 from base year: 875 21 7 F. Number of students in membership in base year: 879 G. Threshold for percent change in students in membership: 7 H. Percent change of students in membership over 5 years: -0.4551% I. New charter school (Open for less than 5 years from base year) no 12 Was the debt service coverage ratio sufficient to meet the required debt service? max points: 10 0 This indicator is not applicable to Westlake Academy 13 Did the charter school have a debt-to-capitalization percentage that was reasonable for the charter school to continue operating? max points: 5 5 A. Long-Term Liabilities: 5,213,744 B. Total Net Assets (3,450,477) C. Debt to Capitalization Ratio: 295.6866 14 Was the charter school's administrative cost ratio equal to or less than the threshold ratio? max points: 10 8 Average Daily Attendance: 827.490 A. Admin Costs: 947,221 B. Other Costs: 5,754,688 C. Administrative Cost Ratio: 0.1646 15 Did the charter school not have a 15 percent decline in the students to staff ratio over 3 years (total enrollment to total staff)? (If the student enrollment did not decrease, the charter school will automatically pass this indicator.) max points: 10 10 A1. Number of currently enrolled students: 875 A2. Number of current FTE Staff: 98.2733 B1. Number of students enrolled 3 years prior to the year under review: 865 B2. Number of FTE Staff 3 years prior to the year under review: 101.4698 C. Number of currently enrolled students: 875 D. Number of students enrolled 3 years prior to the year under review 865 E. Change in Ratio: 4.4463% 16 This indicator is not being evaluated. max points: 5 5 All charter schools will continue to receive 10 points on this indicator. 17 +2 Did the comparison of Public Education Information Management System (PEIMS) data to like information in the charter school's AFR result in a total variance of less than 3 percent of all expenses by function? pass/fail fail 22 8 A. Data Variance (Sum of Differences): - B. Total Expenses (all funds): 11,550,214 C. Total Variance - D. Threshold for percentage of Data Variance: 3 18 +2 Did the external independent auditor report that the AFR was free from any instance(s) of material weaknesses in internal controls over financial reporting and compliance for local, state, or federal funds and free from substantial doubt about the charter school's ability to continue as a going concern? (The AICPA defines material weakness.) pass/fail fail 19 Did the external independent auditor indicate the AFR was free of any instance(s) of material noncompliance for grants, contracts, and laws related to local, state, or federal funds? (The AICPA defines material noncompliance.) yes (10)/no (0) 0 20 Did the charter school post the required financial information on its website in accordance with Government Code, Local Government Code, Texas Education Code, Texas Administrative Code and other statues, laws and rules that were in effect at the charter school's fiscal year end? max points: 5 5 21 +2 Did the charter school receive an adjusted repayment schedule for more than one fiscal year for an over-allocation of Foundation School Program (FSP) funds because of a financial hardship? pass/fail pass Weighted Sum 65 Max Points (critical indicator 1) 0 FINAL RATING F Substandard Achievement • Although the Academy received an unmodified opinion on the FY23 annual audit, it was presented and approved by the Board of Trustees on August 5, 2024. The Annual Financial Report (AFR) was due to the Texas Education Agency (TEA) on January 28, 2024. This was a failure of critical indicator #1. • Per Texas Education Code (TEC) §44.008, the Academy is required to submit the AFR to TEA no later than 150 days after the close of the fiscal year. This timeframe was not met due to the impact of the Finance & Human Resources system conversion implemented near the end of the fiscal year, which subsequently created delays in the performance of the annual audit. TEC §44.008 does not provide for extensions to the due date for any reason. • Per BrooksWatson & Co., PLLC, the Academy’s external auditors, “The Academy should work to meet the TEA compliance requirements and submit within the time period after year end in the future.” (AFR Management Letter, July 31, 2024). For FY 2024: • Effective July 1, 2023, the Academy moved to a June 30th fiscal year end (July 2023-June 2024 for 10-month transition year). The annual audit for fiscal year ending June 30, 2024 was completed by BrooksWatson & Co, PLLC and the AFR was approved by the Board of Trustees on November 11, 2024 (Res 24-40). • TEA deadline for submitting the FY24 AFR: November 27, 2024. FY24 AFR submitted to TEA: November 15, 2024. 23 9 FIRST RATING CRITERIA Did the charter school fail any of the critical indicators 1, 2, 3, 4, or 5 (parts 1 and 2)? If so, the charter school's rating is F = Substandard Achievement rating regardless of total points earned. Critical Indicator #1 failed Determine the rating by the applicable number of points. Points A = Superior Achievement 90-100 B = Above Standard Achievement 80-89 C = Meets Standard Achievement 0-69 (The charter school receives an F if it scores below the minimum passing score, if it failed any critical indicator 1, 2, 3, 4, or 5, in the AFR or the data were not both complete, or if either the AFR or the data were not submitted on time for FIRST analysis.) Ceiling Indicators Did the charter school meet the criteria for any of the following ceiling indicators 4, 5, 6, 17, 18, or 21? If so, the charter school's applicable maximum points and rating are disclosed below. Determination of rating based on meeting ceiling criteria. Maximum Points Maximum Rating Indicator 4 (Timely Payments): Was the charter school issued a warrant hold? 95 A = Superior Achievement Indicator 5 (Total Net Assets): Negative total net assets and pass indicator based only on 7% or more increase in students in membership over 5 years 79 C = Meets Standard Achievement Indicator 6 (Average Change in Total Net Assets): Response to indicator is No. 89 B = Above Standard Achievement Indicator 17 (PEIMS to AFR): Response to indicator is No. 89 B = Above Standard Achievement Indicator 18 (Material Weaknesses): Response to indicator is No. 79 C = Meets Standard Achievement Indicator 21 (Adjusted repayment schedule for over- allocated FSP funds): Response to indicator is No. 70 C = Meets Standard Achievement If the charter school's overall points earned is less than the maximum points allowed by the applicable ceiling indicator, the charter school will receive a rating based on the lesser points earned. If the charter school fails a critical indicator or the charter school's total number of points is equal to or less than 69 points, the charter school will receive an F = Substandard Achievement rating, regardless of any ceiling indicator criteria met. 24 10 DISCLOSURES Per Title 19 Administrative Code Chapter 109, Budgeting, Accounting, and Auditing, Subchapter AA, Commissioner’s Rules Concerning Financial Accountability Rating System, Section 109.1001(o), the five (5) disclosures listed below are required for the financial management report that is to be distributed at the Charter FIRST public hearing. All financial information related to the Head of School, the Board of Trustees, or the Academy Executive Staff are from the most current fiscal year ending June 30, 2024. 1. Head of School’s (Superintendent’s) current employment contract: A copy of the Head of School’s (Superintendent’s) current employment contract at the time of the School FIRST hearing is to be provided. The current Head of School assumes the responsibilities as per the contract, which is approved by the Board of Trustees. All salary/benefits and other forms of compensation are paid by Westlake Academy through the General Fund budget. No salary is paid through the Town of Westlake. The contract can be viewed on the Academy’s website at: https://www.westlakeacademy.org/about-us/financial-transparency/head-of-school-contract. 2. Reimbursement received by the Head of School (Superintendent) and Board Members: All “reimbursement” expenses, regardless of the manner of payment, including direct pay, credit card, cash, and purchase order are to be reported. Items to be reported per category include: • Meals – Meals consumed out of town, and in geographic-boundary meals at area restaurants (outside of board meetings, excludes catered board meeting meals). • Lodging – Hotel charges • Transportation – Airfare, car rental (can include fuel on rental, taxis, mileage reimbursements, leased cars, parking and tolls.) • Motor fuel – gasoline • Other – Registration fees, telephone/cell phone, internet service, fax machine, and other reimbursements (or on-behalf of) to the superintendent and board member not defined above. Reimbursement expenses for fiscal year 2023-2024 were paid to, or on-behalf of: • Carolyn Anderson, Interim Head of School, totaling $596 related to professional development costs and the associated travel. • There were no reimbursements paid to Kelly Ritchie, Head of School. • There were no reimbursements paid to the Board of Trustees 3. Outside compensation and/or fees received by the Superintendent for Professional consulting and/or other personal services. Compensation does not include business revenues generated from a family business (farming, ranching, etc.) that has no relation to charter school business. There were no compensation and/or fees received by the Head of School for Professional Consulting and/or other personal services during the fiscal year 2023-2024. 4. Gifts received by Executive Officers and Board Members (and first-degree relatives, if any) gifts that had an 25 11 economic value of $250 or more in the aggregate in the fiscal year) An executive officer is defined as the superintendent unless the board of trustees or the charter school administration names additional staff under the classification for local officials. There were no gifts received by Executive Officers and Board Members (and first-degree relatives) during the fiscal year 2023-2024. 5. Business transactions between Charter School and Board Members The summary amounts reported under this disclosure are not to duplicate the items disclosed in the summary schedule of reimbursements received by board members. There were no business transactions between Westlake Academy and Board Members during the fiscal year 2023-2024. 26 12 GLOSSARY1 Accounting: A standard school fiscal accounting system must be adopted and installed by the board of trustees of each school. The accounting system must conform to generally accepted accounting principles. This accounting system must also meet at lea st the minimum requirements prescribed by the state board of education, subject to review and comment by the state auditor. All Funds: A school’s accounting system is organized and operated on a fund basis where each fund is a separate fiscal entity in the school much the same as various corporate subsidiaries are fiscally separate in private enterprise. All Funds refers to the combined tot al of all the funds listed below: • The General Fund • Special Revenue Funds (Federal Programs, Federally Funded Shared Services, State Programs, Shared State/Local Services, Local Programs) • Debt Service Funds • Capital Projects Funds Assigned Fund Balance: The assigned fund balance represents tentative plans for the future use of financial resources. Assignments require executive management (if approved per board policy to assign this responsibility to executive management) action to earmark fund balance for bona fide purposes that will be fulfilled within a reasonable period of time. The assignment and dollar amount for the assignment m ay be determined after the end of the fiscal year when final fund balance is known. Auditing: Accounting documents and records must be audited annually by an independent auditor. TEA is charged with review of the independent audit of the local education a gencies. Beginning Fund Balance: The fund balance on the first day of a new fiscal year. For most schools this is equivalent to the fund balance at the end of the previous fiscal year. Budget: The projected financial data for the current school year. Budget data are collected for the General Fund, Food Service Fund, and Debt Service Fund. Budgeting: Not later than August 20th of each year, the superintendent (or designee) must prepare a budget for the school if the fiscal year begins on September 1st. (For those schools with fiscal years beginning July 1, this date would be June 19.) The legal requirements for funds to be budgeted are included in the Budgeting module of the TEA Resource Guide. The budget must be adopted before expenditures can be made, and this adoption must be prior to the setting of the tax rate for the budget year. The budget must be itemized in detail according to classification and purpose of expenditures and must be prepared according to the rules and regulations established by the state board of education. The adopted budget, as necessarily amended, shall be filed with TEA through the Public Education Information Management System (PEIMS) as of the date prescribed by TEA. Capital Outlay: This term is used as both a Function and an Object. Expenditures for land, buildings, and equipment are covered under the object, Capital Outlay. The amount spent on acquisitions, construction, or major renovation of school facilities are reported under the function, Capital Outlay. 1Glossary is provided by the Texas Education Agency (TEA) for independent school districts. Some of the information may not pertain to Westlake Academy. 27 13 Cash: The term, as used in connection with cash flows reporting, includes not only curren cy on hand, but also demand deposits with banks or other financial institutions. Cash also includes deposits in other kinds of accounts or cash management pools that have the general characteristics of demand deposit accounts in that the governmental enterprise may deposit additional cash at any time and also effectively may withdraw cash at any time without prior notice or penalty. Committed Fund Balance: The committed fund balance represents constraints made by the board of trustees for planned future use of financial resources through a resolution by the board, for various specified purposes including commitments of fund balance earned through campus activity fund activities. Commitments are to be made as to purpose prior to the end of the fiscal year. The dollar amount for the commitment may be determined after the end of the fiscal year when final fund balance is known. Debt Service: The function, Debt Service, is a major functional area that is used for expendit ures that are used for the payment of debt principal and interest. Expenditures that are for the retirement of general obligation bonds, capital lease principal, and other debt, related debt service fees, and for all debt interest fall under this function. The object, Debt Service, covers all expenditures for debt service. Deferred Revenue: Resource inflows that do not yet meet the criteria for revenue recognition. Unearned amounts are always reported as deferred revenue. In governmental funds, earned amounts also are reported as deferred revenue until they are available to liquidate liabilit ies of the current period. Ending Fund Balance: The amount of unencumbered surplus fund balance reported by the School at the end of the specified fiscal year. For most schools, this will be equivalent to the fund balance at the beginning of the next fiscal year. Excess (Deficiency): Represents receivables due (excess) or owed (deficiency) at the end of th e school year. Federal Revenues: Revenues paid either directly to the district or indirectly through a local or state government entity for federally subsidized programs including the School Breakfast Program, National School Lunch Program, and School Health and Related Services Program. This amount is recorded as Revenue Object 5900. Fiscal Year: A period of 12 consecutive months legislatively selected as a ba sis for annual financial reporting, planning, and budgeting. The fiscal year may run September 1 through August 31 or July 1 through June 30. Foundation School Program (FSP) Status: Is the shared financial arrangement between the state and the school, where property taxes are blended with revenues from the state to cover the cost of basic and mandated programs. The nature of this arrangement falls in one of the following status categories: Regular, Special Statutory, State Administered, Education Service Center, or Open Enrollment Charter School. FTE: Full-Time Equivalent (FTE) measures the extent to which one individual or student occupies a fulltime position or provides instruction, e.g., a person who works four hours a day or a student that attends a half of a day represents a .5 FTE. Function: Function codes identify the expenditures of an operational area or a group of related activities. For example, in order to provide the appropriate atmosphere for learning, schools transport students to school, teach students, feed students, and provide health services. Each of these activities is a function. The major functional areas are: • Instruction and Instructional-Related Services • Instructional and School Leadership • Support Services – Student • Administrative Support Services 28 14 • Support Services - Non-Student Based • Ancillary Services • Debt Service • Capital Outlay • Intergovernmental Charges Fund Balance: The difference between assets and liabilities reported in a governmental fund. General Administration: The amount spent on managing or governing the school as an overall entity. General Fund: This fund finances the fundamental operations of the School in partnership with the community. All revenues and expenditures not accounted for by other funds are included. This is a budgeted fund, and any fund balances are considered resources available for current operations. Instruction: The amount spent on direct classroom instruction and other activities that deliver enhance or direct the delivery of learning situations to students regardless of location or medium. Local & Intermediate Revenues: All revenues from local taxes and other local and intermediate revenues. For specifics, see the definitions for Local Tax and Other Local & Intermediate Revenues. This amount is recorded under Object 5700. Modified Opinion: Term used in connection with financial auditing. A modification of the independent auditor's report means there exists one or more specific exceptions to the auditor's general assertion that the district’s financial statements present fairly the financial information contained therein according to generally accepted accounting principles. Non-Spendable Fund Balance: The portion of fund balance that is in non -liquid form, including inventories, prepaid items, deferred expenditures, long-term receivables, and encumbrances (if significant). Non-spendable fund balance may also be in the form of an endowment fund balance that is required to remain intact. Object: An object is the highest level of accounting classification used to identify either the transaction posted or the source to which the associated monies are related. Each object is assigned a code that identifies in which of the following major object groupings it belongs: • Assets • Liabilities • Fund Balances • Revenue • Expenditures/Expenses • Other Resources/Non-Operating Revenue/Residual Equity Transfers In • Other Uses/Non-Operating Revenue/Residual Equity Transfers Out Operating Expenditures: A wide variety of expenditures necessary to a school’s operations fall into this category with the largest portion going to payroll and related employee benefits and the purchase of goods and services. Operating Expenditures/Student: Total operating expenditures divided by the total number of enrolled students. Operating Revenues and Expenses: Term used in connection with the proprietary fund statement of revenues, expenses, and changes in net assets. The term is not defined as such in the authoritative accounting and financial reporting standards, although financial statement preparers are advised to consider the definition of operating activities for cash flows reporting in establishing their own definition. Other Local & Intermediate Revenues: All local and intermediate revenues NOT from local real and personal property 29 15 taxes including: • Revenues Realized as a result of services rendered to other schools • Tuition and Fees • Rental payments, interest, investment income • Sale of food and revenues from athletic and extra/co-curricular activities • Revenues from counties, municipalities, utility districts, etc. Other Operating Costs: Expenditures necessary for the operation of the school that are NOT covered by Payroll Costs, Professional and Contracted Services, Supplies and Materials, Debt Services, and Capital Outlay fall into this category and include travel, insurance and bonding costs, election costs, and depreciation. This amount is recorded as Expenditure/Expense Object 6400. Other Resources: This amount is credited to total actual other resources or non-operating revenues received or residual equity transfers in. This amount is recorded under Object 7020. Payroll: Payroll costs include the gross salaries or wages and benefit costs for services or tasks performed by employees at the general direction of the school. (NOTE: Payroll amounts do not include salaries for contract workers employed by outsource companies, e.g., for child nutrition and maintenance. Therefore, this figure will vary significantly between schools that use contract workers and those that do not.) PEIMS: Public Education Information Management System, a state -wide data management system for public education information in the State of Texas. One of the basic goals of PEIMS, as adopted by the State Board of Education in 1986, is to improve education practices of local schools. PEIMS is a major improvement over previous information sources gathered from aggregated data available on paper reports. Schools submit their data via standardized computer files. These are defined in a yearly publication, the PEIMS Data Standards. Plant Maintenance & Operations: The amount spent on the maintenance and operation of the physical plant and grounds and for warehousing. Refined ADA: Refined Average Daily Attendance (also called RADA) is based on the number of days of instruction in the school year. The aggregate eligible day’s attendance is divided by the number of days of instruction to compute the refined average daily attendance. Restricted Fund Balance: This is the portion of fund balance that has externally enforceable constraints made by outside parties Revenues: Any increase in a school’s financial resources from property taxes, foundation fund entitlements, user charges, grants, and other sources. Revenues fall into the three broad sources of revenues: Local & Intermediate, State, and Federal. School Year: The twelve months beginning July 1 of one year and ending June 30 of the following year or beginning September 1 and ending August 31. Schools now have two options. Special Revenue Fund: A governmental fund type used to account for the proceeds of specific revenue sources (other than for major capital projects) that are legally restricted to expenditures for specified purposes. State Revenues: Revenues realized from the TEA, o ther state agencies, shared services arrangements, or allocated on the basis of state laws relating to the Foundation School Program Act. This amount is recorded as Revenue Object 5800. Unassigned Fund Balances: Available expendable financial resources in a governmental fund that are not the object of tentative management plans (i.e., committed or assigned). One primary criterion of rating agencies for school bonds is 30 16 the relative amount of unassigned fund balance. Bond rating agencies view unassigned fund balances as a reflection of the financial stre ngth of school and show concern when school fund balances decrease. Unmodified Opinion: Term used in connection with financial auditing. An unmodified independent auditor’s opinion means there are no stated exceptions to the auditor’s general assertion that the district’s financial statements present fairly the financial information containe d according to generally accepted accounting principles. Unrestricted Net Asset Balance: Unrestricted net asset balance refers to the portion of total net assets that is neither invested in capital assets nor restricted. WADA: Weighted Average Daily Attendance (WADA) is used to measure the extent students are participating in special programs. The concept of WADA in effect converts all of a school’s students with their different weights to a calculated number of regular students required to raise the same amount of revenue. The greater the number of students eligible for special entitlement s, the greater a school’s WADA will be. 31 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:ORD-1015 Agenda Date:1/6/2025 Agenda #:F.2. TOWN STAFF REPORT RECOMMENDATIONS Hold a public hearing, discuss, consider and act to adopt Ordinance 1015 approving text amendments to PD, Planned Development District No. 3-8 generally located at the southeast corner of U.S. Highway 377 and State Highway 170; providing a penalty; providing a cumulative clause; providing a severability clause; providing a savings clause; and establishing an effective date. STAFF:Jason Alexander, AICP, CEcD, Deputy Town Manager BACKGROUND: On September 14,1998,the Town Council approved Ordinance No.307,that established rules and regulations to a PD,Planned Development District to direct development on Circle T Ranch.On September 14,1998,too, the Town Council approved Ordinance No.314 that created distinct rules and regulations for PD,Planned Development District 3-8 (“PD 3-8”). There have been subsequent amendments to PD 3-8. Initially,the applicant contemplated text amendments to PD 3-8 that may possibly necessitate a public hearing - --hence the legal notice and public hearing ---however,the applicant is only requesting text amendments to PD 3-8 only. Currently,as proposed,the applicant is requesting approval of several text amendments that emphasize certain land uses to be added or removed,the introduction of lot coverage to control density calculations,building height, and other aesthetic requirements. DISCUSSION: The various text amendments to PD 3-8 section are summarized below: Definitions Lot coverage. A new definition would be provided - lot coverage - and it is intended to replace the existing definition for floor-to-area-ratio (FAR). The definition provided is as follows: Town of Westlake Printed on 1/3/2025Page 1 of 5 powered by Legistar™32 File #:ORD-1015 Agenda Date:1/6/2025 Agenda #:F.2. ·Lot Coverage means the percentage of a lot that is covered by structures, parking areas, driveways, and roadways. Land Use Schedule The developer is proposing various amendments to the land use schedule. It is important to note that although the developer is requesting amendments to the land use schedule where some uses are amended to be permitted by right, a formal site plan submittal would still be required to be submitted that would proceed to the Planning and Zoning Commission for recommendation and subsequent consideration by the Town Council. ·Electrical Substations --- to be permitted by right in the Office and Office/Industrial sub-areas instead of by Specific Use Permit (“SUP”). ·Utility Shop and Storage --- to be allowed as an accessory use in the Office sub-area instead of by SUP. ·Data Center --- to be permitted by right in the Office/Industrial sub-area and by an SUP in the Office sub-area. ·Art Gallery/Museums --- to be allowed as an accessory use in the Office sub-area. This use was not previously allowed in the office sub area of this zoning district. ·Motion Picture Theater --- to be permitted by right in the Office sub-area. This use was not previously allowed in the office sub-area of this zoning district. ·Warehouse/Storage (Inside) --- to be allowed as an accessory use in the Office sub-area. This use was not previously allowed in the office sub area of this zoning district. ·Warehouse/Storage (Outside) --- to be allowed as an accessory use in the Office sub-area. This use was not previously allowed in the office sub area of this zoning district. ·Light Manufacturing/Assembly to be allowed as an accessory use in the Office sub-area. This use was not previously allowed in the office sub area of this zoning district. ·Apparel Manufacturing --- to be allowed as an accessory use in the Office sub-area. This use was not previously allowed in the office sub area of this zoning district. ·Temporary Batch Plant --- to be permitted by right in the Office and Office / Industrial sub-area of this zoning district, but limited to periods of construction for the project it is used for. This use previously required an SUP in the sub-areas. Town of Westlake Printed on 1/3/2025Page 2 of 5 powered by Legistar™33 File #:ORD-1015 Agenda Date:1/6/2025 Agenda #:F.2. Density Density.The applicant is proposing that the method in which density is calculated be derived from lot coverage rather than FAR. The new density calculations are as follows: ·The maximum lot coverage proposed for the Office and Retail sub-areas is to be 80 percent. The retail sub-area originally contains a 0.25:1 floor area ratio whereas the office sub-area contained 0.40:1 or 0.45:1 depending on the location within the zoning district. ·The maximum lot coverage proposed for the Office/Industrial area is to be 70 percent from the previous 0.30:1 floor area ratio. Maximum Building Height Building height.The developer is proposing various changes to the maximum building height requirements within the zoning district per the below: ·The maximum retail height is proposed at 120 feet from the previous two stories or 35 feet. ·The maximum office height is proposed at 120 feet from the previous lesser of five stories or 75 feet. ·The maximum office / industrial height is proposed at 80 feet from the previous two stories or 35 feet. Landscape Requirements Landscaping.The applicant is proposing an overall amendment to this section. The previous text is shown with a strikethrough and the new text is shown in italics below. SECTION 9 SLOPE REQUIREMENTS NON-COMPATIBLE USE SETBACK Section 9.1 Residential Slope Except as provided below, non single family structures shall not exceed the height of a line drawn at a slope of 5: 1 ( including streets and other rights of way) from any single family lot line. If the grade of the ground rises or falls from the point of origin of the slope line, the maximum height shall increase or decrease by the difference in grade.A Minimum 150 foot setback required between a single family, detached residential use and non-commercial uses. Section 9.2 Roadway Slope Except as provided below, non- single family structures shall not exceed the height of a line drawn at a slope of 2: 1 ( including streets and other rights of way) from any right-of-way Town of Westlake Printed on 1/3/2025Page 3 of 5 powered by Legistar™34 File #:ORD-1015 Agenda Date:1/6/2025 Agenda #:F.2. line of any roadway. If the grade of the ground rises or falls from the point of origin of the slope line, the maximum height shall increase or decrease by the difference in grade.A landscaped buffer yard required between single family, detached residential use and non-commercial uses. A buffer yard shall consist of berming, trees, shrubs, landscaping, fencing or any combination of these as approved by the Town Council with the site plan approval. The proposed amendments to the text of PD 3-8 generally support land uses and development patterns that are consistent with the existing urban context. However, to ensure that the interpretation of the text amendments are predictable and expedient, there are some clarifications proposed in the recommendation provided by the Department of Planning and Development. DEPARTMENT OF PLANNING AND DEVELOPMENT RECOMMENDATION: The Department of Planning and Development recommends approval of the text amendments to PD 3-8 with the following conditions: 1.That an additional note be added to the Permitted Uses Table to read as follows: “After site plans have been submitted for the first data center in the Office / Industrial Sub-district for review and approval; each successive data center thereafter shall require a SUP. This restriction shall only apply in the Office/Industrial Sub-district.”; 2.That, for the design and construction of the first data center in the Office/Industrial Sub-district only, the exterior finish material requirements and other architectural features contained in the building quality manual only apply to the building facades facing United States Highway 377 and residential properties; 3.That utility shop and storage, warehouse/storage (inside), warehouse/storage (outside), light manufacturing and apparel manufacturing only permitted as accessory uses to a movie studio only; 4.That a provision be added into the text of PD 3-8 exempt movie studios from the building quality manual and that such architectural review and approval shall be subject to that of the town planner; 5.That Section 9 be titled: “BUFFER REQUIREMENTS”; 6.That Section 9.1 be entitled: “Non-Compatible Use Setback”; and 7.That Section 9.2 be entitled: “Landscape Buffer”. PLANNING AND ZONING COMMISSION RECOMMENDATION: Town of Westlake Printed on 1/3/2025Page 4 of 5 powered by Legistar™35 File #:ORD-1015 Agenda Date:1/6/2025 Agenda #:F.2. The Planning and Zoning Commission met on December 10, 2024, and, with a vote of (5-1-1, with one absence), recommended approval of the text amendment requests for PD 3-8. TOWN COUNCIL ACTION / OPTIONS: 1)Motion to adopt Ordinance 1015 as presented; 2)Motion to approve with additional conditions (please state additional conditions in motion); 3)Motion to deny; OR 4)Motion to table (must table to a specific date). ATTACHMENT(S): 1.Developer’s Requested Amendments to Ordinance No. 314 2.Draft Amending Ordinance for PD 3-8 3.Exhibit A - Legal Description 4.Exhibit B - Concept Plan 5.Exhibit C - Amended Development Standards Town of Westlake Printed on 1/3/2025Page 5 of 5 powered by Legistar™36 ORDINANCE NO. 314 AN ORDINANCE AMENDING THE COMPREHENSIVE ZONING ORDINANCE OF THE TOWN OF WESTLAKE, TEXAS TO REZONE AN APPROXIMATELY 222.6-ACRE TRACT OF LAND GENERALLY LOCATED IN TARRANT COUNTY, TEXAS FROM "OI" OFFICE.INDUSTRIAL AND "R" RETAIL TO A "PD" PLANNED DEVELOPMENT DISTRICT AUTHORIZING OFFICE, OFFICEANDUSTRIAL AND RETAIL USES; DEFINING CERTAIN TERMS; DESCRIBING- AND INTERPRETING THE PD CONCEPT PLAN; REGULATING PERMITTED USES, HEIGHT, LOT SIZES AND BUILDING LINES, TOTAL FLOOR AREA, PARKING, LOADING AND OTHER DEVELOMENT STANDARDS, LANDSCAPING, FLOOD PLAIN, AND DRAINAGE; PROVIDING FOR THE AMENDMENT OF THE OFFICIAL ZONING MAP; PROVIDING A SEVERABILITY CLAUSE; AND DECLARING AN EFFECTIVE DATE. WHEREAS, on August 24, 1992,the Board of Aldermen(the `Board") adopted a Comprehensive Plan (the `{1992 Comprehensive Plan") for the Town of Westlake, Texas the "Town"); and WHEREAS, on November 16, 1992, the Board of the Town, adopted a Comprehensive Zoning Ordinance (the "Zoning Ordinance"); and WHEREAS, the Zoning Ordinance has been amended by the Board after receiving recommendations from the Planning and Zoning Commission (the Commission"); and WHEREAS, on September 15, 1997, based on the recommendations of the Commission, the Board amended the Zoning Ordinance and the subdivision regulations by the adopting of a Unified Development Code (the "UDC") for the Town; and WHEREAS, the UDC has been amended, with the most recent amendments being adopted on July 27, 1998; and WHEREAS, there is located within the corporate limits of the Town an approximately 222.6-acre tract of land (commonly known as Planning Area 8 - West Commercial and hereinafter sometimes referred to as the"Planning Area"); and WHEREAS, the public infrastructure, amenities, and services necessary to develop the Town, including the Planning Area, are not available and will not be available without a long-term commitment of both public and private funds to finance infrastructure, amenities, and services; and 11-4-24 PD Amendments 37 Ordinance No. '314 Page 2 WHEREAS, because of the size, location, and natural features of the Planning Area and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of the Planning Area and is encouraging such development to the highest possible standards of quality consistent with the Town's long- term development vision; and WHEREAS, because of improvements to State Highway 114, further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for single family, golf and office uses within the Planning Area that will be consistent with the Town's long-term development vision; and WHEREAS, the suitability of the Planning Area for such planned uses can be enhanced through modifications to the development regulations governing the planning Area, including modification to the zoning, floodplain, subdivision and other standards otherwise applicable under the UDC; and WHEREAS, the economic development and land use planning objectives of the Town will be furthered by the establishment of such planned development district; and WHEREAS, on July 27, 1998, after receiving recommendations from the Commission, the Board approved and adopted an amendment to the Thoroughfare Plan, and an amended Conceptual Open Space Plan to the 1992 Comprehensive Plan; all of which amended plans are approved and adopted by the Board to enable the Town to maximize the opportunities and benefits to the Town and all of its citizens that will result from the Planning Area; and WHEREAS, the Commission and Board held a public hearing upon the application of AIL Investments, L.P. to rezone the approximately 222.6-acre tract of land to a "PD" Planned Development District on July 27, 1998, after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town, all in accordance with law; and WHEREAS, the Commission has recommended to the Board that the hereinafter described property be rezoned to "PD"Planned Development District; and WHEREAS, the Board believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town are best served by adopting this Ordinance, which the Board has determined to be consistent with the 1992 Comprehensive Plan, the Thoroughfare Plan, and Open Space Plan, all as amended; 11-4-24 PD Amendments 38 Ordinance No. 314 Page 3 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That the recitals set forth above are hereby incorporated herein, adopted by the Town and declared to be true and correct. SECTION 2: That the Comprehensive Zoning Ordinance of the Town of Westlake, Texas, Ordinance No. 200, is hereby amended by this PD Ordinance, by adding Planned Development District No. 3-8 within the property described in Exhibit 1 attached hereto by reference for all purposes. This PD will be subject to the concept plan, development standards, and other regulations attached hereto. SECTION 3: Upon the adoption of this PD, the Town Secretary shall promptly enter the new Planned Development on the Town's Official Zoning Map, which entry shall include the abbreviated designation "PD No. 3-8" and the date that this Ordinance was adopted by the Board. SECTION 4: It is hereby declared to be the intention of the Board of Aldermen of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Board of Aldermen of the Town of Westlake without the incorporation in this Ordinance of any such unconstitutional phrase, clause, sentence, paragraph or section. SECTION 5: This ordinance shall be in full force and effect from and after the date of its passage. PASSED AND APPROVED BY THE BOARD OF ALDERMEN OF THE TOWN OF WESTLAKE, TEXAS ON THE 14TH DAY OF SEPTEMBER, 1998. 11-4-24 PD Amendments 39 Ordinance No. 314 Page 4 Scott, Brad ey, Mayor ATTEST. A Z-A I Ginger C o swy, Town Secre APPROVED AS TO FORM: aul ClIsham, Town Attorney 11-4-24 PD Amendments 40 Exhibit 1 LEGAL DESCRIPTION AREA 8 (THREE TRACTS) BEING THREE TRACKS OF LAND SITUATED IN THE WILLIAM HUFF SURVEY, ABSTRACT NUMBER 648, TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS AND BEING PORTIONS OF THAT TRACT OF LAND CONVEYED TO LAKEWAY LAND, LTD., RECORDED IN VOLUME 12625, PAGE 504 OF DEED RECORDS, TARRANT COUNTY, TEXAS AND BEING ALL OF THE TRACT OF LAND DESCRIBED IN VOLUME 8094, PAGE 2011 OF SAID DEED RECORDS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: AREA 8A BEGINNING AT A 1/2 INCH IRON ROD, FOUND AT THE INTERSECTION OF THE SOUTH LINE OF SAID LAKEWAY TRACT AND THE EASTERLY RIGHT-OF-WAY OF STATE HIGHWAY 377 (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE N 25 003'34"E, 1756.21 FEET, WITH SAID EASTERLY RIGHT-OF-WAY; THENCE S 83°38'49"E, 1524.50 FEET, DEPARTING SAID RIGHT-OF-WAY; THENCE S 39 055'40"E, 296.15 FEET; THENCE S 12 037'02"W, 566.65 FEET; THENCE S 15°25'43"W, 664.02 FEET; THENCE S 89 056'43"W, 2148.63 FEET TO THE POINT OF BEGINNING AND CONTAINING 2,950,263 SQUARE FEET OR 67.7 ACRES OF LAND MORE OR LESS. AREA 8B COMMENCING AT A 112 INCH IRON ROD, FOUND AT THE INTERSECTION OF THE SOUTH LINE OF SAID LAKEWAY TRACT AND THE EASTERLY RIGHT-OF-WAY OF STATE HIGHWAY 377 (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE N 25 003'34"E, 2298.16 FEET, WITH SAID EASTERLY RIGHT-OF-WAY, TO THE POINT OF BEGINNING; THENCE WITH SAID EASTERLY RIGHT-OF-WAY THE FOLLOWING COURSES AND DISTANCES; N 25°03'34"E, 475.56 FEET; N 28°32'06"E, 329.92 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 11°29'55", HAVING A RADIUS OF 3744.72 FEET, THE LONG CHORD OF WHICH BEARS N 30°48'30"E, 750.26 FEET, AN ARC DISTANCE OF 751.52 FEET; N 36 033'28"E, 1457.65 FEET; C&B Jab Nov 981500070 S#CTR July 9, 1998 J:\JOB\981500071SURkWPkLEGk5OOVEX-8.LEG Page 1 of 3 11-4-24 PD Amendments 41 N 32 018'09"E, 304.26 FEET; N 29°14'15"E, 264.09 FEET, TO THE INTERSECTION OF SAID EASTERLY RIGHT-OF-WAY AND THE SOUTHERLY RIGHT-OF-WAY OF STATE HIGHWAY 170 (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE WITH SAID SOUTHERLY RIGHT-OF-WAY THE FOLLOWING COURSES AND DISTANCES; N 89°59'11"E, 532.10 FEET; N 76'08'01"E, 518.82 FEET TO THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 03°58'10", HAVING A RADIUS OF 4603.66 FEET, THE LONG CHORD OF WHICH BEARS N 77 029'40"E, 318.88 FEET, AN ARC DISTANCE OF 318.94 FEET; THENCE S 13°24'25"E, 1063.24 FEET, DEPARTING SAID SOUTHERLY RIGHT-OF-WAY, TO THE BEGINNING OF A CURVE TO THE LEFT; THENCE WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 02°42'19", HAVING A RADIUS OF 2390.00 FEET, THE LONG CHORD OF WHICH BEARS S 72 008'59"W, 112.84 FEET, AN ARC DISTANCE OF 112.85 FEET; THENCE S 14 017'50"W, 1177.29 FEET; THENCE S 50°17'30"W, 1470.56 FEET; THENCE S 88 001'30"W, 1968.45 FEET TO THE POINT OF BEGINNING AND CONTAINING 6,498,735 SQUARE FEET OR 149.2 ACRES OF LAND MORE OR LESS. AREA 8C COMMENCING AT A 112 INCH IRON ROD, FOUND AT THE INTERSECTION OF THE SOUTH LINE OF SAID LAKEWAY TRACT AND THE EASTERLY RIGHT-OF-WAY OF STATE HIGHWAY 377 (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE N 25 003'34"E, 4134.14 FEET TO THE POINT OF BEGINNING. THENCE N 25 003'34"E, 1524.99 FEET; THENCE N 84 016'24"E, 263.36 FEET; THENCE S 35 013'45"E, 60.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT; THENCE WITH SAID NON-TANGENT CURVE TO THE RIGHT, THROUGH A CENTRAL AN&LE OF 07°47'16", HAVING A RADIUS OF 5654.58 FEET, THE LONG CHORD OF WHICH BEARS S 32039'49'"VV, 768.00 FEET, AN ARC DISTANCE OF 768.59 FEET; THENCE S 36033'25W, 886.60 FEET TO THE POINT OF BEGINNING AND CONTAINING 248,927 C&B Job No. 981500070 S#CTR July 9, 1998 J:1JOB1981500071SUR1WP ILEGl500VEX_8.LEG- Page 2 of 3 11-4-24 PD Amendments 42 SQUARE FEET OR 5.7 ACRES OF LAND MORE OR LESS. C&B Job No. 981500070 S#CTR July 9, 1998 J:1JOB198150007 1SUR1WPILEG1500VEX_8.LEG Page 3 of 3 11-4-24 PD Amendments 43 Ordinance 314 CIRCLE T PLANNING AREA 8 WEST COMMERCIAL ARTICLE 1. GENERAL PROVISIONS S](7I(lI l Sl{)T TTITLE--.—....—.--..—.~......—''---..''—''—'^'''—'''—'—'''--''~''' SECTION2 PURPOSES................................................................................................................./ SECTION ] GENERAL DEFINITIONS.........................................................................................l Section3.l Usage.................................................................................................................^ Section 3.7 Words and Terms Dofioed................................................................................ SECTION4PD SUPPLEMENT.....................................................................................................2 SECTION 5 APPLICABILITY OF EXISTING REGULATIONS ...—...—...—...........—...--..3 Section 5.1 Applicable Town Ordinances............................................................................3 Section 5.2General Approval Criteria.................................................................................3 SECTION 6 CONCEPT PLAN, DEVELOPMENT PLANS, AND SITE PLANS. .....--...—...'3 Section6.| pD Concept Plan...............................................................................................3 Section 6.2 PD Development Pl8om..------~..—.---~—~-----------..4 Section 6.3 PD Site Pl8om .---.--.—~.—..—.---.—.'—~-------~—.~...—.4 Section 6/4PD Plans..................................................................................5 ARTICLE 11. USES SECTION { LAND USE SCHEDULE...........................................................................................u SECTION ACCESSORY USES AND STRUCTURES............................................................lU ARTICLE 111, DEVELOPMENT STANDARDS ll S](Tl(} ] [T ST7~..............--.''~'~'—^—^^—~'—~'--''---'^-----~''---' Sectionl.l Retail...............................................................................................................l} lISoctnml.7 ()f ce .--.—.—..—.-~—~.—,.—.~.--.—,...—.—~.--,...~—..---.—.. Section1.3 ll SECTION 2>JIvY T T.{)T STZ]--.---.—~..~.—,`---`--..—..—.------..—~... lISection2.1 Re14..—.—..—.—.....--~---.—.—...-~—~'—'.—..--.--.—~.—.. TSeo1nz2.2 (lf oe ----..—..--....—.—.---..~—.-.---..--.—~----..--.. llSection2.3 S}(TT[ 3Y TNT l Y L(]T \T}]T[---------.—..—.---~.—.--.—._—_..___ Section ].} Retail...............................................................................................................]l Section 3.2 Office ..............................................................................................................l} August 10' 1998 Table uf Contents PA8'West Commercial Page ORDINANCE 007510.00019:0360293/4 11-4-24 PD Amendments 44 Section 3.3 SECTION MAXIMUM BUILDING HEIGHT ..........................................................................ll Section4.l Retail...............................................................................................................l| Section4.2 Office ..............................................................................................................ll Section 4.3 11 Section 4.4 Exceptions t0 Height Requirements------.—....—....--.------}2 SECTION 5 MINIMUM BUILDING SIZE ..................................................................................l2 Section5.l Retail...............................................................................................................l2 Section5.2 Office ......................................................................................... ....................12 Section 5.3 l2 SECTION FRONT YARD SETBACKS....................................................................................l7 Section6.} Retail...............................................................................................................}2 Section6.2 Office ..............................................................................................................}2 Section 6.3 l2 SECTION 7 REAR YARD SETBACKS ......................................................................................l2 Section7.} Retail...............................................................................................................l2 Section7.2 Office ..............................................................................................................]2 Section 7.3 l2 SECTION SIDE YARD SETBACKS........................................................................................l2 Section8,1 Retail...............................................................................................................l2 Section8.2 Office ..............................................................................................................}2 Section 8.3 Office Industrial..............................................................................................}3 SECTION SLOPE REQUIREMENTS..—..---...------.—..--_...--.-----.I3 Section 9.] Residential Slope ............................................................................................l3 Section9.2 Roadway Slope ...............................................................................................l3 ARTICLE IV. EXHIBITS EXHIBIT Legal Description ofP{] District EXHIBIT 2 PD Concept Plan-Planning Area EXHIBIT ] PD Concept Plan -Land Uses EXHIBIT PD Concept Plan - Open Space&Trail System EXHIBIT 5 ]PT) Concept Plan-Thoroughfares EXHIBIT 6 Circle T Ranch - Planning Areas for informational purposes only) August lO, lAA8 Table oYContents PAD-West Commercial Page ii onocwxwCE 007510,00019:0360293»4 11-4-24 PD Amendments 45 EXHIBIT 7 Circle T Ranch-Land Uses for informational purposes only) EXHIBIT 8 Circle T Ranch- Open Space & Trail System for informational purposes only) EXHIBIT 9 Circle T Ranch- Thoroughfares for informational purposes only) August 10, 1998 table of Contents PA 8-West Commercial Page iii ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 46 ARTICLE I. GENERAL PROVISIONS SECTION 1 SHORT TITLE This ordinance shall be known and may be cited as the "Circle T Planning Area No. 8 - West Commercial Planned Development Zoning District Ordinance", or simply as the "PD Ordinance". SECTION 2 PURPOSES This PD Ordinance is adopted to provide for a superior design of lots or buildings; to provide for increased recreation and/or open space opportunities for public use; to provide rural amenities or features that would be of special benefit to the property users or community; to protect or preserve natural amenities and environmental assets such as trees, creeks, ponds, floodplains, slopes or hills and viewscapes; to protect or preserve existing historical buildings, structures, features or places; and to provide an appropriate balance between the intensity of development and the ability to provide adequate supporting public facilities and services. SECTION 3 GENERAL DEFINITIONS Section 3.1 Usage For purposes of this PD Ordinance, certain numbers, abbreviations, terms, and words shall be used, interpreted and defined as set forth in this Section. Other terms and words are defined elsewhere in this PD Ordinance. Unless the context clearly indicates to the contrary, words used in the present tense include the future tense, and words used in the plural include the singular. The word "shall" will be interpreted as mandatory, and the word "may" as permissive. Section 3.2 Words and Terms Defined Applicable Town Ordinances means the UDC and all other ordinances,rules, and regulations that are adopted by the Board and that are applicable to development within the PD District. Board means the Board of Aldermen of the Town of Westlake, Texas. Circle T Planning Area means any one of the planning areas into which the Circle T Ranch has been divided for purposes of establishing planned development zoning districts. Circle T Ranch means the approximately 2,525-acre property commonly known as the Circle T Ranch and generally located in Tarrant and Denton Counties (i) east of U.S. 377, (ii)west of Precinct Line Road, and (iii) adjacent to and in the vicinity of the intersection of S.H. 114 and S.H. 170. Commission means the Planning and Zoning Commission of the Town of Westlake, Texas. August 10, 1998 Article L General Provisions PA 8-West Commercial Page I ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 47 Floor area ratio (FAR)means the ratio of floor area to lot area. Floor area means the total area of all floors of all buildings on a lot or unified development site measured between the outer perimeter walls of the buildings excluding (i) area in a building or in a separate structure whether below- or above-grade) used for the parking of motor vehicles, (ii) courts or balconies open to the sky, and (iii)roof area used for recreation. Lot area means the gross site area excluding only (a)public roadways shown on the PD Concept Plans, (b) public hike, bike, and equestrian trails shown on the PD Concept Plans; and(c)the Town edge landscape zone. Masonry means brick, stone, cast stone, concrete, glass block, split-face concrete masonry unit, or other masonry materials approved by the Board. PQ Concept Plan means any one or more of the drawings attached to this PD Ordinance and labeled "PD Concept Plan - Planning Area"; "PD Concept Plan - Land Uses"; "PD Concept Plan Open Space & Trail System"; and "PD Concept Plan - Thoroughfares" (all of which plans are deemed part of the PD Concept Plan and this PD Ordinance). PD District means the planned development zoning district established by this PD Ordinance. PD Ordinance means this planned development zoning district ordinance, including the PD Concept Plan. PD Supplement means that certain Circle T Planned Development Zoning District Supplement adopted by the Board concurrently with this PD Ordinance. Sub-area means any of the sub-areas shown on the "PD Concept Plan - Land Uses" exhibits, which areas are color-coded to identify permitted land use categories. Town means the Town of Westlake, Texas. UDC means the Town's Unified Development Code, as amended. SECTION 4 PD SUPPLEMENT Concurrently with the adoption of this PD Ordinance, the Board adopted the PD Supplement. The PD Supplement includes additional standards that are applicable within this PD District. The PD Supplement establishes additional standards for the following: (i) concept, informational, development and site plans; (ii) signs; (iii) landscaping; (iv) roadway construction, parking and loading; (v) fencing; (vi) lighting; (vii) other special standards; and(viii) illustrations. August 10, 1998 Article I. General Provisions PA 8-West Commercial Page 2 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 48 SECTION 5 APPLICABILITY OF EXISTING REGULATIONS Section 5.1 Applicable Town Ordinances Except to the extent provided by the PD Concept Plan, this PD Ordinance and the PD Supplement, development within the PD District shall be governed by the following UDC standards: A. With respect to the retail sub-area,by the "R-Retail" zoning district standards; B. With respect to the office sub-area, by the "O-Office Park" zoning district standards; and C. With respect to the office/industrial sub-area, by the "04 Office/Industrial Park" zoning district standards. Except to the extent provided by the PD Concept Plan, this PD Ordinance, and the PD Supplement, development within the PD District shall also be governed by the Applicable Town Ordinances. In the event of any conflict between(i)the PD Concept Plan, this PD Ordinance and the PD Supplement and (ii)the Applicable Town Ordinances, the terms, provisions and intent of the PD Concept Plan, this PD Ordinance and the PD Supplement shall control. Except as provided below, in the event of any conflict between the UDC and the Applicable Town Ordinances, the terms,provisions and intent of the UDC shall control. Section 5.2 General Approval Criteria To the extent, if any, that the Applicable Town Ordinances (and, in particular, the subdivision regulations of the UDC) grant to the Board, the Commission, the Town Planner, or any other Town employee or consultant, the authority to approve any aspect of development within the PD District (including, but not limited to, preliminary or final plats or any aspect thereof or any agreements or permits related thereto) based on conformity with the Town's Comprehensive Plan, Open Space Plan or Thoroughfare Plan (or with the objectives, goals or policies of such plans), then such authority shall be exercised to the extent necessary to determine whether the aspect of development being approved is consistent with the PD Concept Plan, this PD Ordinance, the PD Supplement and the objectives, goals, and policies of such plan, ordinance and supplement. SECTION 6 CONCEPT PLAN,DEVELOPMENT PLANS,AND SITE PLANS. Section 6.1 PD Concept Plan The PD Concept Plan attached to this PD Ordinance consists of drawings generally labeled as follows: (1) "PD Concept Plan - Planning Area"; (2) "PD Concept Plan - Land Uses"; (3) "PD Concept Plan - Open Space & Trail System"; and (4) "PD Concept Plan - Thoroughfares". Except as otherwise provided by this PD Ordinance or the PD Supplement, each of these drawings is a part of this PD Ordinance, and all graphic depictions contained on such drawings are considered "regulatory" standards. A. PD Concept Plan - Planning Area The drawing labeled "PD Concept Plan - Planning Area" identifies the general boundaries of the PD District for the "Circle T Planning Area No. 8 - West Commercial". The exact boundaries of the PD District are August 10, 1998 Article I. General Provisions PA 8-West Commercial Page 3 ORDINANCE 007510,00019:0360293.04 11-4-24 PD Amendments 49 shown on the metes and bounds description attached hereto as Exhibit 1. Any information shown on this drawing that is outside the boundaries of the PD District is not considered part of the PD Concept Plan or this PD Ordinance and does not bind or otherwise affect development within the PD District. Be PD Concept Plana - Land Uses The drawing labeled "PD Concept Plan - Land Uses" identifies the general categories of land uses that are permitted within the PD District sub-areas. This drawing also includes an estimate of the size of such sub-areas. For non-residential sub-areas,the drawings indicate the applicable floor area ratios and an estimate of total floor area. The estimates of total floor area, however, are provided for informational purposes only and are not "regulatory" standards, and to the extent, if any, that the actual total floor areas differ from the estimates, such differences shall not require an amendment to the PD Concept Plan. For single family sub-areas, the drawings also identify minimum lot sizes. These drawings also identify open space areas; however, such open space areas are more specifically discussed in Subsection C below. Any information shown on these drawings that is outside the boundaries of the PD District is not considered part of the PD Concept Plan or this PD Ordinance and does not bind or otherwise affect development within the PD District. To the extent, if any, that the drawings illustrate the detailed layout of golf course features (such as tee boxes, fairways, and greens) or detailed building "footprints", such detailed illustrations are not considered part of the PD Concept Plan or this PD Ordinance and do not bind or otherwise affect development within the PD District. Co PD Concept Plan - Open Space & 'Trail System The drawing labeled "PD Concept Plan - Open Space & Trail System" identifies public open space, private open space, and public and private golf(together with an estimate of the size of such areas). This drawing also identifies the general location of public hike and bike trails and public equestrian trails (which locations are not to scale). Any information shown on these drawings that is outside the boundaries of the PD District is not considered part of the PD Concept Plan or this PD Ordinance and does not bind or otherwise affect development within the PD District. D. PD Concept Plan - Thoroughfares The drawing labeled "PD Concept Plan - Thoroughfares" identifies major thoroughfares proposed for both development alternatives within the PD District. Section 682 PD Development Plans Because of the level of detail contained in the PD Concept Plan, the Board (at the time this PD District was established) waived the requirement for development plans. Based on such development plans shall not be required within this PD District. Section 6.3 PD Site Plans PD site plans are required for development within the PD District. Article I, Section 3.4, of the PD Supplement governs the process by which PD site plans are submitted and approved (including, but not limited to, the submittal requirements, approval criteria, and conditions). August 10, 1998 Article I. General Provisions PA 8-West Commercial Page 4 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 50 Section 6.4 PD "Informational" Plans There are also attached to this PD Ordinance for informational purposes only: (1) a drawing labeled "Circle T Ranch - Planning Areas" which illustrates the general boundaries of all Circle T Planning Areas; (2) a drawing labeled "Circle T Ranch - Land Uses" which illustrates the general land use categories for all Circle T Planning Areas; (3) a drawing labeled "Circle T Ranch- Open Space & Trail System" which illustrates the open space and trail system for all Circle T Planning Areas; and (4) a drawing labeled "Circle T Ranch - Thoroughfares" which illustrates the thoroughfares for all Circle T Planning Areas. These "informational" drawings are not part of the PD Concept Plan or this PD Ordinance, and nothing contained on any of these drawings shall bind or otherwise affect the development of this PD District. August 10, 1998 Article I. General Provisions PA 8-West Commercial Page 5 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 51 ARTICLE 11. USES SECTION I LAND USE SCHEDULE Buildings, structures, and land within the sub-areas identified on the PD Concept Plan shall be used only in accordance with the uses permitted in the following "Land Use Schedule". The symbol "X" shall mean that the use is permitted as a principal use by right. The symbol "S" shall mean that the principal use is permitted only after first obtaining a "Specific Use Permit" as set forth in the UDC. The symbol "A" shall mean that this use is specifically permitted as an accessory use to a main use (this does not exclude other land uses which are generally considered accessory to the primary use). A blank square shall mean that the use is not allowed as a principal use. CIRCLE T PLANNING AREA 8 -WEST COMMERCIAL LAND USE SCHEDULE PERMITTED USES SUB-AREAS X=Permitted,A=Accessory Use,S=SUP Retail' Office OfflInd Public Use AGRICULTURAL USES Orchard X x x x Plant Nursery(Growing) x x x x Plant Nursery(Retail Sales) X x x Farms General(Crops) X x x x Farms General(Livestock,Ranch) x x X x Veterinarian(Indoor Kennels)x Veterinarian(Outdoor Kennels) Stables(Private Use) S Stables(As a Business) S RESIDENTIAL USES Single Family Detached Single Family Zero Lot Line Single Family Attached Duplex Home Occupation Servants/Caretakers Quarters A A Temporary Accommodation for A A Employees/Customers/Visitors Swimming Pool(Private) Detached Garage(Private) Sport/Tennis Courts(Private) August 10, 1998 Article 11. Uses PA 8-West Commercial Page 6 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 52 PERMITTED USES SUB-AREAS X=Permitted,A=Accessory Use,S=SUP Retail' office otvtnd Public Use INSTITUTIONAL and IsOV MENTAI vsks Emergency Ambulance Service X Post Office(Governmental) X X Mailing Service(Private) X X Heliport Helistop/Verti-stop X X Telephone,Electric,Cable,and Fiber X X X Optic Switching Station Electrical Substation S S S Utility Distribution LineS2 X X X Utility Shop and Storage S S S Water and Sewage Pumping Station X X X below grade) Water and Sewage Pumping Station X X S above grade) Water Storage Tank and Pumping X X S System(Elevated or Above Grade) Water,Sewer,Electric,and Gas Meters X X X Electric Transformers X X X Private Streets/Alleys/Drives X X X X Retirement Home X X Nursing/Convalescent Horne x Hospice X X Hospital X X Psychiatric Hospital X X Clinic X X X Child Daycare(Public;7 or more) X X X Child Daycare(Private;7 or more) A School,K-12(Public or Private) S S S School(Vocational) X X X College or University X X X Community Center(Public) X X X Civic Club X X X Church or Place of Worship X X X Use Associated to a Religious Inst. X X X Government Building X X X X Police Station X X X X Fire Station X X X X Library X X X X Data Center COMMERCIAL USES; Multifamily(Apartments) August 10, 1998 Article H. Uses PA 8-West Commercial Page 7 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 53 PERMITTED USES SUB-AREAS X=Permitted,A=Accessory Use,S=SUP Retail' Office Orrnnd Public Use Offices(General) X X X Studio X X X Banks and Financial Institutions X X X Information Processing X X Hotel/Motel X X X Hotel/Motel with Conferencing Facility X X X Laundry/Dry Cleaning(<3,000 S.F.) X A Laundry/Dry Cleaning(Drop/Pick) X A Shoe Repair X A A Beauty Parlor/Barbershop X Clothing Store X Quick Copy/Duplicating Services X A X Personal Services X X X Liquor Store X Micro-brewery and Wine Production and X Sales(<30,000 S.F.) Grocery X Convenience Store X A Service Station X Drug Store X A Variety Store X Bakery Sales X Stationery and/or Book Store X Antique Shop X Art Gallery/Museums X Hardware Store X Sporting Goods X Paint and Wallpaper X Cloth Store X Retail Stores-General X Excluding Second Hand Goods) Restaurant,Cafe or Dining Facility X A A Auto/Truck Parts and Accessories S Household Furniture/Appliances X including Sales and Service) Farmer's Market X Feed Store X Parking Structure A A A Cafeteria(Private) A X Job Printing,Lithography,Printing,or x X X Blueprinting Vehicle Display and Sales(inside) Medical Laboratory S August 10, 1998 Article I1. Uses PA 8-West Commercial Page 8 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 54 PERMITTED USES SUB-AREAS X=Permitted,A=Accessory Use,S=SUP Retails Office Off/Ind Public Use R&D Laboratory S Conference Center Live Theater X X X4 Motion Picture Theater x Custom Business Services Electronic Appliances Store and Computer Sales and Service Tavern,Bar or Lounge Dance Halls/Nightclubs A NI USEMENT/RECREATION Golf Course(Public or Private) X X X Park or Playground(Public or Private)X X X Satellite Dish X X X Non-Commercial Radio Tower S S S Race Track Operation S S Recreation Facility,Health Studio X X X Public) Country Club(Private Membership) X X X Golf Clubhouse(Public or Private) x x Community Center(Private) Recreation Center(Private) X X Hike,Bike,and Equestrian Trails X X X X Public or Private) Golf Maintenance Facility Golf Pro Shop Health/Spa Facilities(Private)X X X Athletic Fields(Private) Athletic Courts(Private)A Equestrian Center Athletic Courts(Public)A Commercial Amusement(Inside) Lake Cruise(Water Taxi AUTO SERVICES Truck/Trailer Rental Auto Body Repair S S Auto Mechanical Repair S S Quick Lube/Oil Change S S Vehicle Maintenance(Private)S S Vehicle Fueling(Private) August 10, 1998 Article 11. Uses PA 8-West Commercial Page 9 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 55 PERMITTED USES SUB-AREAS X=Permitted,A=Accessory Use,S=SUP Retail' Office Offend Public Use WIiOLESALE TRADE Warehouse/Storage(Inside)X Warehouse/Storage(Outside) S Scrap/Waste Recycling Collection and/or S Storage Gas/Chemical Bulk Storage S Light Manufacturing/Assembly X Apparel Manufacturing X Packaging and/or Distribution X Printing,Engraving and related X Reproductive Services Distribution of Books/Other Printed X Material Machine Shop S Welding Shop S Temporary Batching Plant S S S S Temporary Construction Office X3 X3 X3 X5 Temporary Construction Materials X3 X3 X3 X5 Storage Temporary Sales Office S S NOTES: 1. Individual retail occupants(except grocery store and drug store)cannot exceed 25,000 square feet. 2. Including water, sewer,electric,gas,cable,telephone,fiber optic,and other public and private utility distribution lines. 3. Limited to period of construction. SECTION 2 ACCESSORY USES AND STRUCTURES An accessory use or structure which is customarily incidental to the principal use or structure, and is located on the same lot or tract of land, shall be permitted as an accessory use without being separately listed as a permitted use. August 10, 1998 Article II. Uses PA 8-West Commercial Page 10 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 56 ARTICLE 111. DEVELOPMENT STANDARDS SECTION 1 DENSITY Section 1.1 Retail The maximum floor area ratio for the retail sub-areas shall be 0.25:1 for Tracts 8-1 and 8-2. Section 1.2 Office The maximum floor area ratio for the office sub-areas shall be as follows: A. 0.45:1 for Tract 8-3; and B. 0.40:1 for Tracts 8-4 and 8-5. Section 1.3 Office/Industrial The maximum floor area ratio for the office/industrial sub- areas shall be 0.30:1 for Tracts 8-6, 8-7 and 8-8. SECTION 2 MINIMUM LOT SIZE Section 2.1 Retail The minimum lot size for the retail sub-areas shall be 40,000 square feet. Section 2.2 Office The minimum lot size for the office sub-areas shall be 100,000 square feet. Section 2.3 Office/Industrial The minimum lot size for the office/industrial sub-areas shall be 100,000 square feet. SECTION 3 MINIMUM LOT WIDTH Section 3.1 Retail The minimum lot width for the retail sub-areas shall be 200 feet. Section 3.2 Office The minimum lot width for the office sub-areas shall be 200 feet. Section 3.3 Office/Industrial The minimum lot width for the office/industrial sub-areas shall be 175 feet. SECTION 4 MAXIMUM BUILDING HEIGHT Section 4.1 Retail Except as provided below, the maximum height for all structures within the retail sub-areas shall be two stories or 35 feet. Section 4.2 Office Except as provided below, the maximum height for all structures within the office sub-areas shall be the lesser of five stories or 75 feet. Section 4.3 Office/Industrial Except as provided below, the maximum height for all structures within the office/industrial sub-areas shall be two stories or 35 feet. August 10, 1998 Article 111. Development Standards PA 8-West Commercial Page I I ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 57 Section 4.4 Exceptions to Height Requirements The height limits imposed above shall not apply to (a) chimneys and vent stacks, church spires, elevator shafts, penthouses, cupolas, entry features, skylights, or other architectural features that are not intended for occupancy or storage; b) flag poles and similar devices; or (c) heating and air conditioning equipment, solar collectors, and similar equipment, fixtures and devices provided such equipment, fixtures, and devices are screened from view with a solid wall that is architecturally consistent with the design of the building to which they are attached. SECTION 5 MINIMUM BUILDING SIZE Section 5.1 Retail The minimum building size within the retail sub-areas shall be 2,000 square feet. Section 5.2 Office The minimum building size within the office sub-areas shall be 3,000 square feet. Section 5.3 Office/Industrial The minimum building size within the office/industrial sub- areas shall be 3,000 square feet. SECTION 6 FRONT YARD SETBACKS Section 6.1 Retail The minimum front yard for the retail sub-areas shall be 50 feet. Section 6.2 Office The minimum front yard for the office sub-areas shall be 50 feet. Section 6.3 Office/Industrial The minimum front yard for the office/industrial sub-areas shall be 75 feet. SECTION 7 REAR YARD SETBACKS Section 7.1 Retail The minimum rear yard for the retail sub-areas shall be 50 feet. Section 7.2 Office The minimum rear yard for the office sub-areas shall be 50 feet. Section 7.3 Office/Industrial The minimum rear yard for the office/industrial sub-areas shall be 50 feet. SECTION 8 SIDE YARD SETBACKS Section 8.1 Retail The minimum side yard for the retail sub-areas shall be 10 feet. Section 8.2 Office The minimum side yard for the office sub-areas shall be 45 feet. August 10, 1998 Article 111. Development Standards PA 8-West Commercial Page 12 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 58 Section 8.3 Office Industrial. The minimum side yard for the office/industrial sub-areas shall be 50 feet. SECTION 9 SLOPE REQUIREMENTS Section 9.1 Residential Slope Except as provided below, non single family structures shall not exceed the height of a line drawn at a slope of 5:1 (including streets and other rights of way) from any single family lot line. If the grade of the ground rises or falls from the point of origin of the slope line,the maximum height shall increase or decrease by the difference in grade. Section 9.2 Roadway Slope Except as provided below, non-single family structures shall not exceed the height of a line drawn at a slope of 2:1 (including streets and other rights of way) from any right-of-way line of any roadway. If the grade of the ground rises or falls from the point of origin of the slope line, the maximum height shall increase or decrease by the difference in grade. August 10, 1998 Article 111. Development Standards PA 8-West Commercial Page 13 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 59 ARTICLE IV. EXHIBITS EXHIBIT 1 Legal Description of I'D District EXHIBIT 2 PD, Concept Plan-Planning Area EXHIBIT 3 PD Concept Plan - Land Uses EXHIBIT 4 I'D Concept Plan- Open Space& Trail System EXHIBIT 5 PD Concept Plan- Thoroughfares EXHIBIT 6 Circle T Ranch- Planning Areas for informational purposes only) EXHIBIT 7 Circle T Ranch-Land Uses for informational purposes only) EXHIBIT 8 Circle T Ranch- Open Space&Trail System for informational purposes only) EXHIBIT 9 Circle T Ranch-Thoroughfares for informational purposes only) August 10, 1998 Article IV. Exhibits PA 8-West Commercial Page 14 ORDINANCE 007510.00019:0360293.04 11-4-24 PD Amendments 60 EXHIBIT A – LEGAL DESCRIPTION TBPLS Firm No. 10074302 LEGAL DESCRIPTION BEING A TRACT OF LAND SITUATED IN THE F. CUELLA SURVEY, ABSTRACT NUMBER 267, AND THE WM. HUFF SURVEY, ABSTRACT NUMBER 648, TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED BY DEED TO HW 2421, L.P., RECORDED IN INSTRUMENT NUMBER D209181336, SAID COUNTY RECORDS, ALL OF THAT TRACT OF LAND DESCRIBED BY DEED TO AIL INVESTMENT, LP., RECORDED IN INSTRUMENT NUMBER D209326475, COUNTY RECORDS, TARRANT COUNTY, TEXAS AND ALL OF THE REMAINDER OF THAT TRACT OF LAND DESCRIBED BY DEED TO HW 164 LAND L.P., RECORDED IN INSTRUMENT NUMBER D209181335, SAID COUNTY RECORDS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE STATE HIGHWAY 170 (A VARIABLE WIDTH RIGHT-OF-WAY AND THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 377 ( A VARIABLE WIDTH RIGHT-OF-WAY); THENCE WITH THE SOUTH RIGHT-OF-WAY OF SAID STATE HIGHWAY 170 THE FOLLOWING COURSES AND DISTANCES; N 89°23’15”E, 530.97 FEET; N 75°27’16”E, 519.78 FEET, TO THE BEGINNING OF A CURVE TO THE LEFT; WITH SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 346.40 FEET, THROUGH A CENTRAL ANGLE OF 04°18’40”, HAVING A RADIUS OF 4603.66 FEET, THE LONG CHORD WHICH BEARS N 76°50’40”E, 346.32 FEET; THENCE DEPARTING SAID SOUTH RIGHT-OF-WAY, OVER AND ACROSS SAID HW 2421 TRACT, THE FOLLOWING BEARINGS AND DISTANCES; S 14°08’26”E, 1097.78 FEET; S 09°21’16”W, 1509.31 FEET; S 40°36’45”W, 1650.82 FEET; S 14°06’59”W, 1546.81 FEET, TO THE SOUTH LINE OF SAID HW 2421 TRACT; THENCE S 89°37’31”W, 2736.81 FEET, WITH SAID SOUTH LINE, TO THE EAST RIGHT-OF-WAY OF AFOREMENTIONED STATE HIGHWAY 377; THENCE WITH SAID EAST RIGHT-OF-WAY THE FOLLOWING BEARINGS AND DISTANCES; N 24°31’28”E, 74.90 FEET; N 18°22’51”E, 20.12 FEET; 61 Westwood Job No. 0057526 Tracking No. ACF8936 Circle_t PD8 December 5, 2024 s:\planning_and_development\development case files & documents\zoning-platting-site plan submittals\active cases\1_in review by drc\z-11-04-24_pd3-8 zoning amendment\docs for agenda\exhibit a - pd 3-8 legal description.docx Page 2 of 2 N 24°33’06”E, 1988.78 FEET, TO THE SOUTH LINE OF LOT 1, BLOCK 1, WESTLAKE WATER SUPPLY ADDITION, AN ADDITION TO THE TOWN OF WESTLAKE RECORDED IN CABINET “A”, SLIDE 8429 SAID COUNTY RECORDS; THENCE WITH THE SOUTH, EAST AND NORTH LINE OF SAID WESTLAKE WATER SUPPLY ADDITION THE FOLLOWING BEARINGS AND DISTANCES; S 85°07’29”E, 494.71 FEET; N 04°52’31”E, 211.29 FEET; N 85°07’29”W, 422.12 FEET, RETURNING TO AFORESAID EAST RIGHT-OF-WAY OF STATE HIGHWAY 377; THENCE CONTINUING WITH SAID EAST RIGHT-OF-WAY THE FOLLOWING COURSES AND DISTANCES; N 24°31’07”E, 514.72 FEET; N 25°11’14”E, 246.87 FEET, TO THE BEGINNING OF A CURVE TO THE RIGHT; WITH SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 751.50 FEET, THROUGH A CENTRAL ANGLE OF 11°29’54”, HAVING A RADIUS OF 3744.72 FEET, THE LONG CHORD WHICH BEARS N 30°17’56”E, 750.24 FEET; N 35°58’37”E, 1458.06 FEET; N 31°57’15”E, 304.58 FEET; THENCE N28°26’51”E, 263.31 FEET TO THE POINT OF BEGINNING AND CONTAINING 12,624,674 SQUARE FEET OR 289.82 ACRES OF LAND MORE OR LESS. 62 NORTH SHEET NO. OF SHEET CONTENT N : \ 0 0 5 7 8 9 6 .0 0 \ 0 5 S e r v ic e G r o u p s \P la n n in g \ E n ti t l e m e n t s \ Z o n in g \ 0 0 5 7 8 9 6 _ P D 3 -8 _ C o n tr a c t_ E x . d g n 1 1 FORT WORTH, TEXAS 76177 PH.# 817-562-3350 9800 HILLWOOD PARKWAY, SUITE 250 VICINITY MAP NORTH GRAPHIC SCALE 0 700' ± 42.9 ACRES RETAIL ± 128.6 ACRES OFFICE ± 118.3 ACRES OFFICE/INDUSTRIAL PD 3-8 Circle T Ranch S H 170 R O A N O K E R D O T T IN G E R S H 37 7 SITE Hillwood 9800 Hillwood Pkwy. Suite 300 Fort Worth, TX 76177 817.224.6000 www.AllianceTexas.com PD 3-7 PD 3-6 2.388 AC LOT 1, BLOCK 1 D222207596 WESTLAKE, LLC VRE N. MAIN STREET D218054122 DEVELOPMENT LP ADL 80 VOL 14335 PG ASSOCIATION 1 GATEWAY-PHASE ALLIANCE D206240552 80 VOL 14335 PG ASSOCIATION 1 GATEWAY-PHASE ALLIANCE 80 VOL 14335 PG ASSOCIATION 1 GATEWAY-PHASE ALLIANCE 80 VOL 14335 PG ASSOCIATION 1 GATEWAY-PHASE ALLIANCE 13.175 ACRES 7782 CAB A, SLIDE OFFICE CAMPUS CIRCLE T RANCH LOT 1, BLOCK 1 D221003911 NO 1 LTD CT WEST PARK SLIDE 7791 CAB A, LOT 1 & 2 SPACE NATURAL OPEN WESTLAKE TOWN OF TC CAB A SLIDE 8429 WATER SUPPLY ADDITION LOT 1, BLK 1 WESTLAKE VOL 15922 PG 264 TOWN OF WESTLAKE C.R.T.C.T. D216157576 INST. # MARSHALL RIDGE THE LAKES AT TC D209181336 DC 2009-55584 LP HW 2421 LAND, U S 37 7 STATE HIGHWAY 170 PD 3-8 W/In Existing PD 3-8 ±169.4 AC PD 3-7 W/In Existing ±57.7 AC PD 3-7 PD 3-7 PD 3-8 W/In Existing PD 3-8 ±67.7 AC PD 3-8 TC D209181336 DC 2009-55584 HW 2421 LAND, LP 35.803 ACRES TC D209326475 AIL INVESTMENT, L.P. TC D209181335 DC 2009-55585 HW 164 LAND, LP EXHIBIT B - CONECPT PLAN 63 EXHIBIT C – DEVELOPMENT STANDARDS [Type here] [Type here] [Type here] CIRCLE T PLANNING AREA 8 WEST COMMERCIAL ARTICLE I. GENERAL PROVISIONS ..................................................................................... 4 SECTION 1 SHORT TITLE...................................................................................................... 4 SECTION 2 PURPOSES ............................................................................................................ 4 SECTION 3 GENERAL DEFINITIONS .............................................................................. 4 Section 3.1 Usage ..................................................................................................................... 4 Section 3.2 Words and Terms Defined ................................................................................... 4 SECTION 4 PD SUPPLEMENT ................................................................................................ 5 SECTION 5 APPLICABILITY OF EXISTING REGULATIONS ..................................... 5 Section 5.1 Applicable Town Ordinances ............................................................................... 5 Section 5.2 General Approval Criteria ................................................................................... 6 SECTION 6 CONCEPT PLAN, DEVELOPMENT PLANS, AND SITE PLANS. ............... 6 Section 6.1 PD Concept Plan .................................................................................................... 6 Section 6.2 PD Development Plans .......................................................................................... 7 Section 6.3 PD Site Plans ....................................................................................................... 7 Section 6.4 PD "Informational" Plans ..................................................................................... 7 ARTICLE II. USES ...................................................................................................................... 9 SECTION 1 LAND USE SCHEDULE ..................................................................................... 9 SECTION 2 ACCESSORY USES AND STRUCTURES ...................................................... 14 ARTICLE III. DEVELOPMENT STANDARDS ..................................................................... 15 SECTION 1 DENSITY ........................................................................................................... 15 Section 1.1 Retail ............................................................................................................. 15 Section 1.2 Office ............................................................................................................ 15 64 [Type here] [Type here] [Type here] Section 1.3 Office/Industrial ............................................................................................ 15 SECTION 2 MINIMUM LOT SIZE ........................................................................................ 15 Section 2.1 Retail ............................................................................................................. 15 Section 2.2 Office ............................................................................................................ 15 Section 2.3 Office/Industrial ............................................................................................ 15 SECTION 3 MINIMUM LOT WIDTH ................................................................................... 15 Section 3.1 Retail ............................................................................................................. 15 Section 3.2 Office ............................................................................................................ 15 Section 3.3 Office/Industrial ............................................................................................ 15 SECTION 4 MAXIMUM BUILDING HEIGHT ................................................................... 15 Section 4.1 Retail ............................................................................................................. 15 Section 4.2 Office ............................................................................................................ 15 Section 4.3 Office/Industrial ............................................................................................ 16 Section 4.4 Exceptions to Height Requirements .................................................................... 16 SECTION 5 MINIMUM BUILDING SIZE ............................................................................. 16 Section 5.1 Retail ................................................................................................................... 16 Section 5.2 Office .................................................................................................................. 16 Section 5.3 Office/Industrial ................................................................................................. 16 SECTION 6 FRONT YARD SETBACKS ............................................................................... 16 Section 6.1 Retail ............................................................................................................. 16 Section 6.2 Office ............................................................................................................ 16 Section 6.3 Office/Industrial ............................................................................................ 16 SECTION 7 REAR YARD SETBACKS ................................................................................. 16 Section 7.1 Retail ............................................................................................................. 16 Section 7.2 Office ............................................................................................................ 16 65 [Type here] [Type here] [Type here] Section 7.3 Office/Industrial ............................................................................................ 17 SECTION 8 SIDE YARD SETBACKS .................................................................................. 17 Section 8.1 Retail .................................................................................................................... 17 Section 8.2 Office ................................................................................................................... 17 Section 8.3 Office Industrial. .................................................................................................. 17 SECTION 9 BUFFER REQUIREMENTS ............................................................................... 17 Section 9.1 Non-Compatible Use Setback ............................................................................. 17 Section 9.2 Landscape Buffer ................................................................................................. 17 66 [Type here] [Type here] [Type here] ARTICLE I. GENERAL PROVISIONS SECTION 1 SHORT TITLE This ordinance shall be known and may be cited as the "Circle T Planning Area No. 8 - West Commercial Planned Development Zoning District Ordinance", or simply as the "PD Ordinance". SECTION 2 PURPOSES This PD Ordinance is adopted to provide for a superior design of lots or buildings; to provide for increased recreation and/or open space opportunities for public use; to provide rural amenities or features that would be of special benefit to the property users or community; to protect or preserve natural amenities and environmental assets such as trees, creeks, ponds, floodplains, slopes or hills and viewscapes; to protect or preserve existing historical buildings, structures, features or places; and to provide an appropriate balance between the intensity of development and the ability to provide adequate supporting public facilities and services. SECTION 3 GENERAL DEFINITIONS Section 3.1 Usage For purposes of this PD Ordinance, certain numbers, abbreviations, terms, and words shall be used, interpreted and defined as set forth in this Section. Other terms and words are defined elsewhere in this PD Ordinance. Unless the context clearly indicates to the contrary, words used in the present tense include the future tense, and words used in the plural include the singular. The word "shall" will be interpreted as mandatory, and the word "may" as permissive. Section 3.2 Words and Terms Defined Applicable Town Ordinances means the UDC and all other ordinances, rules, and regulations that are adopted by the Board and that are applicable to development within the PD District. Board means the Board of Aldermen of the Town of Westlake, Texas. Circle T Planning Area means any one of the planning areas into which the Circle T Ranch has been divided for purposes of establishing planned development zoning districts. Circle T Ranch means the 2,525-acre property commonly known as the Circle T Ranch and generally located in Tarrant and Denton Counties (i) east of U.S. 377, (ii) west of Precinct Line Road, and (iii) adjacent to and in the vicinity of the intersection of S.H. 114 and S.H. 170. Commission means the Planning and Zoning Commission of the Town of Westlake, Texas. 67 [Type here] [Type here] [Type here] Lot Coverage means the percentage of a lot that is covered by structures, parking areas, driveways, and roadways. Masonry means brick, stone, cast stone, concrete, glass block, split-face concrete masonry unit, or other masonry materials approved by the Board. PD Concept Plan means any one or more of the drawings attached to this PD Ordinance and labeled "PD Concept Plan - Planning Area"; "PD Concept Plan - Land Uses"; "PD Concept Plan - Open Space & Trail System"; and "PD Concept Plan - Thoroughfares" (all of which plans are deemed part of the PD Concept Plan and this PD Ordinance). PD District means the planned development zoning district established by this PD Ordinance. PD Ordinance means this planned development zoning district ordinance, including the PD Concept Plan. PD Supplement means that certain Circle T Planned Development Zoning District Supplement adopted by the Board concurrently with this PD Ordinance. Sub-area means any of the sub-areas shown on the "PD Concept Plan - Land Uses" exhibits, which areas are color-coded to identify permitted land use categories. Town means the Town of Westlake, Texas. UDC means the Town's Unified Development Code, as amended. SECTION 4 PD SUPPLEMENT Concurrently with the adoption of this PD Ordinance, the Board adopted the PD Supplement. The PD Supplement includes additional standards that are applicable within this PD District. The PD Supplement establishes additional standards for the following: (i) concept, informational, development and site plans; (ii) signs; (iii) landscaping; (iv) roadway construction, parking and loading; (v) fencing; (vi) lighting; (vii) other special standards; and (viii) illustrations. SECTION 5 APPLICABILITY OF EXISTING REGULATIONS Section 5.1 Applicable Town Ordinances Except to the extent provided by the PD Concept Plan, this PD Ordinance and the PD Supplement, development within the PD District shall be governed by the following UDC standards: A. With respect to the retail sub-area, by the "LR - Local Retail" zoning district standards. B. With respect to the office sub-area, by the "O - Office Park" zoning district 68 [Type here] [Type here] [Type here] standards; and C. With respect to the office/industrial sub-area, by the "O-I - Office/Industrial Park" zoning district standards. Except to the extent provided by the PD Concept Plan, this PD Ordinance, and the PD Supplement, development within the PD District shall also be governed by the Applicable Town Ordinances. In the event of any conflict between (i) the PD Concept Plan, this PD Ordinance and the PD Supplement and (ii) the Applicable Town Ordinances, the terms, provisions and intent of the PD Concept Plan, this PD Ordinance and the PD Supplement shall control. Except as provided below, in the event of any conflict between the UDC and the Applicable Town Ordinances, the terms, provisions and intent of the UDC shall control. Section 5.2 General Approval Criteria To the extent, if any, that the Applicable Town Ordinances (and, in particular, the subdivision regulations of the UDC) grant to the Board, the Commission, the Town Planner, or any other Town employee or consultant, the authority to approve any aspect of development within the PD District (including, but not limited to, preliminary or final plats or any aspect thereof or any agreements or permits related thereto) based on conformity with the Town's Comprehensive Plan, Open Space Plan or Thoroughfare Plan (or with the objectives, goals or policies of such plans), then such authority shall be exercised to the extent necessary to determine whether the aspect of development being approved is consistent with the PD Concept Plan, this PD Ordinance, the PD Supplement and the objectives, goals, and policies of such plan, ordinance and supplement. SECTION 6 CONCEPT PLAN, DEVELOPMENT PLANS, AND SITE PLANS. Section 6.1 PD Concept Plan The PD Concept Plan attached to this PD Ordinance consists of drawings generally labeled as follows: (1) "PD Concept Plan - Planning Area"; (2) "PD Concept Plan - Land Uses"; (3) "PD Concept Plan - Open Space & Trail System"; and (4) "PD Concept Plan - Thoroughfares". Except as otherwise provided by this PD Ordinance or the PD Supplement, each of these drawings is a part of this PD Ordinance, and all graphic depictions contained on such drawings are considered "regulatory" standards. A. PD Concept Plan - Planning Area The drawing labeled "PD Concept Plan - Planning Area" identifies the general boundaries of the PD District for the "Circle T Planning Area No. 8 - West Commercial". The exact boundaries of the PD District are shown on the metes and bounds description attached hereto as Exhibit 1. Any information shown on this drawing that is outside the boundaries of the PD District is not considered part of the PD Concept Plan or this PD Ordinance and does not bind or otherwise affect development within the PD District. B. PD Concept Plan - Land Uses The drawing labeled "PD Concept Plan - Land 69 [Type here] [Type here] [Type here] Uses" identifies the general categories of land uses that are permitted within the PD District sub-areas. This drawing also includes an estimate of the size of such sub-areas. For non-residential sub-areas, the drawings indicate the applicable floor area ratios and an estimate of total floor area. The estimates of total floor area, however, are provided for informational purposes only and are not "regulatory" standards, and to the extent, if any, that the actual total floor areas differ from the estimates, such differences shall not require an amendment to the PD Concept Plan. For single family sub-areas, the drawings also identify minimum lot sizes. These drawings also identify open space areas; however, such open space areas are more specifically discussed in Subsection C below. Any information shown on these drawings that is outside the boundaries of the PD District is not considered part of the PD Concept Plan or this PD Ordinance and does not bind or otherwise affect development within the PD District. To the extent, if any, that the drawings illustrate the detailed layout of golf course features (such as tee boxes, fairways, and greens) or detailed building "footprints", such detailed illustrations are not considered part of the PD Concept Plan or this PD Ordinance and do not bind or otherwise affect development within the PD District. C. PD Concept Plan - Open Space & Trail System The drawing labeled "PD Concept Plan - Open Space & Trail System" identifies public open space, private open space, and public and private golf (together with an estimate of the size of such areas). This drawing also identifies the general location of public hike and bike trails and public equestrian trails (which locations are not to scale). Any information shown on these drawings that is outside the boundaries of the PD District is not considered part of the PD Concept Plan or this PD Ordinance and does not bind or otherwise affect development within the PD District. D. PD Concept Plan - Thoroughfares The drawing labeled "PD Concept Plan - Thoroughfares" identifies major thoroughfares proposed for both development alternatives within the PD District. Section 6.2 PD Development Plans Because of the level of detail contained in the PD Concept Plan, the Board (at the time this PD District was established) waived the requirement for development plans. Based on such development plans shall not be required within this PD District. Section 6.3 PD Site Plans PD site plans are required for development within the PD District. Article I, Section 3.4, of the PD Supplement governs the process by which PD site plans are submitted and approved (including, but not limited to, the submittal requirements, approval criteria, and conditions). Section 6.4 PD "Informational" Plans There are also attached to this PD Ordinance for informational purposes only: (1) a 70 [Type here] [Type here] [Type here] drawing labeled "Circle T Ranch - Planning Areas" which illustrates the general boundaries of all Circle T Planning Areas; (2) a drawing labeled "Circle T Ranch - Land Uses" which illustrates the general land use categories for all Circle T Planning Areas; (3) a drawing labeled "Circle T Ranch - Open Space & Trail System" which illustrates the open space and trail system for all Circle T Planning Areas; and (4) a drawing labeled "Circle T Ranch - Thoroughfares" which illustrates the thoroughfares for all Circle T Planning Areas. These "informational" drawings are not part of the PD Concept Plan or this PD Ordinance, and nothing contained on any of these drawings shall bind or otherwise affect the development of this PD District. 71 [Type here] [Type here] [Type here] ARTICLE II. USES SECTION 1 LAND USE SCHEDULE Buildings, structures, and land within the sub-areas identified on the PD Concept Plan shall be used only in accordance with the uses permitted in the following "Land Use Schedule". The symbol "X" shall mean that the use is permitted as a principal use by right. The symbol "S" shall mean that the principal use is permitted only after first obtaining a "Specific Use Permit" as set forth in the UDC. The symbol "A" shall mean that this use is specifically permitted as an accessory use to a main use (this does not exclude other land uses which are generally considered accessory to the primary use). A blank square shall mean that the use is not allowed as a principal use. CIRCLET PLANNING AREA 8 - WEST COMMERCIAL LAND USE SCHEDULE PERMITTED USES X=Permitted, A=Accessory Use, S=SUP Retail1 Sub Area Office Sub Area Office / Industrial Sub Area AGRICULTURAL USES Orchard X X X Plant Nursery (Growing) X X X Plant Nursery (Retail Sales) X X Farms General (Crops) X X X Farms General (Livestock, Ranch) X X X Veterinarian (Indoor Kennels) X Veterinarian (Outdoor Kennels) Stables (Private Use) S Stables (As a Business) S RESIDENTIAL USES Single Family Detached Single Family Zero Lot Line Single Family Attached Duplex Home Occupation Servants/Caretakers Quarters A A Temporary Accommodation for Employees/Customers/Visitors A A Swimming Pool (Private) Detached Garage (Private) Sport/Tennis Courts (Private) INSTITUTIONAL and GOVERNMENTAL USES 72 [Type here] [Type here] [Type here] PERMITTED USES X=Permitted, A=Accessory Use, S=SUP Retail1 Sub Area Office Sub Area Office / Industrial Sub Area Emergency Ambulance Service X Post Office (Governmental) X X Mailing Service (Private) X X Heliport Helistop / Verti-stop X X Telephone, Electric, Cable, and Fiber Optic Switching Station X X X Electrical Substation S X X Utility Distribution Lines3 X X X Utility Shop and Storage S A S Water and Sewage Pumping Station (below grade) X X X Water and Sewage Pumping Station (above grade) X X S Water Storage Tank and Pumping System (Elevated or Above Grade) X X S Water, Sewer, Electric, and Gas Meters X X X Electric Transformers X X X Private Streets / Alleys / Drives X X X Retirement Home X X Nursing / Convalescent Home X Hospice X X Hospital X X Psychiatric Hospital X X Clinic X X X Child Daycare (Public; 7 or more) X X X Child Daycare (Private; 7 or more) A School, K-12 (Public or Private) S S S School (Vocational) X X X College or University X X X Community Center (Public) X X X Civic Club X X X Church or Place of Worship X X X Use Associated to a Religious Institution X X X Government Building X X X Police Station X X X Fire Station X X X Library X X X Data Center4 S4 X4 COMMERCIAL USES 73 [Type here] [Type here] [Type here] PERMITTED USES X=Permitted, A=Accessory Use, S=SUP Retail1 Sub Area Office Sub Area Office / Industrial Sub Area Multifamily (Apartments) Offices (General) X X X Studio X X X Banks and Financial Institutions X X X Information Processing X X Hotel/Motel X X X Hotel/Motel with Conferencing Facility X X X Laundry/Dry Cleaning (<3,000 S.F.) X A Laundry/Dry Cleaning (Drop/Pick) X A Shoe Repair X A A Beauty Parlor/Barbershop X Clothing Store X Quick Copy/Duplicating Services X A X Personal Services X X X Liquor Store X Micro-brewery and Wine Production and Sales (<30,000 S.F.) X Grocery X Convenience Store X A Service Station X Drug Store X A Variety Store X Bakery Sales X Stationery and/or Book Store X Antique Shop X Art Gallery/Museums X A Hardware Store X Sporting Goods X Paint and Wallpaper X Cloth Store X Retail Stores - General (Excluding Secondhand Goods) X Restaurant, Cafe or Dining Facility X A A Auto/frock Parts and Accessories S Household Furniture/Appliances (including Sales and Service) X Farmer's Market X Feed Store X 74 [Type here] [Type here] [Type here] PERMITTED USES X=Permitted, A=Accessory Use, S=SUP Retail1 Sub Area Office Sub Area Office / Industrial Sub Area Parking Structure A A A Cafeteria (Private) A X Job Printing, Lithography, Printing, or Blueprinting X X X Vehicle Display and Sales (inside) Medical Laboratory S R&D Laboratory S Conference Center Live Theater X X Motion Picture Theater5 X X Custom Business Services Electronic Appliances Store and Computer Sales and Service Tavern, Bar or Lounge Dance Halls/Nightclubs AMUSEMENT / RECREATION Golf Course (Public or Private) X X X Park or Playground (Public or Private) X X X Satellite Dish X X X Non-Commercial Radio Tower S S S Racetrack Operation S S Recreation Facility, Health Studio (Public) X X X Country Club (Private Membership) X X X Golf Clubhouse (Public or Private) X X Community Center (Private) Recreation Center (Private) X X Hike, Bike, and Equestrian Trails (Public or Private) X X X Golf Maintenance Facility Golf Pro Shop Health/Spa Facilities (Private) X X X Athletic Fields (Private) Athletic Courts (Private) A Equestrian Center Athletic Courts (Public) A Commercial Amusement (Inside) Lake Cruise/Water Taxi 75 [Type here] [Type here] [Type here] PERMITTED USES X=Permitted, A=Accessory Use, S=SUP Retail1 Sub Area Office Sub Area Office / Industrial Sub Area AUTO SERVICES Truck/frailer Rental Auto Body Repair S S Auto Mechanical Repair S S Quick Lube/Oil Change S S Vehicle Maintenance (Private) S S Vehicle Fueling (Private) WHOLESALE TRADE Warehouse/Storage (Inside) A X Warehouse/Storage (Outside) A S Scrap/Waste Recycling Collection and/or Storage S Gas/Chemical Bulk Storage S Light Manufacturing/Assembly A X Apparel Manufacturing A X Packaging and/or Distribution X Printing, Engraving and related Reproductive Services X Distribution of Books/Other Printed Material X Machine Shop S Welding Shop S Temporary Batching Plant S X3 X3 Temporary Construction Office X3 X3 X3 Temporary Construction Materials Storage X3 X3 X3 Temporary Sales Office S S 76 [Type here] [Type here] [Type here] NOTES: 1. Individual retail occupants (except grocery store and drug store) cannot exceed 25,000 square feet. 2. Including water, sewer, electric, gas, cable, telephone, fiber optic, and other public and private utility distribution and transmission lines. 3. Limited to period of construction. 4. After site plans have been submitted for the first data center in the Office/Industrial Sub-district for review and approval; each successive data center thereafter shall require a SUP. This restriction shall only apply in the Office/Industrial Sub-district. The design and construction of the first data center in the Office/Industrial Sub-district, the exterior finish material requirements and other architectural features contained in the building quality manual only apply to the building facades facing United States Highway 377 and residential properties. 5. Movie studios are exempt from the building quality manual and that such architectural review and approval shall be subject to the town planner. SECTION 2 ACCESSORY USES AND STRUCTURES An accessory use or structure which is customarily incidental to the principal use or structure, and is located on the same lot or tract of land, shall be permitted as an accessory use without being separately listed as a permitted use. Utility shop and storage, warehouse/storage (inside), warehouse/storage (outside), light manufacturing and apparel manufacturing shall only be permitted as accessory uses to a movie studio only. 77 [Type here] [Type here] [Type here] ARTICLE III. DEVELOPMENT STANDARDS SECTION 1 DENSITY Section 1.1 Retail The maximum lot coverage shall be 80%. Section 1.2 Office The maximum lot coverage shall be 80%. Section 1.3 Office/Industrial The maximum lot coverage shall be 70%. SECTION 2 MINIMUM LOT SIZE Section 2.1 Retail The minimum lot size for the retail sub-areas shall be 40,000 square feet. Section 2.2 Office The minimum lot size for the office sub-areas shall be 100,000 square feet. Section 2.3 Office/Industrial The minimum lot size for the office/industrial sub-areas shall be 100,000 square feet. SECTION 3 MINIMUM LOT WIDTH Section 3.1 Retail The minimum lot width for the retail sub-areas shall be 200 feet. Section 3.2 Office The minimum lot width for the office sub-areas shall be 200 feet. Section 3.3 Office/Industrial The minimum lot width for the office/industrial sub-areas shall be 175 feet. SECTION 4 MAXIMUM BUILDING HEIGHT Section 4.1 Retail Except as provided below, the maximum height for all structures within the retail sub- areas shall be 120 feet. Section 4.2 Office Except as provided below, the maximum height for all structures within the office sub- 78 [Type here] [Type here] [Type here] areas shall be 120 feet. Section 4.3 Office/Industrial Except as provided below, the maximum height for all structures within the office/industrial sub-areas shall be 80 feet. Section 4.4 Exceptions to Height Requirements The height limits imposed above shall not apply to (a) chimneys and vent stacks, church spires, elevator shafts, penthouses, cupolas, entry features, skylights, or other architectural features that are not intended for occupancy or storage; (b) flag poles and similar devices; or (c) heating and air conditioning equipment, solar collectors, and similar equipment, fixtures and devices provided such equipment, fixtures, and devices are screened from view with a solid wall that is architecturally consistent with the design of the building to which they are attached. SECTION 5 MINIMUM BUILDING SIZE Section 5.1 Retail The minimum building size within the retail sub-areas shall be 2,000 square feet. Section 5.2 Office The minimum building size within the office sub-areas shall be 3,000 square feet. Section 5.3 Office/Industrial The minimum building size within the office/industrial sub- areas shall be 3,000 square feet. SECTION 6 FRONT YARD SETBACKS Section 6.1 Retail The minimum front yard for the retail sub-areas shall be 50 feet. Section 6.2 Office The minimum front yard for the office sub-areas shall be 50 feet. Section 6.3 Office/Industrial The minimum front yard for the office/industrial sub-areas shall be 75 feet. SECTION 7 REAR YARD SETBACKS Section 7.1 Retail The minimum rear yard for the retail sub-areas shall be 50 feet. Section 7.2 Office 79 [Type here] [Type here] [Type here] The minimum rear yard for the office sub-areas shall be 50 feet. Section 7.3 Office/Industrial The minimum rear yard for the office/industrial sub-areas shall be 50 feet. SECTION 8 SIDE YARD SETBACKS Section 8.1 Retail The minimum side yard for the retail sub-areas shall be 10 feet. Section 8.2 Office The minimum side yard for the office sub-areas shall be 45 feet. Section 8.3 Office Industrial. The minimum side yard for the office/industrial sub-areas shall be 50 feet SECTION 9 BUFFER REQUIREMENTS Section 9.1 Non-Compatible Use Setback A Minimum 150 foot setback required between a single family, detached residential use and non-commercial uses. Section 9.2 Landscape Buffer A landscaped buffer yard required between single family, detached residential use and non-commercial uses. A buffer yard shall consist of berming, trees, shrubs, landscaping, fencing or any combination of these as approved by the Town Council with the site plan approval. 80 Ordinance 1015 Page 1 of 5 TOWN OF WESTLAKE ORDINANCE NO. 1015 AN ORDINANCE OF THE TOWN OF WESTLAKE, TEXAS, APPROVING TEXT AMENDMENTS TO PD, PLANNED DEVELOPMENT DISTRICT NO. 3-8 GENERALLY LOCATED AT THE SOUTHEAST CORNER OF U.S. HIGHWAY 377 AND STATE HIGHWAY 170; PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, On September 14, 1998 the Board of Aldermen of the Town of Westlake, Texas approved Ordinance 307, which approved and adopted the Circle T Ranch Planned Development Zoning District Number 3 (PD3) Supplement providing for various development provisions within the Circle T Ranch; and WHEREAS, on September 14, 1998 the Board of Alderman of the Town of Westlake, Texas and approved Ordinance 314, which created the PD3-8 zoning district and related regulations; and WHEREAS, On December 14, 1998 the Board of Aldermen of the Town of Westlake, Texas approved Ordinance 322, amending the PD3-8 zoning district; and WHEREAS, On June 9, 2003 the Board of Aldermen of the Town of Westlake, Texas approved Ordinance 438, amending the PD3-8 zoning district; and WHEREAS, On April 24, 2008 the Board of Aldermen of the Town of Westlake, approved Ordinance 592. amending the PD3-8 zoning district and creating the PD3-10 zoning district; and WHEREAS, the Planning and Zoning Commission recommended to the Town Council approval of the amendments contained herein, on December 10, 2024. 81 Ordinance 1015 Page 2 of 5 WHEREAS, following provision of proper legal notice, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on January 6, 2025 by the Town Council; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2 015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that the amendments contained herein, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas hereby approves the tex amendments to the PD3-8 zoning district as follows: 1. That an additional note be added to the Permitted Uses Table to read as follows: “After site plans have been submitted for the first data center in the Office/Industrial Sub-district for review and approval; each successive data center thereafter shall require a SUP. This restriction shall only apply in the Office/Industrial Sub-district.”; 2. That, for the design and construction of the first data center in the Office/Industrial Sub-district only, the exterior finish material requirements and other architectural features contained in the building quality manual only apply to the building facades facing United States Highway 377 and residential properties; 82 Ordinance 1015 Page 3 of 5 3. That utility shop and storage, warehouse/storage (inside), warehouse/storage (outside), light manufacturing and apparel manufacturing only permitted as accessory uses to a movie studio only; 4. That a provision be added into the text of PD3-8 exempt movie studios from the building quality manual and that such architectural review and approval shall be subject to that of the town planner; 5. That Section 9 be titled: “BUFFER REQUIREMENTS”; 6. That Section 9.1 be entitled: “Non-Compatible Use Setback”; and 7. That Section 9.2 be entitled: “Landscape Buffer”. SECTION 3: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 4: That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 5: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 6: This ordinance shall take effect immediately from and after its passage as 83 Ordinance 1015 Page 4 of 5 the law in such case provides. PASSED AND APPROVED ON THIS 6th DAY OF JANUARY 2025. __________________________________ Kim Greaves, Mayor ATTEST: ____________________________ Dianna Buchanan, Town Secretary APPROVED AS TO FORM: ____________________________ L. Stanton Lowry, Town Attorney 84 Ordinance 1015 Page 5 of 5 EXHIBITS EXHIBIT “A” — Legal Description of PD 3-8 EXHIBIT “B” — Concept Plan of PD 3-8 EXHIBIT “C” — PD 3-8 Development Standards 85 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:ORD-1016 Agenda Date:1/6/2025 Agenda #:G.1. TOWN STAFF REPORT RECOMMENDATIONS Discuss, consider and act on a request from Pearson 35 Opportunities, LLC to deviate from the required first floor square footage in Westlake Ranch by removing that provision and allowing the building setbacks to govern. STAFF:Jason Alexander, AICP, CEcD, Deputy Town Manager BACKGROUND: Ordinance No.928,adopted by the Town Council on May 24,2021,the PD,Planned Development District standards for Westlake Ranch enable the design and construction of up to 32 detached single-family residences. The provisions within the PD,Planned Development District provide the conventional standards (e.g.,density, lot size,permitted uses,setbacks,height,et cetera)for development.Some of the standards,however,do impose some limitations on the design and construction of houses that may not be responsive to changes in market demand and market preferences. In particular,the provision that the maximum first floor under roof is 7,800 square feet not only limits the ability of the developer (and the builders)to respond and adapt to changes in the marketplace.Further,this restriction stymies architectural creativity and expression that is inherent to the visual aesthetic of Westlake. Accordingly,the request from the developer is not to modify any of the density limitations or lot sizes;rather,it is a request to remove the limitation that the first floor cannot exceed a maximum square footage of 7,800 square feet.This will allow the developer (and the builders)to be more responsive to market preferences and innovative with building design and architecture. DISCUSSION: The request is to modify the provisions of the PD,Planned Development District standards for Westlake Ranch so that the maximum first floor under roof does not exceed 40 percent of the individual lot square footage.The intent of this request is to provide flexibility for the square footage on the first floor.While the proposed development standards work towards that end --- it does not entirely achieve it. Interpreting and administering the standards,it would appear the entirety of Section 2(A)(i)---should be removed.The standard in Section 2(A)(i)requires that the maximum first floor under roof be limited to 7,800 square feet. The combination of the minimum lot sized combined with the minimum unit size,the minimum lot size,and the setbacks will control the footprint of the dwellings in Westlake Ranch. Town of Westlake Printed on 1/3/2025Page 1 of 2 powered by Legistar™86 File #:ORD-1016 Agenda Date:1/6/2025 Agenda #:G.1. Summarily,the lot coverage limitation,as proposed,would only lessen the existing restriction on the area beneath roof on the first floor slightly;eliminating the maximum requirement and allowing the minimum unit size,minimum lot size,and setbacks to control would be better position the developer (and the builders)to respond to market conditions and consumer preferences. As the developer is not amending the concept plan,a public hearing is not required pursuant to the Town of Westlake Code of Ordinances.The request from the developer is only for a text amendment.Excepting the removal of Section 2(A)(i),all other provisions within the PD,Planned Development District for Westlake Ranch would remain as adopted and approved by the Town Council, including the concept plan. FISCAL IMPACT: N/A. DEPARTMENT OF PLANNING AND DEVELOPMENT RECOMMENDATION: The Department of Planning and Development recommends that the applicant’s request be modified,and only reflect the removal of Section 2(A)(i)as provided for in the PD,Planned Development District standards for Westlake Ranch. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission met on December 10,2024,and,with a unanimous vote of (6-0-1), recommended approval of the modification as presented by the Department of Planning and Development ---to remove all of Section 2(A)(i)as provided for in the PD,Planned Development District standards for Westlake Ranch in their entirety. TOWN COUNCIL ACTION / OPTIONS: 1)Motion to approve and adopt Ordinance 1016; 2)Motion to approve with additional conditions (please state additional conditions in motion); 3)Motion to deny; OR 4)Motion to table (must table to a specific date). ATTACHMENT(S): 1)Exhibit A - Proposed redlines from applicant 2) Proposed Ordinance 1016 Town of Westlake Printed on 1/3/2025Page 2 of 2 powered by Legistar™87 88 89 90 91 92 93 94 95 96 97 98 Ordinance 1016 Page 1 of 4 TOWN OF WESTLAKE ORDINANCE NO. 1016 AN ORDINANCE OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A TEXT AMENDMENT TO ORDINANCE 882 AND ORDINANCE 928 WHICH PROVIDES THE DEVELOPMENT STANDARDS FOR THE PLANNED DEVELOPMENT DISTRICT 7 FOR WESTLAKE RANCH; PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, on May 20, 2019, the Town Council approved Ordinance 882 establishing the 37.798 acre Planned Development District 7 for Westlake Ranch; and WHEREAS, the property owner of a 34.798 acre portion of the development proposed amendments to Ordinance 882 in order to approve an amended concept/development plan specific to the 34.798 acre portion owned by said owner and to alter certain development conditions; and WHEREAS, the property owner proposed amendments to the development standards for Planned Development District 7 for Westlake Ranch that were approved by the Town Council on May 24, 2021 in Ordinance 928; and WHEREAS, the Planning and Zoning Commission recommended to the Town Council approval of the text amendment contained herein, on December 10, 2024. WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and 99 Ordinance 1016 Page 2 of 4 WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that the amendments contained herein, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas hereby approves the text amendment to the PD, Planned Development District 7 as follows: 1. That the provisions in Section 2(A)(i) in the PD, Planned Development District standards for Westlake Ranch be removed in its entirety. SECTION 3: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 4: That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 5: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, 100 Ordinance 1016 Page 3 of 4 such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 6th DAY OF JANUARY 2025. __________________________________ Kim Greaves, Mayor ATTEST: ____________________________ Dianna Buchanan, Town Secretary APPROVED AS TO FORM: ____________________________ L. Stanton Lowry, Town Attorney 101 Ordinance 1016 Page 4 of 4 EXHIBITS EXHIBIT “A” — Legal Description of PD 3-8 EXHIBIT “B” — Concept Plan of PD 3-8 EXHIBIT “C” — PD 3-8 Development Standards 102 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:25-13 Agenda Date:1/6/2025 Agenda #:G.2. TOWN STAFF REPORT RECOMMENDATIONS Discuss, consider and act on a request from Fox Brothers Holdings, LLC to deviate from permitted roofing materials in Entrada for a site known as Entrada Block M1, also known as La Cima de Entrada, which contains 18 townhomes generally located on the southeast corner of Girona Drive and Arta Drive. STAFF:Jason Alexander, AICP, CEcD, Deputy Town Manager BACKGROUND: The development standards for Entrada, as adopted by Ordinance No. 703 (i.e., “Zoning”), and as amended by subsequent ordinances, and Ordinance No. 760 (i.e., “Design Guidelines”), are intended to work cohesively and coherently to deliver a visually harmonious and aesthetically pleasing mixed-use development within the center of the Town of Westlake. In particular, the development standards contained in the Design Guidelines are generally derived from architectural and urban design vernacular common to towns and villages in Spain. This is also reinforced vis-à- vis a distinct palette of exterior finish materials for building walls, roofs, openings, and attachments that are primarily indigenous to Spain and other European nations bordering the Mediterranean Sea. The palette of exterior finish material primarily includes cast stone, stone, stucco, and authentic clay roof tiles; and brick, wood, and other materials are either to be limited in use or only contemplated for architectural merit. Fox Brothers Holdings, LLC (the “Developer”), is requesting a deviation from the roofing material requirements as contained in the Design Guidelines. Specifically, the Developer is requesting a deviation --- for their project only --- that would allow the use of a concrete tile roof (clay tile roof is required per the Design Guidelines) and one-piece mission barrel tile system (two-piece mission barrel tile system is required). The Developer also intends to match the colors provided on the existing structures in Entrada. Although the site plan --- and the buildings --- conform to the rules and regulations in the Design Guidelines, the requested deviation from those standards for roofing materials and designs require a recommendation from Town of Westlake Printed on 1/3/2025Page 1 of 2 powered by Legistar™103 File #:25-13 Agenda Date:1/6/2025 Agenda #:G.2. the Planning and Zoning Commission and approval by the Town Council. DISCUSSION: The Design Guidelines --- as provided --- are derived from traditional elements of architecture and urban design found in Spain. The Developer has provided a deviation letter outlining the reasons for the request. Per the provisions contained in the Zoning and in the Design Guidelines, the request to deviate from the Design Guidelines requires a recommendation from the Planning and Zoning Commission and approval by the Town Council. FISCAL IMPACT: N/A. DEPARTMENT OF PLANNING AND DEVELOPMENT RECOMMENDATION: N/A. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission met on December 10, 2024, and, with a unanimous vote of (6-0-1), recommended approval of the request to deviate from the roofing material standards contained in the Entrada Design Guidelines. TOWN COUNCIL ACTION / OPTIONS: 1)Motion to approve; 2)Motion to approve with additional conditions (please state additional conditions in motion); 3)Motion to deny; OR 4)Motion to table (must table to a specific date). ATTACHMENT(S): 1.Exhibit A - Deviation Letter from Applicant 2.Exhibit B - Approved Site Plan Set Town of Westlake Printed on 1/3/2025Page 2 of 2 powered by Legistar™104 BRNS Design, LLC | 1301 Solana Blvd. Building 5, Suite 5200, Westlake, TX 76262 | 817.410.2767 105 BRNS Design, LLC | 1120 N Kimball Ave. Suite 120, Southlake, TX 76092 | 817.410.2767 106 PRODUCT IMAGERY 107 TEXAS CONCRETE ROOF TILE COLLECTIONS 108 Our TexasLegacy. Serving the Great State of Texas Since 1974 We have proudly served the Texas market for over 50 years. Texas is home to legacy employees who have shaped the way we do business today. Our strong culture and commitment define the quality behind every tile. 21109 Why Tile? Asphalt Shingle 139 ° attic temperature Concrete Tile 94° attic temperature Temperatures measured in simulated attics using identical heat sources simulating sun’s radiation to compare Newpoint™ Cool Roof System to common asphalt shingle roof system. NATURAL PROTECTION Attic temperatures measured using identical heat sources simulating the sun’s radiation comparing Newpoint™ Cool Roof System to a common asphalt shingle installation. The result is less heat in the attic and lower energy bills. 3 443110 HAIL TESTING In the Class 4 hail test, 2 inch ice balls are shot at 104 feet per second (approx. 70 mph), to develop the intended kinetic energy. This test is the most rigorous test using the largest ice balls, impacting the product specimen 4-6 times.Hail Rated. HAIL RATED CONCRETE TILE ROOFS MAY PROVIDE INSURANCE REDUCTIONS Newpoint™ has a complete offering of Class 3 and Class 4 Impact concrete tile, the highest hail performance certification recognized in the industry. You may qualify for an insurance reduction when choosing one of Newpoint’s hail certified roof tiles. EASY TO REPAIR Unlike many other roofing materials, tile can be replaced individually without replacing the entire roof. The hail testing at Intertek's laboratory in Dallas, Texas under test protocol for FM 4473. 5 66111 Material Matters. VALUE MATTERS Westlake Royal Roofing Solutions™ stands behind the quality of our roof tile with a Fully Transferable, Non-Prorated Limited Lifetime Warranty. BEAUTY MATTERS Our Newpoint™ concrete tiles have texture and substance, creating a true multidimensional look for your roof. Their natural colorways harmonize easily with other exterior building elements. DURABILITY MATTERS Newpoint™ concrete tile gains strength over time, and usually meets building structure and wind rating code requirements. Tile will last 3.75 times longer than an asphalt shingle roof. SUSTAINABILITY MATTERS Newpoint™ roof tile is locally made and sourced in Texas since 1974. 7 8112 Color Matters. As the market leader, we strive to enhance the curb appeal of your home. We continuously develop new colors to harmonize with the shifting architectural trends in Texas. We take pride in the color quality and blending we provide. 9 10113 Newpoint™ concrete roof tile easily harmonizes with all 3 dominant architectural styles. Characterized by a preference for clean lines, open concepts, decoration, ample light sources, large windows, and lack of round forms. Prefers the clean lines of contemporary architecture, but draws heavily on details and styles from traditional architecture. American adaptations of regional home styles from other time periods or areas of the world. Often mixed references. TRADITIONAL TRANSITIONAL CONTEMPORARY STYLES 11 RA N C H PR A I R I E MI S S I O N R E V I V A L CO N T E M P O R A R Y F A R M H O U S E CO T T A G E CR A F T S M A N SP A N I S H C O L O N I A L FO U R S Q U A R E NE W T R A D I T I O N A L FR E N C H C H A T E A U MO D E R N NE W B A R N H O U S E CO N T E M P O R A R Y MI D C E N T U R Y M O D E R N 11 12114 HIGH PROFILE COLLECTIONS Concrete Tejas España Designed to reflect the classic style and distinctiveness of Spanish architecture. P. 17 Barcelona Impact This modern interpretation of old world Spanish design creates a distinctive mission tile appearance. Designed to withstand severe weather conditions. Class 4 Hail Rated. P. 22 Tejas España | Mission RedTejas España | Chestnut Burnt Tejas España | Brazos Blend Tejas España | Casa Grande Blend 1413115 The printed colors shown in this brochure may vary from actual available tile colors. Always use actual product samples for color selection. Tejas España Continental Seville 1TEWS0030 CRRC Rated Product - 0942-0111 Ref: .31 / Emi: .90 / SRI: 33 / Aged SRI: 33 Newport Sun 1TECS6953 CRRC Rated Product - 0942-0021 Ref: .25 / Emi: .93 / SRI: 26 Aged SRI: 27 New Clay 1TECS6931 CRRC Rated Product - 0942-0049 Ref: .29 / Emi: .89 / SRI: 29 / Aged SRI: 33 Terra Cotta 1TECS6100 Tejas España | Custom Blend: Desert Sage, Sandstorm, Chestnut Burnt 3 HAIL RATED CL ASS CRRC Rated Product - 0942-0093 Ref: .34 / Emi: .89 / SRI: 37 / Aged SRI: 36 Brazos Blend 1TEWS6217 Clay Mexican Blend 1TECS6050 17 18116 The printed colors shown in this brochure may vary from actual available tile colors. Always use actual product samples for color selection. CRRC Rated Product - 0942-0020 Ref: .19 / Emi: .91 / SRI: 20 / Aged SRI: 25 Marbled Terra Cotta 1TECS6129 Marbled Canyon Red 1TECS7164 CRRC Rated Product - 0942-0014 Ref: .23 / Emi: .91 / SRI: 23 / Aged SRI: 24 Casa Grande Blend 1TECS6169 CRRC Rated Product - 0942-0072 Ref: .17 / Emi: .91 / SRI: 15 / Aged SRI: 16 Charcoal Blend 1TECS1430 CRRC Rated Product - 0942-0012 Ref: .17 / Emi: .93 / SRI: 17 / Aged SRI: 22 Salerno Clay 1TECS6330 Lexington Blend 1TECS6190 Green Grey Blend 1TECS4507 Dark Bordeaux 1TECS7944 CRRC Rated Product - 0942-0005 Ref: .18 / Emi: .91 / SRI: 17 / Aged SRI: 19 Charcoal Brown Blend 1TECS1132 Mission Red 1TECS7027 Tejas España Sandstorm 1TECS0026 Desert Sage 1TECS0024 CRRC Rated Product - 0942-0022 Ref: .27 / Emi: .93 / SRI: 29 / Aged SRI: 28 Chestnut Burnt 1TECS3242 3 HAIL RATED CL ASS Tejas España | Casa Grande Blend 2019117 The printed colors shown in this brochure may vary from actual available tile colors. Always use actual product samples for color selection. Terra Cotta 45%; Sandstorm 20%; Chestnut Burnt 15% Continental Seville 10%; Desert Sage 10% Custom Blend 1 Sandstorm 40%; Terra Cotta 20% Casa Grande Blend 20%; Chestnut Burnt 20% Custom Blend 3 New Clay 30%; Sandstorm 30% Desert Sage 30%; Green Grey Blend 10% Custom Blend 2 Marbled Canyon Red 50%; Casa Grande Blend 50% Custom Blend 6 Dark Bordeaux 60%; Chestnut Burnt 40% Custom Blend 8 Continental Seville 60%; Terra Cotta 20% Casa Grande Blend 20% Custom Blend 7 Sandstorm 33%; Desert Sage 33% Chestnut Burnt 33% Custom Blend 5 Terra Cotta 25%; Marbled Terra Cotta 25% Marbled Canyon Red 25%; Casa Grande Blend 25% Custom Blend 4 NOTE: Custom blends are sold as individual colors and must be blended on the roof by the installer. When ordering Tejas España Custom Blend colors each color must be ordered in half or full pallets. CUSTOM BLENDS Tejas España 3 HAIL RATED CLASS Barcelona Impact Lexington Blend 1BITS6190 CRRC Rated Product - 0942-0012 Ref: .17 / Emi: .93 / SRI: 17 / Aged SRI: 22 Salerno Clay 1BITS6330 Barcelona Impact | Salerno Clay 21 22118 Hot air is released through the ridge Hot air rises and is vented off the roof Air enters through vented eave riser Energy Savings Every Year Reduction in heating and cooling costs† 22% ++++ 1 2 2 4 3 5 your roof tile? Newpoint™ Cool Roof System † Steep-slope Assembly Testing of Clay and Concrete Tile with and without Cool Pigmented Colors, Oak Ridge National Laboratory, 2005. Results vary based on profile of tile installed, location, weather and other factors. 4 513 Vented RidgeElevated Batten System® 3 Vented Eave Riser Have you considered what is underneath For more information, please visit our website WestlakeRoyalRoofing.com@ Westlake Royal TileSeal™ UnderlaymentNewpoint™ Concrete Tile 33 34119 TEJAS ESPA ÑA Size Height Coverage Installed Weight / Square Pieces / Pallet Squares / Pallet Weight / Pallet Approvals Capri Trim Capri Hip Starter 16-1/2" x 13" 3-5/8" At 3" minimum headlap, 87 field tiles will cover approx. 100 square feet of roof area. Approx: 900 lbs.254 2.92 Approx: 2,935 lbs. Class 3 Hail Rated FM 4473 1CTCS/1CTWS 1CHCS/1CHWS BARCELONA IMPACT Size Height Coverage Installed Weight / Square Pieces / Pallet Squares / Pallet Weight / Pallet Approvals Capri Trim Capri Hip Starter 16-1/2" x 13"3-5/8" At 3" minimum headlap, 89 field tiles will cover approx. 100 square feet of roof area. Approx: 1,030 lbs.244 2.75 Approx: 3,140 lbs. Class 4 Hail Rated FM 4473 1CTCS 1CHCS SAXONY ® COUNTRY SLATE Size Height Coverage Installed Weight / Square Pieces / Pallet Squares / Pallet Weight / Pallet Approvals 90 Rake 3-Sided Ridge 3-Sided Hip Starter 16-1/2" x 13"1-1/8" At 3" minimum headlap, 92 field tiles will cover approx. 100 square feet of roof area. Approx: 1,030 lbs.262 2.85 Approx: 3,155 lbs. Class 3 Hail Rated FM 4473 1R9CS 1R3CS 1FHCS SAXONY ® COUNTRY SLATE IMPACT Size Height Coverage Installed Weight / Square Pieces / Pallet Squares / Pallet Weight / Pallet Approvals 90 Rake 3-Sided Ridge 3-Sided Hip Starter 16-1/2" x 13"1-1/8" At 3" minimum headlap, 92 field tiles will cover approx. 100 square feet of roof area. Approx: 1,080 lbs.252 2.74 Approx: 3,366 lbs. Class 4 Hail Rated FM 4473 1R9CS 1R3CS 1FHCS SAXONY ® SHAKE Size Height Coverage Installed Weight / Square Pieces / Pallet Squares / Pallet Weight / Pallet Approvals 90 Rake 3-Sided Ridge 3-Sided Hip Starter 16-1/2" x 13"1" At 3" minimum headlap, 92 field tiles will cover approx. 100 square feet of roof area. Approx: 1,030 lbs.256 2.78 Approx: 3,050 lbs. Class 3 Hail Rated FM 4473 1R9CL 1R3CL 1FHCL SAXONY ® COUNTRY SPLIT SHAKE Size Height Coverage Installed Weight / Square Pieces / Pallet Squares / Pallet Weight / Pallet Approvals 90 Rake 3-Sided Ridge 3-Sided Hip Starter 16-1/2" x 13"1-1/2" At 3" minimum headlap, 92 field tiles will cover approx. 100 square feet of roof area. Approx: 1,030 lbs.256 2.78 Approx: 3,050 lbs. Class 3 Hail Rated FM 4473 1R9CB 1R3CB 1FHCB MADERA 900 Size Height Coverage Installed Weight / Square Pieces / Pallet Squares / Pallet Weight / Pallet Approvals 90 Rake V-Ridge Tapered Eave Starter 13-1/2" x 13"7/8" At 3-1/2" minimum headlap, 120 field tiles will cover approx. 100 square feet of roof area. Approx: 950 lbs.360 3 Approx: 3,010 lbs. Class 3 Hail Rated FM 4473 19CCL 1VCCL 1CECL Specifications Finishing Touches 35 36120 Code Approval: Some approvals are regional and only apply to locally produced products; please contact Newpoint™ before transporting product across state lines. Specifically, products used in the Miami Dade County region of Florida require special testing and recognition. All tiles have systems that are Class A fire rated. Disclaimer: The printed colors shown in this brochure may vary from actual available tile colors. Before making a final selection, be sure to review actual tile samples and roof installations. Please contact your local sales office for further assistance. Inadvertent errors in this publication are subject to change without notice. No performance guarantee is offered or implied beyond that expressly indicated. Efflorescence is a temporary surface condition which is common to all concrete products. The process is caused by the chemical nature of cement. This reaction can appear as an overall chalky white bloom (a softening of color) or in more concentrated patches. It is difficult to predict how long the effects of efflorescence will last. It depends on the type and amount of deposit as well as local weather conditions. The action of carbon dioxide and rainwater will gradually remove the deposit, in most cases, leaving the original color of the roof intact without further efflorescence occurring. It is superficial and in no way affects the quality or functional properties of the tile. Installation: According to the Tile Roofing Institute loading guidelines, “To achieve a pleasant, random blend of color for your job, care should be taken upon loading to mix the tiles.” (Source: 2015 Concrete and Clay Roof Tile Installation Manual). Please consult the Tile Roofing Institute (TRI) Installation guides for application recommendations. Cover: Saxony ® Country Slate | Shadow Grey - 75%; Charcoal Blend - 15%; Cobblestone - 10% WestlakeRoyalRoofing.com - Imagine the Possibilities. Tejas España Tile Mortar Brazos Blend Terra Cotta Casa Grande Blend Casa Grande Charcoal Blend Charcoal Charcoal Brown Blend Desert Sage Chestnut Burnt Chestnut Burnt Clay Mexican Blend Sandstorm Continental Seville Desert Sage Dark Bordeaux Dark Bordeaux Desert Sage Desert Sage Green Grey Blend Charcoal Lexington Blend Casa Grande Marbled Canyon Red Marbled Canyon Red Marbled Terra Cotta Terra Cotta Mission Red Mission Red New Clay Terra Cotta Newport Sun Terra Cotta Salerno Clay Sandstorm Sandstorm Sandstorm Terra Cotta Terra Cotta Barcelona Impact Tile Mortar Charcoal Brown Blend Desert Sage Lexington Blend Casa Grande Salerno Clay Sandstorm Saxony® Country Slate Tile Mortar Charcoal Blend Charcoal Charcoal Brown Blend Desert Sage Chestnut Burnt Chestnut Burnt Dark Bordeaux Dark Bordeaux Impressionist Chestnut Burnt Patina Green Desert Sage Shadow Grey Charcoal Terra Cotta 2000 Terra Cotta Tiger Eye Chestnut Burnt Weathered Griege Desert Sage Wolf Grey Chestnut Burnt Saxony® Country Split Shake Tile Mortar Berkus Green Charcoal Cobblestone Charcoal Weathered Shake Chestnut Burnt Suggested Tile Mortar ™ Colors Saxony® Country Slate Impact Tile Mortar Charcoal Blend Charcoal Shadow Grey Charcoal Tiger Eye Chestnut Burnt Wolf Grey Chestnut Burnt Saxony® Shake Tile Mortar Shadow Grey Burnt Charcoal Weathered Shake Chestnut Burnt NOTE: Color samples shown may vary from actual colors. Always use actual product samples for color selection. * For product warranty details, please visit Newpoint Concrete Product Warranty on our website. The warranties found there are the sole warranties applicable to Newpoint™ roofing products. Visualize Picture your new roof with Newpoint™ Concrete Roof Tile Inspiration house photo gallery on our website. Design your home with your dream roof by using our Dream Home Visualizer. Upload your house image or use gallery images and the tool will auto-generate a rendering which you can use to try out different products in the design phase. Order Product Samples directly through the tool. Order A Sample Deciding on the perfect roof can be overwhelming. So, instead of wondering what color or style will work, order a sample and take the guesswork out of your decision. It’s just another way Newpoint™ Concrete Roof Tile makes it easy to buy with confidence. Architectural Tools Our complete suite of architectural tools, including Arcat 3-Part Specs and CAD/BIM drawings, are available for download directly from our website. Online Ordering Manage your orders through myWestlakeRoyal, a simple online tool to track product orders in real time, all from the convenience of your computer, tablet or smartphone. Sign-up for e-mail alerts to notify you of your order status. Limited Lifetime Warranty* As a brand you can trust, Newpoint™ Concrete Roof Tile offers one of the most comprehensive, fully transferable roofing warranties available on the market today. Follow Us On Social Media See what everyone loves about Newpoint™ Concrete Roof Tile and get inspired on: Facebook, LinkedIn, YouTube, HOUZZ, Pinterest and Instagram. 37 38 Charcoal Chestnut Burnt Dark Bordeaux Marbled Canyon Red Mission Red Sandstorm Casa Grande Desert Sage Terra Cotta Tile Mortar Color Samples 121 ABOUT WESTLAKE ROYAL ROOFING SOLUTIONS™ Westlake Royal Roofing Solutions™ is the combination of DaVinci® Roofscapes and the former Boral North America roofing product lines. The company is a recognized, national leader in durable and sustainable clay, composite, concrete, and steel roof systems and components. The company’s offerings include US Tile® products, a legacy line of premium, stunning clay tile solutions manufactured to the highest standard of sustainability and craftsmanship: DaVinci® Roofscapes, beautiful and durable composite slate and shake roofing tiles; Newpoint™ Concrete Tile Roofing, the enduring line of concrete tile known for its superior strength, Class A fire rating and long-lasting beauty: Unified Steel™ Stone Coated Roofing, the ultra-lightweight roofing system which benefits from the structural strength of steel; and Westlake Royal™ Roofing Components, a full line of integrated roof components designed to deliver a higher standard of roof installation and performance. ABOUT ABOUT WESTLAKE ROYAL BUILDING PRODUCTS™ Westlake Royal Building Products USA Inc., a Westlake company (NYSE:WLK), is a leader throughout North America in the innovation, design, and production of a broad and diverse range of exterior and interior building products, including Siding and Accessories, Trim and Mouldings, Roofing, Stone, Windows and Outdoor Living. For more than 50 years, Westlake Royal Building Products has manufactured high quality, low maintenance products to meet the specifications and needs of building professionals, homeowners, architects, engineers and distributors, while providing stunning curb appeal with an unmatched array of colors, styles, and accessories. For more information, please visit WestlakeRoyalBuildingProducts.com. Follow us on LinkedIn, Instagram and “Like” us on Facebook. Sales Offices Phoenix, ARIZONA Corona, CALIFORNIA Lathrop, CALIFORNIA Stockton, CALIFORNIA Rialto, CALIFORNIA Denver, COLORADO Pompano Beach, FLORIDA Corporate Office Westlake Royal Building Products 2801 Post Oak, Suite 600 Houston, Texas 77056 Customer Service Ph: 800.669.TILE (8453) Website WestlakeRoyalRoofing.com Lake Wales, FLORIDA Okeechobee, FLORIDA Kapolei, HAWAII Henderson, NEVADA Fort Worth, TEXAS Katy, TEXAS © 2 0 2 3 W R R S L L C - M L 8 1 5 - 1 0 / 2 3 122 PRODUCT SPECIFICATION 123 07321-1 SECTION 07321 (07 32 16) CONCRETE ROOF TILE Display hidden notes to specifier. (Don't know how? Click Here) Copyright 2005 - 2023 ARCAT, Inc. - All rights reserved. ** NOTE TO SPECIFIER ** Westlake Royal Roofing Solutions; Newpoint Concrete Roofing Tiles’ standard weight and light weight concrete roof tile. This section is based on the products of Westlake Royal Roofing Solutions, which is located at: 2801 Post Oak, Suite 600 Houston, TX 77056 Toll free: 800-658-8004 Email: request info Web: westlakeroyalroofing.com [Click Here] for additional information. Westlake Royal Roofing was formed in 1997 as a joint venture between long-time industry leaders Monier Inc. and Westlake Royal Lifetile Inc. Monier was founded in 1965 and Lifetile in 1962. The company is the largest manufacturer of premium-quality roof tile in the United States. Newpoint Concrete Roof Tiles offers a broad selection of Concrete Roof Tile and Roof System Components for both new construction and reroof. Westlake Royal Roofing is committed to providing our customers with a tile roof, not just roof tile. The underlying foundation for a tile roof is just as vital as the tile that completes it. Our goal is to provide an optimal roof installation by offering tile and component products that make such an installation possible. When used together, Westlake Royal Roofing roof tile and Westlake Roayl Roof System Components can provide a long-lasting and better performing tile roof. For tile profiles (shapes), the specifier should review the manufacturer's literature or website. Colors should be verified based on the plant where the tile will be made. PART 1 GENERAL 1.1 SECTION INCLUDES ** NOTE TO SPECIFIER ** Delete items below not required for project. A. Concrete roof tiles. B. Roof System Components: 1. Underlayment. 2. Roof flashing materials 3. Related roof accessories. 1.2 RELATED SECTIONS ** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required. A. Section 06100 - Rough Carpentry; Roof sheathing and nailers. B. Section 07600 - Flashing and Sheet Metal. 124 07321-2 C. Section 07710 - Roof Specialties; Roof gutters and downspouts. D. Section 08600 - Skylights. E. Division 15 - Mechanical: Mechanical work projecting through roof. F. Division 16: - Electrical: Electrical work projecting through roof. 1.3 REFERENCES ** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section. A. IAPMO ES Report - 412 for Westlake Royal Roofing Solutions’ Newpoint Concrete Roof Tiles. B. IAPMO UES ER-2015 - TRI Concrete and Clay Roof Tile Installation Manual. C. Tile Roofing Institute (TRI) - Concrete and Clay Design Criteria for Cold and Snow Regions. D. FRSA/TRI Florida High Wind Tile Installation Manual, Revised 6th Edition, 2020. E. ICC AC 180 - Acceptance Criteria for Clay and Concrete Roof Tiles. F. Florida Building Codes, Product Approval - FL7849, FL14317, FL7804. G. CAN/CSA-A220. Series-06 - Concrete Roof Tiles. H. ICC AC 188 for Underlayments. I. AC 48 for Underlayments in severe climates. J. AC 148 for Wakaflex flashing and ridge venting products. K. Leadership in Energy and Environmental Design (LEED). L. California Title 24 Energy Efficient Standards. M. Cool Roof Rating Council (CRRC). 1.4 DESIGN REQUIREMENTS ** NOTE TO SPECIFIER ** Roof tile materials and installation conforms to International Building Code, International Residential Code for One- and Two-Family Dwelling Code and the Florida Building Code. A. Roofing tile materials and installation shall conform to the requirements of IAPMO UER-412. ** NOTE TO SPECIFIER ** The following paragraph applies to NewPoint Concrete Roof Tile products as listed. Edit as required for the project conditions and the tile specified in Part 2 of this specification. Delete the listing and products that are not applicable. Consult with manufacturer for additional information if required. B. Roofing tile materials and installation shall conform to the requirements of Miami Dade County Notice of Acceptance (NOA) as follows: 1. NOA 21-0420.06 – Barcelona 900 Concrete Roof Tile. 2. NOA 21-0712.03 – Villa 900 Concrete Roof Tile. 3. NOA 19-1021.05 – Tejas Espana Concrete Roof Tile. 4. NOA 19-1002.14 – Villa Concrete Roof Tile. 5. NOA 12-0308.24 – Mission S Concrete Roof Tile. 6. NOA 19-1021.04 – Espana Concrete Roof Tile. 7. NOA 21-0420.03 – Saxony 900 Lake Wales (Shake, Slate, Split Shake) Concrete 125 07321-3 Roof Tile. 8. NOA 21-0420.04 – Saxony 900 Okeechobee Concrete Roof Tile. 9. NOA 18-0502.03 – TileSeal. 10. NOA 21-0604.02 – Wakaflex Flashing. 11. NOA 19-1021.10 – Madera Concrete Roof Tile. C. Roofing tile materials and installation shall conform to the requirements of the State of Florida Product Approvals as follows: 1. FL 7849. 2. FL 14317. 3. FL 7804. D. Roofing tile materials and installation shall conform to the SBCCI Standard for Hurricane Resistant Residential Construction, SSTD10-99, the International Building Code for One- and Two-Family Dwelling Code and the Florida Building Code 2017. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Shop Drawings: Indicate metal flashing profiles, joint locations, fastening locations, and installation details. Indicate tile layout with location of cut and special shaped tiles identified. ** NOTE TO SPECIFIER ** Delete selection samples if colors have already been selected in the specification. D. Selection Samples: For each finish product specified, two complete sets of tile colors representing manufacturer's full range of available colors and patterns. E. Verification Samples: For each finish product specified, two full size samples representing actual product, color, and patterns. F. Certificates of Compliance: Submit to certify compliance with referenced standards. ** NOTE TO SPECIFIER ** Retain the next article only if project is to be LEED Certified. LEED CERTIFICATION G. LEED Submittals: Provide a roofing system that will achieve or aid in the qualification of points satisfying. 1. Sustainable Site credit 7.2 - Heat Island Effect - Roof. 2. Materials and Resources credit 5 - Local and Regional Materials. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Minimum five years documented experience producing concrete roof tile and member of Tile Roof Industry Alliance. B. Installer Qualifications: Minimum five years documented experience installing products specified in this section. ** NOTE TO SPECIFIER ** Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of work on the project. C. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and 126 07321-4 application workmanship. 1. Finish areas designated by Architect. 2. Mock-up shall be a minimum of a 10-foot (3.05 m) by 10-foot (3.05 m) area and include the edge, ridge, valley, and other typical transition conditions anticipated. 3. Do not proceed with remaining work until installation workmanship and appearance is approved by Architect. ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs. 4. Mock-up may not remain as part of Work. 5. Accepted mock-up may remain as part of Work. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Deliver products to project site in manufacturer's unopened pallets, labeled with data indicating compliance with specified requirements. C. Maintain dry storage area for products of this section until installation of products. 1.8 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. B. Do not overload the roof. Distribute stacks of tile uniformly on roof at not greater than 12 inches (305 mm) in height. 1.9 WARRANTY A. Roof Tile: Westlake Royal Roofing Solutions’ Newpoint Concrete Roof Tiles’ Limited Lifetime, Fully Transferable, Non-Prorated Product Warranty against defects in roof tile for the life of the structure. ** NOTE TO SPECIFIER ** Include the following if required for project. Verify that the installer will offer this warrantee in the location of the project. Delete if not required. B. Installation Warranty: Warrants products of this section, as installed, to be in accord with the Contract Documents and free from faults and defects in materials and workmanship for a period of 3 years after completion. ** NOTE TO SPECIFIER ** Include the following if required for project. Delete if not required. 1.10 EXTRA MATERIALS A. Provide an additional 1 percent of installed roof tiles, but not less than one full square, for Owner's use in roof maintenance. B. Furnish extra materials packaged with protective covering for storage and identified with labels clearly describing contents. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Westlake Royal Roofing LLC which is located at: 2801 Post Oak, Suite 600, Houston, TX 77056; Toll free: 800-658-8004; Web: westlakeroyalroofing.com. ** NOTE TO SPECIFIER ** Select paragraphs representing the manufacturing and distribution center for the product specified and delete the others. Note that each plant manufactures a different selection of 127 07321-5 profiles and colors and although any profile/color is available anywhere in the U.S., appropriate shipping costs will apply. Refer to tile profiles for plants in the region of the project’s location. B. Westlake Royal Roofing Solutions’ NewPoint Concrete Roof Tile’s Manufacturing and Distribution Facility: 1. Arizona Region: a. Phoenix Plant, 1832 S. 51st Avenue, Phoenix, AZ 85043. Tel: 603-269-2288, Toll Free: 800-845-9921. 2. Florida, Southeast, Northeast Regions: a. Pompano Beach Plant, 1369 Hammondville Road, Pompano Beach, FL 33069. Tel: 954-786-5380, Toll Free: 800-818-0974. b. Lake Wales Plant, 200 Story Road, Lake Wales, FL 33853. (P.O. Box 632, Lake Wales, FL 33859-0632), Tel: 863-678-9405, Toll Free: 800-282-3633. c. Okeechobee, FL 1289 NE 9th Ave, Okeechobee, FL 34972 Tel: (863) 467- 0042 3. Hawaii Region: a. Hawaii, Hawaii Docks, Lathrop Plant, 342 Roth Road, Lathrop, CA 95330. Tel: 209-983-1600. Tel: 800-669-8453. 4. Northern California and Pacific Northwest Regions: a. Lathrop Plant, 342 Roth Road, Lathrop, CA 95330. Tel: 209-983-1600. Tel: 800-669-8453. b. Stockton Plant, 9508 South Harlan, French Camp, CA 95231, Mailing: PO Box 6037, Stockton, CA 95206. Tel: 209-982-1473. Tel: 800-669-8453. 5. Rocky Mountain and Heartland Regions: a. Denver Plant, 10121 Dallas Street, Henderson, CO 80640. Tel: 303-286-3856. 6. Southern California Region: a. Rialto Plant: 3511 North Riverside Avenue, Rialto, CA 92377. Tel: 909-822- 4407. Tel: 800-769-8453. 7. Southern Nevada Region: a. Henderson Plant, 430 Eastgate, Henderson, NV 95020. Tel: 702-564-8453, Toll Free: 800-224-3560. 8. Texas Region: a. Katy Plant, 30595 FM 529, Brookside, TX 77434. Tel: 281-371-2634, Toll Free: 866-204-8426. ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs: coordinate with requirements of Division 1 section on product options and substitutions. C. Substitutions: Not permitted. D. Requests for substitutions will be considered in accordance with provisions of Section 01600. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represent the Manufacturing and Distribution locations for each Westlake Royal Roofing Region. Select the Region(s) representing the project location and delete those that are not applicable. Edit the products listed to suit the project requirements. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represents the products available in Westlake Royal Roofing's Arizona Region, Phoenix Plant, 1832 S. 51st Avenue, Phoenix, AZ 85043. Tel: 603-269-2288 and 800-845-9921. Select the Weight and the Profile required and delete those not required. 2.2 CONCRETE ROOF TILE - ARIZONA ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. A. Standard Weight Tile: Mission "S" profile. 128 07321-6 1. Finishing Tile: Provide Mansard Trim, Hip Starter and Mansard Apex 3-Way tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 90 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1030 lbs. (467 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Boosted Barcelona profile. ** NOTE TO SPECIFIER ** Boosted Barcelona is an application of Barcelona which, when added to Barcelona field tile, creates the appearance of a mortar-boosted tile. 1. Size: 13-1/2 inches (343 mm) by 6-1/2 inches (165 mm), nominal. 2. Coverage: 10 percent application, 20 percent application, 30 percent application. 3. Installed weight per square including field tile: 10 percent, 945 lbs. (429 kg), 20 percent, 990 lbs. (449 kg), 30 percent, 1,050 lbs. (476 kg). 4. Color: As selected by the Architect. C. Standard Weight Tile: Saxony Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 88 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. D. Standard Weight Tile: Saxony Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 88 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Saxony Country Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 88 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. F. Standard Weight Tile: Madera 900 profile. 1. Finishing Tile: Provide Rake, Hip/Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Midweight tiles weigh less than 900 lbs./square and are not recommended for use in areas with severe winter weather. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. G. Midweight Tile: Madera 700 profile. 1. Finishing Tile: Provide Rake, Hip/Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Lightweight tiles weigh no more than 600 lbs./square and are not 129 07321-7 recommended for use in areas with severe winter weather. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. H. Lightweight Tile: Cedarlite 600 profile. 1. Finishing Tile: Provide Rake, Hip/Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. I. Lightweight Tile: Duralite Espana 600 profile. 1. Finishing Tile: Provide Capri Trim, Capri Hip Starter and Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 12-3/8 inches (314 mm), nominal. 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following 4 paragraphs are available from Westlake Royal Roofing's Southern California Rialto Plant. J. Lightweight Tile: Duralite Villa 600 profile. 1. Finishing Tile: Provide Capri Trim, Capri Hip Starter and Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 580 lbs. (263 kg). 5. Color: As selected by the Architect. K. Lightweight Tile: Duralite Saxony 600 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (258 kg). 5. Color: As selected by the Architect. L. Lightweight Tile: Duralite Saxony 600 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 or 4-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (258 kg). 5. Color: As selected by the Architect. M. Lightweight Tile: Duralite Saxony 600 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (258 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.3 ROOF SYSTEM COMPONENTS - ARIZONA ** NOTE TO SPECIFIER ** Select the required underlayment from the following paragraphs and delete 130 07321-8 paragraphs not relevant to this project. A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. 2. GatorSeal Granular Heavy Duty Self-Adhering Underlayment. 3. Westlake Royal TileSeal 40 Underlayment. 4. Westlake Royal Ply40 Underlayment. 5. Westlake Royal ORG Ply40 Underlayment. 6. SwiftGuard Engineered Synthetic Underlayment. B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. C. Flashings: 1. Tile Pan, 26-gauge Galvanized Sheet Steel side wall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls, and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1-inch minimum Center Diverter, 26-gauge, Galvanized Sheet Steel. 5. Plumbing Stacks and Other Pipes Penetrating Roofs. ** NOTE TO SPECIFIER ** Select adhesive if required, delete if not required. D. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. E. Eave Closures: 1. Vented Eave Riser - Metal to match tile profile. 2. Eave Riser - Metal to match tile profile. F. Battens: ** NOTE TO SPECIFIER ** Select battens required from the following paragraphs and delete those not required, 1. Elevated Batten System 1 inch (25 mm) x 2 inches (51 mm) x 8 ft (2.44 m). 2. Elevated Batten System 1 inch (25 mm) x 3 inches (76 mm) x 8 ft (2.44 m). 3. Elevated Batten System 1 inch (25 mm) x 2 inches (51 mm) x 4 ft (1.22 m). 4. FirePro Elevated Batten System 1 inch (25 mm) x 3 inches (76 mm) x 4 ft (1.22 m). Fire Retardant Treated. 5. FirePro Elevated Batten System 1 inch (25 mm) x 2 inches (51 mm) x 4 ft (1.22 m). Fire Retardant Treated. 6. Batten Extenders 10 inches (254 mm) for use with standard battens at tile pans. 7. Batten Extenders 18 inches (457 mm) for use with standard battens at valleys. G. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block for all profiles. 2. Zephyr Roll: Ridge vent and weather block flat tiles, 11 inches by 33 feet (279 mm by 10 M). 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 mm by 10 M). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll. 131 07321-9 H. Rake and Gable End: Rake and Ridge tiles. Choose to match tile profile and color. I. Field Venting: Select to match profile of concrete roof tile. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represents the products available in Westlake Royal Roofing's Florida Region; Pompano Beach Plant, 1369 Hammondville Road, Pompano Beach, FL 33069. Tel: 954-786-5380 and 800-818-0974; Lake Wales Plant, 200 Story Road, Lake Wales, FL 33853. (P.O. Box 632, Lake Wales, FL 33859-0632), Tel: 863-678-9405 and 800-282-3633, and Okeechobee. Select the Weight and the Profile required and delete those not required. 2.4 CONCRETE ROOF TILE - FLORIDA, SOUTHEAST, NORTHEAST ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, be sure to indicate where each is to be used on the Drawings or the Specifications. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Lake Wales Plant. A. Standard Weight Tile: Barcelona 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Boosted Barcelona profile. ** NOTE TO SPECIFIER ** Boosted Barcelona is an application of Barcelona which, when added to Barcelona field tile, creates the appearance of a mortar-boosted tile. 1. Size: 13-1/2 inches (343 mm) by 6-1/2 inches (165 mm), nominal. 2. Coverage: 10 percent application, 20 percent application, 30 percent application. 3. Installed weight per square including field tile: 10 percent, 945 lbs. (429 kg), 20 percent 990 lbs. (449 kg), 30 percent, 1,050 lbs. (476 kg). 4. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tiles in the following 5 paragraphs are available from Westlake Royal Roofing's Lake Wales Plant. C. Standard Weight Tile: Villa 900 profile. 1. Finishing Tile: Provide Rake, Ridge, Capri Trim, Hip Starter and Capri Apex 3-Way. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 920 lbs. (418 kg). 5. Color: As selected by the Architect. D. Standard Weight Tile: Saxony 900 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3- or 4-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (432 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Saxony 900 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3- or 4-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (432 kg). 132 07321-10 5. Color: As selected by the Architect. F. Standard Weight Tile: Saxony 900 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3- or 4-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (432 kg). 5. Color: As selected by the Architect. G. Standard Weight Tile: Westlake Royal Roofing's Madera 900 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 950 lbs. (432 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Okeechobee Plant. 2.5 CONCRETE ROOF TILE - FLORIDA, SOUTHEAST, NORTHEAST (Okeechobee) A. Standard Weight Tile: Galena Spanish profile. 1. Finishing Tile: Provide Barrel, Rake Trim tiles. 2. Size: 17 inches (432 mm) by 10 inches (254 mm), nominal. 3. Coverage: 111 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 877 lbs. (398 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Plantation profile. 1. Finishing Tile: Provide V-Ridge, Rake tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 91 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 974 lbs. (442 kg). 5. Color: As selected by the Architect. C. Standard Weight Tile: Estate "S" profile. 1. Finishing Tile: Provide Barrel and Rake trim. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 91 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed weight per square including field tile: 828 lbs. (376 kg). 5. Color: As selected by the Architect. D. Standard Weight Tile: Bermuda profile. 1. Finishing Tile: Provide V-Ridge, Rake and Thick Butt tile. 2. Size: 16 inches (406 mm) by 10 inches (254 mm), nominal. 3. Coverage: 123 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1255 lbs. (569 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Saxony 900 Series profiles. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3- or 4-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 950 lbs. (432 kg). 5. Color: As selected by the Architect. 133 07321-11 ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items, which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.6 ROOF SYSTEM COMPONENTS - FLORIDA, SOUTHEAST, NORTHEAST ** NOTE TO SPECIFIER ** Select the required underlayment from the following paragraphs and delete paragraphs not relevant to this project. A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. 2. Citadel Plus Base Sheet. B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. 1. Quik Drive Screws, Roofing Specific. ** NOTE TO SPECIFIER ** Select to match profile of chosen concrete roof tile. Contact Westlake Royal Roofing for storm clip recommendations. C. Wind Clips: 1. Zip-Clip Adjustable Tile Clip. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. D. Flashings: 1. Ribbed Tile Pan, 26-gauge Galvanized Sheet Steel sidewall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls, and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1 inch Center Diverter, 26-gauge, Galvanized Sheet Steel. 5. Plumbing Stacks and Other Pipes Penetrating. E. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. F. Eave Closures: Provide to match tile profile. 1. Vented Eave Riser - Metal. 2. Eave Riser - Metal. G. Battens: 1. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 8 feet (2.44 m). H. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block for all profiles. 2. Zephyr Roll: Ridge vent and weather block flat tiles, 11 inches by 33 feet (279 mm by 10 M). 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 mm by 10 M). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll. 5. Trim Lock Hip and Ridge Metal. Choose size to match tile profile. I. Ridge, Rake and Gable End Tiles: 1. Choose to match tile profile and color. 134 07321-12 J. Field Venting: 1. Select to match profile of concrete roof tile. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represents the products available in Westlake Royal Roofing's Hawaii Region: Hawaii, Hawaii Docks, Tacoma Plant, 10920 Steele Street Lakewood WA 98499. Tel: 800-699-8453. Select the Weight and the Profile required and delete those not required. 2.7 CONCRETE ROOF TILE - HAWAII ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. A. Standard Weight Tile: Barcelona 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Approximately 930 lbs. (422 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Villa 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles as needed. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 90 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (409 kg). 5. Color: As selected by the Architect. C. Standard Weight Tile: Saxony 900 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (413 kg). 5. Color: As selected by the Architect. D. Standard Weight Tile: Saxony 900 Hartford Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (413 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Saxony 900 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (413 kg). 5. Color: As selected by the Architect. F. Standard Weight Tile: Madera 900 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles as needed. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 950 lbs. (432 kg). 5. Color: As selected by the Architect. 135 07321-13 ** NOTE TO SPECIFIER ** Lightweight tiles weigh no more than 600 lbs./square and are not recommended for use in areas with severe winter weather. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. G. Lightweight Tile: Cedarlite 600 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles as needed. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. H. Lightweight Tile: Duralite Espana 600 profile. 1. Finishing Tile: Provide Capri Trim, Capri Hip Starter and Apex 3-Way tiles as needed. 2. Size: 17 inches (432 mm) by 12-3/8 inches (314 mm), nominal. 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. I. Lightweight Tile: Duralite Villa profile. 1. Finishing Tile: Provide 600 Capri Trim, Hip Starter Capri, and Apex 3-Way tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 600 lbs. (272 kg). 5. Color: As selected by the Architect. J. Lightweight Tile: Duralite Saxony 600 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3y tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (258 kg). 5. Color: As selected by the Architect. K. Lightweight Tile: Duralite Saxony 600 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 579 lbs. (263 kg). 5. Color: As selected by the Architect. L. Lightweight Tile: Duralite Saxony 600 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (259 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Midweight tiles weigh less than 900 lbs./square and are not recommended for use in areas with severe winter weather. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. M. Midweight Tile: Duralite Saxony 700 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 136 07321-14 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. N. Midweight Tile: Duralite Saxony 700 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. O. Midweight Tile: Duralite Saxony 700 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.8 ROOF SYSTEM COMPONENTS - HAWAII A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. ** NOTE TO SPECIFIER ** Select to match profile of chosen concrete roof tile. Contact Westlake Royal Roofing for storm clip recommendations. C. Wind Clips: 1. Zip-Clip, Adjustable Tile Clip. 2. Wind Clips, stainless steel. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. D. Flashings: 1. Ribbed Tile Pan, 26-gauge Galvanized Sheet Steel side wall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls, and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1 inch Center Diverter, 26-gauge, Galvanized Sheet Steel. 5. Plumbing Stacks and Other Pipes Penetrating Roof: Wakaflex Pipe Flashing. ** NOTE TO SPECIFIER ** Select adhesive if required, delete if not required. E. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. F. Eave Closures: Provide to match tile profile. 1. Vented Eave Riser - Metal. 137 07321-15 2. Eave Riser - Metal. G. Battens: 1. Elevated Batten System: a. Nominal 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). Pressure Treated. b. Nominal 1 inch (25 mm) by 3 inches (76.2 mm). Pressure Treated. H. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block for all profiles. 2. Zephyr Roll: Ridge vent and weather block flat tiles, 11 inches by 33 feet (279 mm by 10 M). 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 mm by 10 M). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll. 5. Trim Lock Hip and Ridge Metal. Choose size to match tile profile. I. Ridge, Rake and Gable End Tiles: 1. Choose to match tile profile and color. J. Field Venting: 1. Select to match profile of concrete roof tile. ** NOTE TO SPECIFIER ** The following paragraph represents the standard weight tile, lightweight tile and accessory materials available Westlake Royal Roofing's Northern California Region, Lathrop Plant, 642 Roth Road, Lathrop, CA 95330. Tel: 209-983-1600 and 800-669-8453; Stockton Plant, 9508 South Harlan, French Camp, CA 95231, (Mailing: PO Box 6037, Stockton, CA 95206) Tel: 209-982-1473 and 800-669-8453. Select the Weight and the Profile of the Concrete Roof Tile and the Accessory Materials required for the project and delete those not required. 2.9 CONCRETE ROOF TILE - NORTHERN CALIFORNIA AND PACIFIC NORTHWEST ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Plant. A. Standard Weight Tile: Barcelona 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 930 lbs. (422 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Boosted Barcelona profile. ** NOTE TO SPECIFIER ** Boosted Barcelona is an application of Barcelona which, when added to Barcelona field tile, creates the appearance of a mortar-boosted tile. 1. Size: 13-1/2 inches (343 mm) by 7 inches (178 mm), nominal. 2. Coverage: 10 percent application, 20 percent application, 30 percent application. 3. Installed weight per square including field tile: 10 percent application, 945 lbs. (429 kg), 20 percent application, 990 lbs. (449 kg), 30 percent application, 1,050 lbs. (476 kg). 4. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal 138 07321-16 Roofing's Northern California Plant. C. Standard Weight Tile: Villa 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 930 lbs. (423 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Stockton Plant. D. Standard Weight Tile: Saxony 900 Hartford Slate profile. 1. Finishing Tile: Provide manufacturer's 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (414 kg). 5. Color: Natural Marble, Classics Finish. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Stockton Plant. E. Standard Weight Tile: Saxony 900 Slate profile. 1. Finishing Tile: Provide manufacturer's 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (414 kg). 5. Color: Natural Marble, Classics Finish. ** NOTE TO SPECIFIER ** Tile in the following paragraph is available from Westlake Royal Roofing's Northern California Lathrop Plant. F. Standard Weight Tile: Saxony 900 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (414kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Stockton Plant. G. Standard Weight Tile: Saxony 900 Split Old English Thatch profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 91 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 980 lbs. (445 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Stockton Plant. H. Standard Weight Tile: Madera 900 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 139 07321-17 4. Installed Weight: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Lightweight tiles weigh no more than 600 lbs./square and are not recommended for use in areas with severe winter weather. Refer to the Manufacturer's map for locations where Lightweight products are recommended. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Stockton Plant. I. Lightweight Tile: Cedarlite 600 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Stockton Plant. J. Lightweight Tile: Duralite Espana 600 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter Capri, and Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 12-3/8 inches (314 mm), nominal. 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following paragraph is available from Westlake Royal Roofing's Northern California Lathrop Plant. K. Lightweight Tile: Duralite 600 Villa profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter Capri, and Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 600 lbs. (272 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** The tile in the following 3 paragraphs are available from Westlake Royal Roofing's Northern California Stockton Plant. L. Lightweight Tile: Duralite Saxony 600 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (259 kg). 5. Color: As selected by the Architect. M. Lightweight Tile: Duralite Saxony 600 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (259 kg). 5. Color: As selected by the Architect. N. Lightweight Tile: Duralite Saxony 600 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 or 4-Way tiles as needed. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 140 07321-18 4. Installed Weight: Approximately 570 lbs. (259 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Midweight tiles weigh less than 900 lbs./square and are not recommended for use in areas with severe winter weather. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. O. Midweight Tile: Duralite Saxony 700 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. P. Midweight Tile: Duralite Saxony 700 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 2. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 3. Installed Weight: Approximately 720 lbs. (327 kg). 4. Color: As selected by the Architect. Q. Midweight Tile: Duralite Saxony 700 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.10 ROOF SYSTEM COMPONENTS - NORTHERN CALIFORNIA PACIFIC NORTHWEST ** NOTE TO SPECIFIER ** Select the required underlayment from the following paragraphs and delete paragraphs not relevant to this project. A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. 2. GatorSeal Granular Heavy Duty Self-Adhering Underlayment 3. Westlake Royal TileSeal 40 Underlayment. 4. Westlake Royal Ply40 Underlayment. 5. Westlake Royal ORG Ply40 Underlayment. 6. SwiftGuard Engineered Synthetic Underlayment B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. 1. Quik Drive Screws, Roofing Specific. ** NOTE TO SPECIFIER ** Select to match profile of chosen concrete roof tile. Contact Westlake Royal Roofing for storm clip recommendations. C. Wind Clips: 1. Zip-Clip, Adjustable Tile Clip. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. 141 07321-19 D. Flashings: 1. Ribbed Tile Pan, 26-gauge Galvanized Sheet Steel side wall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1 inch Center Diverter, 26-gauge, Galvanized Sheet Steel. 5. Plumbing Stacks and Other Pipes Penetrating Roof: Wakaflex Pipe Flashing. ** NOTE TO SPECIFIER ** Select adhesive if required, delete if not required. E. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. Eave closures apply to Standard Weight Westlake Royal Roofing Madera and Lightweight Cedarlite tile only; delete if not required. F. Eave Closures: 1. Vented Eave Riser - Metal. 2. Eave Riser - Metal. 3. Eave Closure "T" - Metal. G. Battens: ** NOTE TO SPECIFIER ** Select battens required from the following paragraphs and delete those not required, 1. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 8 feet (2.44 m). Pressure treated. 2. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 8 feet (2.44 m). 3. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 8 feet (2.44 m). 4. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 4 feet (1.22 m). 5. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). 6. FirePro Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 4 feet (1.22 m). Fire Retardant Treated. 7. FirePro Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). Fire Retardant Treated 8. Batten Extenders 18 inches (457 mm) for use with standard battens. 9. Batten Extenders 10 inches (254 mm) for use with standard battens. H. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block, for all profiles. 2. Zephyr Roll: Ridge vent and weather block, 11 inches by 33 feet (279 by 10 m). For flat tiles. 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 by 10 m). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll. I. Ridge, Rake and Gable End Tiles: 1. Choose to match tile profile and color. ** NOTE TO SPECIFIER ** The following two paragraphs apply to Standard Weight Westlake Royal Roofing Madera and Lightweight Cedarlite tile only. 2. Metal Rake Trim. 3. Gable End Rubber Wedges. J. Field Venting: Select to match profile of concrete roof tile. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represents the products available in Westlake Royal Roofing's Rocky Mountain Region, Denver Plant, 142 07321-20 10121 Dallas Street, Henderson, CO 80640. Tel: 303-286-3856. Select the Weight and the Profile required and delete those not required. 2.11 CONCRETE ROOF TILE - ROCKY MOUNTAIN, HEARTLAND ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, be sure to indicate where each is to be used on the Drawings or the Specifications. A. Standard Weight Tile: Barcelona 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 12-3/8 inches (314 mm), nominal. 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (408 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Boosted Barcelona 900 profile. ** NOTE TO SPECIFIER ** Boosted Barcelona is an application of Barcelona which, when added to Barcelona field tile, creates the appearance of a mortar-boosted tile. 1. Size: 13-1/2 inches (343 mm) by 6-1/2 inches (165 mm), nominal. 2. Coverage: 10 percent application, 20 percent application, 30 percent application. 3. Installed Weight per Square Including Field Tile: 10 percent application, 945 lbs. (429 kg), 20 percent application, 990 lbs. (449 kg), 30 percent application, 1,050 lbs. (476 kg). 4. Color: As selected by the Architect. C. Standard Weight Tile: Villa 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (408 kg). 5. Color: As selected by the Architect. D. Standard Weight Tile: Saxony Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 960 lbs. (436 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Saxony Slate Impact profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1000 lbs. (454 kg). 5. Color: As selected by the Architect. F. Standard Weight Tile: Saxony Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 960 lbs. (435 kg). 5. Color: As selected by the Architect. 143 07321-21 G. Standard Weight Tile: Saxony Split Old English Thatch profile. 1. Finishing Tile: Provide Ridge Angled, Rake Angled, and Hip Starter Angled tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 88 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 960 lbs. (435 kg). 5. Color: As selected by the Architect. H. Standard Weight Tile: Madera 900 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items, which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.12 ROOF SYSTEM COMPONENTS - ROCKY MOUNTAIN, HEARTLAND ** NOTE TO SPECIFIER ** Select the required underlayment from the following paragraphs and delete paragraphs not relevant to this project. A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. 2. Westlake Royal Ply 40 Underlayment. 3. Westlake Royal ORG Ply40 Underlayment. 4. SwiftGuard Engineered Synthetic Underlayment B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. ** NOTE TO SPECIFIER ** Select to match profile of chosen concrete roof tile. Contact Westlake Royal Roofing for storm clip recommendations. C. Wind Clips: 1. Zip-Clip, Adjustable Tile Clip. 2. Wind Clips, galvanized. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. D. Flashings: 1. Ribbed Tile Pan, 26-gauge Galvanized Sheet Steel side wall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls, and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1 inch Center Diverter, 26-gauge, Galvanized Sheet Steel. 5. Plumbing Stacks and Other Pipes Penetrating Roof: Wakaflex Pipe Flashing. ** NOTE TO SPECIFIER ** Select adhesive if required, delete if not required. E. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. F. Eave Closures: 1. Vented Eave Riser - Metal. 2. Eave Riser - Metal. 144 07321-22 G. Battens: ** NOTE TO SPECIFIER ** Select battens required from the following paragraphs and delete those not required, 1. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 8 feet (2.44 m). 2. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 8 feet (2.44 m). 3. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). 4. FirePro Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 4 feet (1.22 m). Fire Retardant Treated. 5. FirePro Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). Fire Retardant Treated. 6. Batten Extenders 10 inches (254 mm) for use with standard battens at tile pans. 7. Batten Extenders 18 inches (457 mm) for use with standard battens at valleys. H. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block for all profiles. 2. Zephyr Roll: Ridge vent and weather block flat tiles, 11 inches by 33 feet (279 mm by 10 M). 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 mm by 10 M). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll I. Ridge, Rake and Gable End Tiles: 1. Choose to match tile profile and color. J. Field Venting: Select to match profile of concrete roof tile. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represents the products available in Westlake Royal Roofing's Southern California Region, Rialto Plant. Select the Weight and Profile of the Concrete Roof Tile and the Accessory Materials required for the project and delete those not required. 2.13 CONCRETE ROOF TILE - SOUTHERN CALIFORNIA ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, be sure to indicate where each is to be used on the Drawings or the Specifications. A. Standard Weight Tile: Barcelona 900 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3 tiles. 2. Size: 17 inches (432 mm) by 12-3/8 inches (314 mm), nominal. 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (408 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Boosted Barcelona 900 profile. ** NOTE TO SPECIFIER ** Boosted Barcelona is an application of Barcelona which, when added to Barcelona field tile, creates the appearance of a mortar-boosted tile. 1. Size: 13-1/2 inches (343 mm) by 6-1/2 inches (165 mm), nominal. 2. Coverage: 10 percent application, 20 percent application, 30 percent application. 3. Installed Weight per Square Including Field Tile: 10 percent application, 945 lbs. (429 kg), 20 percent application, 990 lbs. (449 kg), 30 percent application, 1,050 lbs. (476 kg). 4. Color: As selected by the Architect. C. Standard Weight Tile: Villa 900 profile. 145 07321-23 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (408 kg). 5. Color: As selected by the Architect. D. Standard Weight Tile: Saxony 900 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 930 lbs. (422 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Saxony 900 Hartford Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 930 lbs. (422 kg). 5. Color: As selected by the Architect. F. Standard Weight Tile: Saxony 900 Country Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 or 4-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 930 lbs. (422 kg). 5. Color: As selected by the Architect. G. Standard Weight Tile: Saxony 900 Split Old English Thatch profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 930 lbs. (422 kg). 5. Color: As selected by the Architect. H. Standard Weight Tile: Saxony 900 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 930 lbs. (422 kg). 5. Color: As selected by the Architect. I. Standard Weight Tile: Madera 900 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Lightweight tiles weigh no more than 600 lbs./square and are not recommended for use in areas with severe winter weather. Delete all but one of the following tile profiles. If more than one is required, indicate where each is to be used on the Drawings or Specifications. J. Lightweight Tile: Cedarlite 600 profile. 146 07321-24 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. K. Lightweight Tile: Duralite Espana 600 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter Capri, and Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 12-3/8 inches (314 mm), nominal. 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 590 lbs. (268 kg). 5. Color: As selected by the Architect. L. Lightweight Tile: Duralite Villa 600 profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter Capri, and Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 580 lbs. (263 kg). 5. Color: As selected by the Architect. M. Lightweight Tile: Duralite Saxony 600 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (259 kg). 5. Color: As selected by the Architect. N. Lightweight Tile: Duralite Saxony 600 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (259 kg). 5. Color: As selected by the Architect. O. Lightweight Tile: Duralite Saxony 600 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 570 lbs. (259 kg). 5. Color: As selected by the Architect. P. Lightweight Tile: Duralite Saxony 700 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. Q. Lightweight Tile: Duralite Saxony 700 Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 147 07321-25 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. R. Lightweight Tile: Duralite Saxony 700 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 720 lbs. (327 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.14 ROOF SYSTEM COMPONENTS - SOUTHERN CALIFORNIA ** NOTE TO SPECIFIER ** Select the required underlayment from the following paragraphs and delete paragraphs not relevant to this project. A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. 2. Westlake Royal TileSeal 50 HT Self-Adhering Underlayment. 3. Westlake Royal Ply 40 Underlayment. 4. Westlake Royal ORG Ply40 Underlayment. 5. SwiftGuard Engineered Synthetic Underlayment B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. 1. Quik Drive Screws, Roofing Specific. ** NOTE TO SPECIFIER ** Select to match profile of chosen concrete roof tile. Contact Westlake Royal Roofing for storm clip recommendations. C. Wind Clips: 1. Zip-Clip, Adjustable Tile Clip. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. D. Flashings: 1. Ribbed Tile Pan, 26-gauge Galvanized Sheet Steel side wall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls, and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1 inch Center Diverter, 26-gauge, Galvanized Sheet Steel. 5. Plumbing Stacks and Other Pipes Penetrating Roof: Wakaflex Pipe Flashing. ** NOTE TO SPECIFIER ** Select adhesive if required, delete if not required. E. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. Eave Closures apply to Standard Weight Westlake Royal Roofing Madera and Lightweight Cedarlite tile only; delete if not required. F. Eave Closures: Provide to match tile profile. 1. Vented Eave Riser - Metal. 2. Eave Riser - Metal. 3. Eave Closure "T" - Metal. 148 07321-26 G. Battens: ** NOTE TO SPECIFIER ** Select battens required from the following paragraphs and delete those not required, 1. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 8 feet (2.44 m) pressure treated. 2. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 8 feet (2.44 m). 3. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 8 feet (2.44 m). 4. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 4 feet (1.22 m). Fire Retardant Treated. 5. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). Fire Retardant Treated 6. FirePro Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 4 feet (1.22 m). Fire Retardant Treated. 7. FirePro Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). Fire Retardant Treated. 8. Batten Extenders 18 inches (457 mm) for use with standard battens. H. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block for all profiles. 2. Zephyr Roll: Ridge vent and weather block flat tiles, 11 inches by 33 feet (279 mm by 10 M). 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 mm by 10 M). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll. I. Ridge, Rake and Gable End Tiles: 1. Choose to match tile profile and color. ** NOTE TO SPECIFIER ** The following two paragraphs apply to Standard Weight Westlake Royal Roofing Madera, Cedarlite and Saxony tiles only. 2. Metal Rake Trim. 3. Gable End Rubber Wedges. J. Field Venting: Select to match profile of concrete roof tile. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represents the products available in Westlake Royal Roofing's Southern Nevada Region, Henderson Plant. Select the Weight and the Profile required and delete those not required. 2.15 CONCRETE ROOF TILE - SOUTHERN NEVADA ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, be sure to indicate where each is to be used on the Drawings or Specifications. A. Standard Weight Tile: Barcelona profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (408 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Boosted Barcelona profile. ** NOTE TO SPECIFIER ** Boosted Barcelona is an application of Barcelona which, when added to Barcelona field tile, creates the appearance of a mortar-boosted tile. 1. Size: 13-1/2 inches (343 mm) by 6-1/2 inches (165 mm), nominal. 149 07321-27 2. Coverage: 10 percent application, 20 percent application, 30 percent application. 3. Installed Weight per Square Including Field Tile: 10 percent application, 945 lbs. (429 kg), 20 percent application, 990 lbs (449 kg), 30 percent application, 1,050 lbs. (476 kg). 4. Color: As selected by the Architect. C. Standard Weight Tile: Saxony 900 Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (413 kg). 5. Color: As selected by the Architect. D. Standard Weight Tile: Saxony 900 Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 17 inches (432 mm) by 13 inches (330 mm), nominal. 3. Coverage: 85 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 910 lbs. (414 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Madera 900 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight: Approximately 950 lbs. (431 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items, which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.16 ROOF SYSTEM COMPONENTS - SOUTHERN NEVADA A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. 2. Westlake Royal Ply 40 Underlayment. 3. Westlake Royal ORG Ply40 Underlayment. 4. SwiftGuard Engineered Synthetic Underlayment B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. ** NOTE TO SPECIFIER ** Select to match profile of chosen concrete roof tile. C. Wind Clips: 1. Wind Clips, Galvanized. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. D. Flashings: 1. Ribbed Tile Pan, 26-gauge Galvanized Sheet Steel side wall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls, and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1 inch Center Diverter, 26-gauge, Galvanized Sheet Steel. 150 07321-28 5. Plumbing Stacks and Other Pipes Penetrating Roof: Wakaflex Pipe Flashing. ** NOTE TO SPECIFIER ** Select adhesive if required, delete if not required. E. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. Eave Closures apply to Standard Weight Westlake Royal Roofing Madera tile only; delete if not required. F. Eave Closures: Provide to match tile profile. 1. Vented Eave Riser - Metal. 2. Eave Riser - Metal. G. Battens: 1. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 8 feet (2.44 m). 2. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 8 feet (2.44 m). 3. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). 4. FirePro Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 4 feet (1.22 m). Fire Retardant Treated. 5. FirePro Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). Fire Retardant Treated. 6. Batten Extenders 10 inches (254 mm) for use with standard battens at tile pans. 7. Batten Extenders 18 inches (457 mm) for use with standard battens at valleys. H. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block for all profiles. 2. Zephyr Roll: Ridge vent and weather block flat tiles, 11 inches by 33 feet (279 mm by 10 M). 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 mm by 10 M). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll. I. Ridge, Rake and Gable End Tiles: 1. Choose to match tile profile and color. J. Field Venting: Select to match profile of concrete roof tile. ** NOTE TO SPECIFIER ** The following Concrete Roof Tile and Roof System Components paragraphs represents the products available in Westlake Royal Roofing's Texas Region, Katy Plant. Select the Weight and the Profile required and delete those not required. 2.17 CONCRETE ROOF TILE - TEXAS ** NOTE TO SPECIFIER ** Standard weight tiles weigh 900 lbs./square or more. Delete all but one of the following tile profiles. If more than one is required, be sure to indicate where each is to be used on the Drawings or Specifications. A. Standard Weight Tile: Tejas Espana profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 87 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (408 kg). 5. Color: As selected by the Architect. B. Standard Weight Tile: Barcelona Impact profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3-Way tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 151 07321-29 3. Coverage: 89 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1030 lbs. (467 kg). 5. Color: As selected by the Architect. C. Standard Weight Tile: Boosted Barcelona profile. ** NOTE TO SPECIFIER ** Boosted Barcelona is an application of Barcelona which, when added to Barcelona field tile, creates the appearance of a mortar-boosted tile. 1. Size: 13-1/2 inches (343 mm) by 6-1/2 inches (165 mm), nominal. 2. Coverage: 10 percent application, 20 percent application, 30 percent application. 3. Installed Weight per Square Including Field Tile: 10 percent application, 945 lbs. (429 kg), 20 percent application, 990 lbs. (449 kg), 30 percent application, 1,050 lbs. (476 kg). 4. Color: As selected by the Architect. D. Standard Weight Tile: Villa profile. 1. Finishing Tile: Provide Capri Trim, Hip Starter and Capri Apex 3 tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 90 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 900 lbs. (408 kg). 5. Color: As selected by the Architect. E. Standard Weight Tile: Saxony Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 92 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1030 lbs. (467 kg). 5. Color: As selected by the Architect. F. Standard Weight Tile: Saxony Country Slate profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 92 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1030 lbs. (467 kg). 5. Color: As selected by the Architect. G. Standard Weight Tile: Saxony Country Slate Impact profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3 tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 92 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1080 lbs. (490 kg). 5. Color: As selected by the Architect. H. Standard Weight Tile: Saxony Country Split Shake profile. 1. Finishing Tile: Provide 90-degree Rake, 3-Sided Ridge, 3-Sided Hip Starter and Apex 3y tiles. 2. Size: 16-1/2 inches (419 mm) by 13 inches (330 mm), nominal. 3. Coverage: 92 field tiles per 100 square feet (9.29 sq m) of roof area. 4. Installed Weight per Square: Approximately 1030 lbs. (467 kg). 5. Color: As selected by the Architect. I. Standard Weight Tile: Madera 900 profile. 1. Finishing Tile: Provide Rake, V Ridge and Tapered Eave Starter tiles. 2. Size: 13-1/2 inches (343 mm) by 13 inches (330 mm), nominal. 3. Coverage: 120 field tiles per 100 square feet (9.29 sq m) of roof area. 152 07321-30 4. Installed Weight: Approximately 935 lbs. (424 kg). 5. Color: As selected by the Architect. ** NOTE TO SPECIFIER ** Westlake Royal Roofing offers a complete line of Roof System Components that are recommended to ensure an optimal roof installation. Select the Accessory Material items, which are appropriate for the project and the system selected. Consult with the manufacturer for additional information on Roof System Components. 2.18 ROOF SYSTEM COMPONENTS - TEXAS ** NOTE TO SPECIFIER ** Select the required underlayment from the following paragraphs and delete paragraphs not relevant to this project. A. Underlayment: 1. Westlake Royal TileSeal HT Self-Adhering Underlayment. 2. Westlake Royal TileSeal 50 HT Self-Adhering Underlayment. 3. GatorSeal Granular Heavy Duty Self-Adhering Underlayment. 4. Westlake Royal Ply40 Underlayment. 5. Westlake Royal ORG Ply40 Underlayment. 6. SwiftGuard Engineered Synthetic Underlayment. B. Fasteners: Sized to penetrate deck minimum 3/4 inch (19 mm) or through thickness of deck or batten. 1. Quik Drive Screws, Roofing Specific. ** NOTE TO SPECIFIER ** Select to match profile of chosen concrete roof tile. Contact Westlake Royal Roofing for storm clip recommendations. C. Wind Clips: 1. Zip-Clip, Adjustable Tile Clip. 2. Wind Clips, Galvanized. ** NOTE TO SPECIFIER ** Select the required flashing material from the following paragraphs and delete those not required. Coordinate with flashing specified in other sections of the specification. D. Flashings: 1. Ribbed Tile Pan, 26-gauge Galvanized Sheet Steel side wall flashing. 2. Wakaflex universal flashing for abutments at chimneys, walls and other rising structures. 3. Terminal Bar metal flashing for chimneys and other roof to wall structures. 4. Ribbed Valley Metal 1 inch Center Diverter, 26-gauge, Galvanized Sheet Steel. 5. Plumbing Stacks and Other Pipes Penetrating Roof: Wakaflex Pipe Flashing. ** NOTE TO SPECIFIER ** Select adhesive if required, delete if not required. E. Adhesive: Code approved adhesive suitable to bond to concrete roof tile. ** NOTE TO SPECIFIER ** Select the eave closure required from the following paragraphs and delete those not required. The first two paragraphs apply to Standard Weight Westlake Royal Roofing Madera and Lightweight Cedarlite tile only; delete if not required. F. Eave Closures: Provide to match tile profile. 1. Vented Eave Riser - Metal. 2. Eave Riser - Metal. 3. Eave Closure "T" - Metal. For flat tiles only. G. Battens: ** NOTE TO SPECIFIER ** Select battens required from the following paragraphs and delete those not required, 1. Elevated Batten System 1 inch (25 mm) by 3 inches (76 mm) by 8 feet (2.44 m). 2. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 8 feet (2.44 m). 153 07321-31 3. Elevated Batten System 1 inch (25 mm) by 2 inches (51 mm) by 4 feet (1.22 m). 4. Batten Extenders 18 inches (457 mm) for use with standard battens. H. Hip and Ridge: ** NOTE TO SPECIFIER ** Select to match profile of concrete roof tile. 1. Figaroll Plus: Ridge vent and weather block for all profiles. 2. Zephyr Roll: Ridge vent and weather block flat tiles, 11 inches by 33 feet (279 mm by 10 M). 3. Zephyr Roll: Ridge vent and weather block, 13.4 inches by 33 feet (340 mm by 10 M). For medium and high-profile tiles. 4. Ridge Riser: Elevates ridge board to proper height. For all profiles. For use with Figaroll Plus or Zephyr Roll. I. Ridge, Rake and Gable End Tiles: 1. Choose to match tile profile and color. ** NOTE TO SPECIFIER ** The following paragraph apply to Standard Weight Westlake Royal Roofing Madera and Lightweight Cedarlite tile only. 2. Gable End Rubber Wedges. J. Field Venting: Select to match profile of concrete roof tile. PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. Verify surfaces are uniform, smooth, clean, and dry. C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result under the project conditions. 3.3 INSTALLATION - GENERAL ** NOTE TO SPECIFIER ** Select paragraphs applicable to project and region of installation and delete the paragraphs that are not applicable. A. Install in accordance with manufacturer's instructions and the following: 1. IAPMO UES ER-2015 - TRI Concrete and Clay Roof Tile Installation Manual - 2015 (TRI Installation Manual). TRI/WSRCA Standard Installation Guides for Concrete and Clay Roof Tile in Cold Weather Applications. 2. FRSA/TRI Concrete and Clay Roof Tile Installation Manual Sixth Edition (For Florida Applications). 3. CAN/CSA-A220.1-Series-06 - Concrete Roof Tiles. 3.4 UNDERLAYMENT APPLICATION: A. Underlayment: Install in accordance with the manufacturer's instructions and TRI Installation Manual. B. Install ridge vents; follow vent manufacturer's installation recommendations and TRI 154 07321-32 Installation Manual. 3.5 FLASHING INSTALLATION A. Install flashings to shed water and prevent water penetration under tiles. B. Valleys: Install preformed metal flashing over underlayment. 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. C. Side Wall Flashing: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. D. Counter Flashing: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. ** NOTE TO SPECIFIER ** Select one of the following two paragraphs and delete the paragraph not required. Select the first paragraph when using standard wood battens fastened directly to the roof deck. Delete the paragraph not required. E. Install batten extenders to support tile over flashing. F. Install tiles so as not to inhibit water flow on flashings. G. Head and Apron Flashing: 1. Follow vent manufacturer's installation recommendations. 2. Follow TRI Installation Manual. ** NOTE TO SPECIFIER ** For self-curbing or prefabricated skylights, refer to skylight manufacturer's installation instructions. H. Flashing at Curb Mounted Skylights and Other Items: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. I. Flashing at Plumbing Stacks, Pipes, Turbines, Vents, etc.: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. 3. Apply color coordinated paint to all exposed metal flashings. J. Coatings: Apply color coordinated paint to all exposed metal flashings. 3.6 BATTEN INSTALLATION ** NOTE TO SPECIFIER ** Battens are optional on roof pitches between 4:12 and 7:12. A. Install battens in accordance with the manufacturer's installation recommendations and TRI. 3.7 TILE INSTALLATION A. Layout: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. B. Wind clips: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. 155 07321-33 C. Hips: Use prefabricated hip starter. 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. D. Hips and Ridges, mechanically fastened: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. E. Rakes and Gables: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. 3.8 CLEANING A. Remove all broken tile, debris, and excess tile from roof. B. Sweep cut tiles clean. 3.9 REPAIR AND REPLACEMENT A. Damaged Tile: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. B. Damaged Small Valley and Hip Cuts: 1. Follow manufacturer's installation recommendations. 2. Follow TRI Installation Manual. 3.10 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION 156 PRODUCT MSDS 157 SDS - SAFETY DATA SHEET Concrete Roof Tile WestlakeRoyalRoofing.com 7/19/2022 Date Prepared: 07/19/2022 Supersedes Date: 07/31/2018 Version 1.1 SECTION 1: IDENTIFICATION 1.1 PRODUCT IDENTIFIER Product Names: Concrete Roof Tile 1.1 INTENDED USE OF THE PRODUCT BUILDING MATERIALS Building Material 1.2 NAME, ADDRESS AND TELEPHONE NUMBER OF THE RESPONSIBLE PARTY WESTLAKE ROYAL ROOFING LLC 2801 Post Oak, Suite 600, Houston, Texas 77056 | Ph:1-855-769-2585 1.3 EMERGENCY TELEPHONE NUMBER: 1-800-822-7529 SECTION 2: HAZARD (S) IDENTIFICATION CLASSIFICATION OF THE SUBSTANCE OR MIXTURE (GHS-US) This product is an article as defined in the OSHA Hazard Communication Standard [29 CFR 1910.1200(c)] and, therefore, is exempt from regulatory requirements when handled as a manufactured item. This SDS contains additional health hazard information related to dust generation during construction. 2.1 HAZARD CLASSIFICATION (GHS-US) Skin Irritation 2 Eye Irritation 2 B STOT-SE (Single Exposure) 3 (Respiratory Irritation) STOT-RE (Repeated Exposure) 2 (Respiratory Illness) Carcinogen 1A 2.2 LABEL ELEMENTS (GHS-US) Hazard Pictograms: Signal Word: • Danger Hazard Statements: • Causes skin irritation (H316) • Causes eye irritation (H320) • May cause respiratory irritation (H335) • May cause cancer (H350) • May cause damage to respiratory system through prolonged or repeated exposure (H373) Precautionary and Response Statements: • Do not handle until all safety precautions have been read and understood (P202) • Avoid breathing dust; in case of inadequate ventilation, wear respiratory protection (P261) (P284) • Cut/grind/chip product in a well-ventilated area or use a wet saw (P271) • Wear protective gloves, protective clothing, and eye protection (P280) • IF INHALED: Remove person to fresh air and keep at rest in a position comfortable for breathing (P304) (P340) • IF IN EYES: Rinse cautiously with water for at least 15 minutes. Remove contact lenses if present and easy to do. Continue rinsing until pain or irritation subsides. (P305) (P351) (P338) • If symptoms persist: Get medical advice/attention (P313) 158 SDS - Concrete Roof Tile 2 WestlakeRoyalRoofing.com 7/19/2022 2.3 OTHER HAZARDS Exposure may aggravate those with pre-existing eye, skin,or respiratory conditions. 2.4 CALIFORNIA PROPOSITION 65: WARNING: Cancer and Reproductive Harm—www.P65Warnings.ca.gov SECTION 3: COMPOSITION/INFORMATION ON INGREDIENTS 3.1 DESCRIPTION OF PRODUCT Concrete matrix article. 3.2 PRODUCT INGREDIENTS AND HAZARD CLASSIFICATION Substances and hazard classification based on dust composition. Ingredient Product Identifier (CAS No.)% (w/w)Hazard Classification (GHS-US) Quartz 14808-60-7 40 - 60 • Carcinogenicity 1A, H350 • STOT 2 (Respiratory), H373 Portland cement (cured)65997-15-1 20 – 40 • Skin Irritation 2, H316 • Eye Irritation 2B, H320 • STOT 3 (Respiratory), H335 Limestone 1317-65-3 < 30 • Skin Irritation 2, H316 • Eye Irritation 2B, H320 • STOT 3 (Respiratory), H335 Amorphous silica 7631-86-9 < 4 • Not classified Iron oxide 1309-37-1 < 3 • Not classified Note: This product contains additional not classified substances at low concentrations that do not contribute to the hazards of this product. SECTION 4: FIRST AID MEASURES 4.1 DESCRIPTION OF FIRST AID MEASURES General: Never give anything by mouth to an unconscious person. Any person who is experiencing symptoms of injury or illness should be moved to a comfortable area with fresh air, and the label or SDS for this product reviewed. Inhalation: If symptoms of dust exposure (respiratory irritation) occur, move the person to fresh air. Provide drinking water, if conscious, to flush mouth and irrigate upper respiratory tract. Seek medical attention for discomfort or if coughing or other symptoms do not subside. Eye Contact: If injury is due to a projectile, seek immediate medical attention. If the person’s symptom is eye irritation due to dust exposure, careful flushing with clean water should continue for at least 15 minutes. If contact lenses are present, they should be removed after flushing. Flushing should continue until irritation sub- sides. Medical attention should be obtained if irritation persists. Skin: Injuries to skin due to abrasion, laceration, or crushing should be treated by flushing with clean water, fol- lowed by first aid (application of disinfectant and bandage). If the injury is more extensive or irritation and pain persists, medical attention should be sought. 4.2 MOST IMPORTANT SYMPTOMS AND EFFECTS—BOTH ACUTE AND DELAYED General: The most important symptoms and effects from exposure to this product’s dust is respiratory irrita- tion and respiratory system chronic illness if significant exposures occur repeatedly. Inhalation: The immediate acute response to dust inhalation is respiratory system irritation. Upon repeated high levels of dust exposure, crystalline silica content of the dust may cause delayed or chronic respiratory illnesses, including silicosis and cancer. Eye Contact: Exposures of the eyes to particles and dust may result in irritation, pain, redness, and blurred vision, which is usually temporary. 159 SDS - Concrete Roof Tile 3 WestlakeRoyalRoofing.com 7/19/2022 Skin Contact: Other than abrasion and irritation, skin contact should not cause delayed or chronic symptoms. 4.3 INDICATION OF IMMEDIATE MEDICAL ATTENTION AND SPECIAL TREATMENT Anytime symptoms of eye irritation or respiratory irritation persist, medical attention should be obtained. SECTION 5: FIRE-FIGHTING MEASURES 5.1 EXTINGUISHING MEDIA Suitable Extinguishing Media: Use extinguishing media appropriate for surrounding fire. Finished product is not combustible. 5.2 SPECIAL HAZARDS ARISING FROM THE SUBSTANCE OR MIXTURE Fire Hazard: Not combustible. Explosion Hazard: Product is not explosive. Reactivity: Hazardous reactions are not expected to occur under normal conditions. 5.3 ADVICE FOR FIRE FIGHTERS Not applicable. SECTION 6: ACCIDENTAL RELEASE MEASURES 6.1 PERSONAL PRECAUTIONS, PROTECTIVE EQUIPMENT, AND EMERGENCY PROCEDURES General Measures: Do not breathe dust. Do not get in eyes, on skin,or on clothing. 6.1.1. FOR NON-EMERGENCY PERSONNEL Protective Equipment: Use appropriate personal protective equipment (PPE) during clean-up. Emergency Procedures: Not applicable. 6.1.2. FOR EMERGENCY PERSONNEL Protective Equipment: Equip clean-up crew with proper protection. Emergency Procedures: Ventilate area or use wet methods if dust is generated. 6.2 ENVIRONMENTAL PRECAUTIONS Reuse product as appropriate to avoid disposal. 6.3 METHOD SAND MATERIAL FOR CONTAINMENT AND CLEAN-UP Containment: Contain and collect as any solid. Avoid actions that cause dust to become airborne. Do not breathe dust, and do not allow large quantities of dust to contact skin. 6.4 REFERENCE TO OTHER SECTIONS See Section 8. Exposure Controls and Personal Protection. For further information, refer to Section 13. SECTION 7: HANDLING AND STORAGE 7.1 PRECAUTIONS FOR SAFE HANDLING Additional Hazards when Processed: Cutting, crushing, or grinding crystalline silica-bearing materials will release respirable crystalline silica. Use all appropriate measures of dust control or suppression and Personal Protective Equipment (PPE) described in Section 8. Hygiene Measures: Handle in accordance with good industrial hygiene and safety procedures. Wash hands and other exposed areas with mild soap and water before eating, drinking or smoking, and again when leaving work. 7.2 CONDITIONS FOR SAFE STORAGE, INCLUDING ANY INCOMPATIBILITIES Not applicable. 7.3 SPECIFIC END-USE(S) No applicable limits. 160 SDS - Concrete Roof Tile 4 WestlakeRoyalRoofing.com 7/19/2022 SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION 8.1 EXPOSURE LIMITS The following exposure limits are based on a time-weighted full-shift exposure, unless otherwise noted. Ingredient OSHA PEL(1) ACGIH-TLV(2) Other(3) Quartz (crystalline silica)(4)50 µg/m3 [0.05 mg/m3 (respirable fraction)] 0.025 mg/m3 (respirable fraction) 0.05 mg/m3 (respirable fraction) Portland cement 15 mg/m3 (total dust); 5 mg/m3 (respirable fraction) 1 mg/m3 (respirable fraction containing no asbestos and < 1% crystalline silica) 10 mg/m3 (total dust); 5 mg/m3 (respirable fraction) Limestone 15 mg/m3 (total dust); 5 mg/m3 (respirable fraction) 10 mg/m3 (total dust); 3 mg/m3 (respirable fraction) 0.05 mg/m3 (respirable fraction) Iron oxide Fume: 10 mg/m3 (total dust); Particulate: 15 mg/m3 (total dust); 5 mg/m3 (respirable fraction) 5 mg/m3 (respirable fraction)5 mg/m3 (total dust) Amorphous silica 80 mg/m3 ÷ %SiO2 10 mg/m3 (total dust); 3 mg/m3 (respirable fraction)6 mg/m3 (total dust) ƒn(1) OSHA PEL (Permissible Exposure Levels at 29 CFR1910.1000) ƒn(2) ACGIH-TLV (American Conference of Governmental Industrial Hygienists-Threshold Limit Values 2018) ƒn(3) NIOSH REL (National Institute for Occupational Safety & Health Recommended Exposure Limit) ƒn(4) Amount of respirable crystalline silica not determined. 8.2 EXPOSURE CONTROLS Appropriate Engineering Controls: Power equipment should be equipped with wet dust suppression or dust collection devices if cutting/grinding/chipping product. Emergency eyewash equipment should be available in the immediate vicinity of any potential exposure. Use local exhaust or general dilution ventilation, or other suppression methods to maintain dust levels below exposure limits. Reference: OSHA Respirable Crystalline Silica Standard for Construction [29 CFR 1926.1153]. Personal Protective Equipment: Protective goggles or safety glasses, and gloves. Wear respiratory protection if dust is present when cutting/grinding/chipping product in accordance with the OSHA Respiratory Protection Standard [29 CFR 1910.134]. Hand Protection: Protective gloves as appropriate to prevent abrasion and hand injuries. Eye and/or Face Protection: Approved safety glasses, goggles, and/or face-shield. Skin and Body Protection: Appropriate work clothing and footwear should be worn. Respiratory Protection: If exposure limits are exceeded or irritation is experienced, NIOSH-approved respiratory protection should be worn in accordance with the OSHA Respiratory Protection Standard [29 CFR 1910.143]. 161 SDS - Concrete Roof Tile 5 WestlakeRoyalRoofing.com 7/19/2022 SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES 9.1 INFORMATION ON BASIC PHYSICAL AND CHEMICAL PROPERTIES Physical State: Solid. Appearance: Solid. Tiles come in a wide range of colors. Odor: Essentially odorless. Odor Threshold: Not applicable. pH: Not applicable. Evaporation Rate: Not applicable. Melting Point: No data. Freezing Point: Not applicable. Boiling Point: Not applicable. Flash point: Not applicable. Auto-Ignition Temperature: Not applicable. Decomposition Temperature: Not applicable. Flammability (solid, gas): Not applicable. SECTION 10: STABILITY AND REACTIVITY 10.1 REACTIVITY Hazardous reactions are not expected to occur under normal conditions. 10.2 CHEMICAL STABILITY Stable. 10.3 POSSIBILITY OF HAZARDOUS REACTIONS Not applicable. 10.4 CONDITIONS TO AVOID Not applicable. 10.5 INCOMPATIBLE MATERIALS Not applicable. 10.6 HAZARDOUS DECOMPOSITION PRODUCTS Not applicable. SECTION 11: TOXICOLOGICAL INFORMATION 11.1 LIKELY ROUTES OF EXPOSURE Skin Contact: Product is abrasive and may irritate unprotected skin. Eye Contact: When product is shaped or cut, chips or dust may enter unprotected eyes and cause injury or irritation. Inhalation: When product is shaped or cut, respirable dust may be generated that, when inhaled, can cause respiratory system irritation. Prolonged or repeated inhalation exposure may cause chronic illness. Ingestion: Not expected to be an exposure route of concern. 11.2 SYMPTOMS RELATED TO PHYSICAL, CHEMICAL, AND TOXICOLOGICAL CHARACTERISTICS Immediate Effects: Irritation of skin, eyes, and respiratory tract due to abrasion or dust inhalation will produce immediate discomfort, and first aid provided. Delayed and Chronic Effects: Inhalation of dust on a prolonged or repeated basis may result in chronic lung disease or silicosis and may also result in lung cancer. 11.3 NUMERICAL MEASURES OF TOXICITY The acute and chronic effects of exposure to this product’s fumes/dust have not been quantified. 11.4 CARCINOGENICITY The ingredient quartz, also known as crystalline silica, has been determined to be carcinogenic by the International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP). Lower Flammable Limit: Not applicable. Upper Flammable Limit: Not applicable. Vapor Pressure: Not applicable. Relative Vapor Density at 20°C: Not applicable. Relative Density: Not applicable. Specific Gravity: 2.6 Solubility: Negligible in water. Partition Coefficient—N-Octanol/Water: Not applicable. Viscosity: Not applicable. Explosion Data—Sensitivity to Mechanical Impact: Not applicable. Explosion Data—Sensitivity to Static Discharge: Not applicable. 162 SDS - Concrete Roof Tile 6 WestlakeRoyalRoofing.com 7/19/2022 SECTION 12: ECOLOGICAL INFORMATION 12.1 TOXICITY No additional information available. 12.2 PERSISTENCE AND DEGRADABILITY Not available. 12.3 BIO ACCUMULATIVE POTENTIAL Not available. 12.4 MOBILITY IN SOIL Not available. 12.5 OTHER ADVERS EEFFECTS Not available. SECTION 13: DISPOSAL CONSIDERATIONS 13.1 WASTE TREATMENT METHODS Waste Disposal Recommendations: Scrap material should be re-used or recycled. Waste is not a hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA) (40 CFR 261). Dispose of waste material in accordance with all local, regional, national, provincial, territorial, and international regulations. SECTION 14: TRANSPORT INFORMATION 14.1 IN ACCORDANCE WITH DOT Not regulated for transport. 14.2 IN ACCORDANCE WITH IMDG Not regulated for transport. 14.3 IN ACCORDANCE WITH IATA Not regulated for transport. 14.4 IN ACCORDANCE WITH TDG Not regulated for transport. SECTION 15: REGULATORY INFORMATION 15.1 U.S. FEDERAL REGULATIONS SARA Section 311/312 Hazard Classes Exempt article [40 CFR 370.13(b)]. SARA Section 313 Emission Reporting This product may contain constituents listed under SARA (Title III) Section 313, but not in amounts re quiring supplier notification under 40 CFR Part 372, Subpart C. TSCA Inventory All constituents are included on the Toxic Substances Control Act Chemical Inventory (40 CFR 720). 15.2 U.S. STATE REGULATIONS State Right-to-Know Laws This product, as an article, is exempt from hazardous substance inventory reporting under the Massachusetts, New Jersey, and Pennsylvania right-to-know laws. California Proposition 65—Warning Required Refer to Section 2.4. 15.3 CANADIAN REGULATIONS DSL All ingredients are listed or exempt from inclusion on the Canadian Domestic Substances List (DSL). WHMIS Class D, Division 2, Subdivision A – Material causing other toxic effects. Very Toxic—Chronic. This product has been classified in accordance with the hazard criteria of the CPR, and the SDS contains all information required by the CPR. 163 SDS - Concrete Roof Tile 7 WestlakeRoyalRoofing.com 7/19/2022 15.4 OTHER: HMIS AND NFPA HMIS: * NFPA: 0 0 0 SECTION 16: OTHER INFORMATION Party Responsible for Preparation of this Document Westlake Royal Roofing LLC 1-855-769-2585 | (949) 585-8200 Limitations The information and recommendations set forth herein are based on data we have in our possession, and we have reason to believe is accurate. It is, however, the user’s responsibility to determine the safety, toxicity, or suitability for his/her own use of the herein described product. Because the actions by others is beyond our control, Westlake Royal Roofing LLC makes no warranty expressed or implied regarding accuracy of the data or the results to be obtained from the use thereof. 164 INSTALLATION TECH MEMO 165 Technical Bulletin Issued: January, 2001 Revision: March, 2022 In most climates and conditions, the code prescribed, minimum requirements are adequate for the attachment of battens to the roof deck. There are however, a number of circumstances that warrant more attention to how and where the battens are attached depending on how much weight and stress they will be subjected to. Steep sloped roofs where the battens will be used to support foot traffic during the roof installation will generally require better attachment than lower slope roofs. Likewise, roofs that are fitted with certain types of snow retention devices may require enhanced fastening depending on roof slope and expected snow loads. The simplest method used to increase uplift or withdrawal resistance is to fasten the battens through the sheathing and into the rafters. In most cases, an 8d or 10d nail will provide adequate attachment although, in severe circumstances such as steep slope combined with snow load, double fasteners or screws may be required. Rafters should be spotted prior to underlayment application to ensure proper fastener penetration. This can be done simply by marking the underlayment as each course is installed by crayon or roofing nail over the rafter. Once the underlayment is installed the battens or vertical strapping may be fastened securely to the rafters. Another method that may be used when the counterbatten system is employed is to attach the vertical strips over the rafters prior to the underlayment. With this system, it is recommended that special, tear-resistant underlayment be used to avoid damage form step-through during the tile application. The fastening of battens to the rafters ensures a good, long-term attachment that will prevent tile slippage or roof leaks as the roof ages. Royal Roof ing Solutions™ FASTENING OF BATTENS AND COUNTERBATTEN SYSTEMS For more information about Newpoint™ Concrete Roof Tile or US Tile® Clay Roofing Products please visit WestlakeRoyalRoofing.com or call customer service at 800.669.TILE (8453)166 PRODUCT TEST REPORTS 167 NOA No.: 24-0320.01 Expiration Date: 04/18/29 Approval Date: 06/27/24 Page 1 of 7 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Westlake Royal Roofing LLC 7575 Irvine Center Drive #100 Irvine, California, USA 92816 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TEJAS ESPAÑA LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 22-0331.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 06/27/24 168 NOA No.: 24-0320.01 Expiration Date: 04/18/29 Approval Date: 06/27/24 Page 2 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using TEJAS ESPAÑA, as manufactured by Westlake Royal Roofing LLC, as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Test Specifications Product Description TEJAS ESPAÑA L = 16.5” W = 13.” H = 3.63 ” Thickness: ” TAS 112 High Profile “S” Type, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces L= varies W = varies Varying thickness TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name Product Description Manufacturer (With Current NOA) ICP Adhesives Polyset AH-160 Two component polyurethane foam adhesive. ICP Adhesives and Sealants, Inc. TILE BONDTM Roof Tile Adhesive Single component polyurethane foam roof tile adhesive. The Dow Chemical Company “Tile Tite” Roof Tile Mortar Premixed, pre-bagged roof tile mortar. Bermuda Roof Co. Inc. Bonsal Roof Tile Mortar Premixed, pre-bagged roof tile mortar. Bonsal American “Quikrete” Roof Tile Mortar, FL-15 Premixed, pre-bagged gray roof tile mortar. The Quikrete Companies, Inc. 2.2 MANUFACTURING LOCATION 1. Katy, Texas 169 NOA No.: 24-0320.01 Expiration Date: 04/18/29 Approval Date: 06/27/24 Page 3 of 7 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102 & PA 102(A) Dec. 1991 Letter PA 108 (Nail-On) Aug. 1994 P09647-01 PA 108 (Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Sept. 1993 The Center for Applied 94-083 PA 101 (Adhesive Set) April 1994 Engineering, Inc. 94-084 PA 101 (Mortar Set) May 1994 25-7094-(3, 6 & 9) PA 102 Oct. 1994 25-7120-(1 & 2) PA 102 Nov. 1994 25-7183-(3 & 4) PA 102 Feb. 1995 25-7214-(3, 4, &7) PA 102 March, 1995 25-7804-4 PA 102 Sep. 1996 Celotex Corporation 520111-3 PA 101 Dec. 1998 Testing Services 520191-2-1 PA 101 March 1999 Walker Engineering, Inc. Calculations 25-7094 February 1996 Calculations 25-7496 April 1996 Calculations 25-7584 December 1996 Calculations 25-7804b-8 December 1996 Calculations 25-7804-4 & 5 December 1996 Calculations 25-7848-6 December 1996 Calculations 25-7183 March 1995 American Test Lab of South RT1023.02-18 TAS 112 January 17, 2019 Florida TAS 112 05/15/24 Walker Engineering, Inc. Calculations Restoring Moment Aerodynamic Multiplier March 21, 2019 170 NOA No.: 24-0320.01 Expiration Date: 04/18/29 Approval Date: 06/27/24 Page 4 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix ‘A’. Such testing shall be submitted to the Miami-Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 Minimum Slope 4/12 for mechanically attached tile. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.8 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 TEJAS ESPAÑA, and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (l x w ) Tile Profile Weight-W (lbf) Length-l (ft.) Width-w (ft.) Tejas Espaňa 10.4 1.375 1.08 Table 2: Aerodynamic Multipliers - λ (ft3) Tile Profile λ (ft3) Batten Application λ (ft3) Direct Deck Application Tejas Espaňa 0.278 0.301 Table 3: Restoring Moments due to Gravity - Mg (ft.-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Tejas Espaňa Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 7.14 N/A 7.08 6.38 6.98 6.26 6.85 6.11 6.69 5.95 6.52 171 NOA No.: 24-0320.01 Expiration Date: 04/18/29 Approval Date: 06/27/24 Page 5 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32” plywood) Direct Deck (min. 19/32” plywood) Battens Tejas Espaňa 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32” plywood) Direct Deck (min. 19/32” plywood) Battens Tejas Espaňa 2-10d Ring Shank Nails1 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2½” from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application2 Minimum Attachment Resistance Tejas Espaňa TILE BOND™ Roof Tile Adhesive 29.33 ICP Adhesives Polyset® AH-160 29.34 2 See manufactures component approval for installation requirements. 3 Medium paddy weight of 10.7 grams per paddy of TILE BOND™ Roof Tile Adhesive. 4 Medium paddy weight of 8 grams per paddy of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Tejas Espaňa ICP Adhesives Polyset AH-160 66.55 ICP Adhesives Polyset AH-160 38.76 5 Large paddy weight of 63 grams of Polyset® AH-160. 6 Medium paddy weight of 24 grams of Polyset® AH-160. 172 NOA No.: 24-0320.01 Expiration Date: 04/18/29 Approval Date: 06/27/24 Page 6 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Tejas Espaňa Mortar Set7 24.5 7 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved" MONIER LOGO (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. 173 NOA No.: 24-0320.01 Expiration Date: 04/18/29 Approval Date: 06/27/24 Page 7 of 7 PROFILE DRAWINGS TEJAS ESPAÑA END OF THIS ACCEPTANCE 174 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P000 BLOCK M TOWNHOMES Project Number Checker 01/26/21 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M NO. DESCRIPTION DATE TOWNHOMES 8-12 TOWNHOMES 6-7 TOWNHOMES 1-5 TOWNHOMES 13-15 GOLF CART REPOSITORY AREA BLOCK M POOL / AMENITY CENTERCATALONIAGIRONAARIA TOWNHOMES 16-18 17 5 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 LANDSCAPE ARCHITECT: ABC CONTACT: ABC XX XX PHONE: XX xx@xx STRUCTURAL ENGINEER: ABC CONTACT: ABC XX XX PHONE: XX xx@xx DESIGN TEAM ARCHITECT: BUSH ARCHITECTS CONTACT: ABC XX XX PHONE: XX xx@busharchitects.design THESE PLANS ARE INTENDED TO PROVIDE THE INFORMATION NECESSARY TO COMPLETE ENTER PROJECT NAME HERE. THESE PLANS MUST BE FIELD-VERIFIED BY THE CONTRACTOR. ANY DISCREPANCY, ERROR AND/OR OMISSION IS TO BE IMMEDIATELY REVIEWED BY ARCHITECT AND OWNER BEFORE ANY CONSTRUCTION OR DEMOLITION IS COMMENCED OR PURCHASES MADE. NOTE: ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND RESTRICTIONS TAKE PRECEDENCE OVER ANY PART OF THESE PLANS WHICH MAY CONFLICT WITH SAME, AND MUST BE STRICTLY ADHERED TO BEFORE AND DURING CONSTRUCTION. THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN “ARCHITECTURAL WORK” UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED JUNE 2016 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. COPYRIGHT PROTECTION INCLUDES, BUT IS NOT LIMITED TO THE OVERALL FORM, ARRANGEMENT, AND COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE PLANS, WORK OR HOME REPRESENTED, CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDING BEING SEIZED AND/OR MONETARY COMPENSATION TO BUSH ARCHITECTS, LLC © BUSH ARCHITECTS, LLC - 2020 CIVIL ENGINEER: ABC CONTACT: ABC XX XX PHONE: XX xx@xx MECHANICAL/PLUMBING ENGINEER: ABC CONTACT: ABC XX XX PHONE: XX xx@xx ELECTRICAL ENGINEER: ABC CONTACT: ABC XX XX PHONE: XX xx@xx NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS G001 COVER SHEET 17-118 Checker 10/02/19 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M ENTRADA TOWN OF WESTLAKE, TX BLOCK M NO. DESCRIPTION DATE 17 6 D W D W DW D W D W T 1 IRR C C TERRACE UNIT 17 UNIT 16 UNIT 14 UNIT 13 UNIT 3 UNIT 15 UNIT 18 UNIT 2 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 11 UNIT 12 UNIT 8 UNIT 9 UNIT 10 UNIT 1 23' - 3" 21' - 4" 21 1 1. CONSTRUCTION: COMPLY WITH APPLICABLE CODES AND RELATED AMENDMENTS. 2. ALL STRUCTURES IN THIS ZONING DISTRICT MUST COMPLY WITH ENTRADA DESIGN GUIDELINES (WESTLAKE ORDINANCE 760). 3. IN THE EVENT OF A CONFLICT BETWEEN ENTRADA DESIGN GUIDELINES (WESTLAKE ORDINANCE 760) AND ANY DETIALS CONTAINED HEREIN, ENDTRAD DESIGN GUIDELINES (WESTAKE ORDINANCE 760) ARE CONTROLLING. 4. THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS, OR FULL INFORMATION NECESSARY FOR THE COMPLETE CONSTRUCTION OF THE PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER. 5. NOTIFY ARCHITECT AND OWNER OF ERRORS, OMISSIONS, AND DISCREPANCIES IN CONTRACT DOCUMENTS, OR BETWEEN CONTRACT DOCUMENTS AND ACTUAL SITE CONSTRUCTION CONDITIONS. ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE RESOLVED AND DOCUMENTED BEFORE CONTINUING CONSTRUCTION WITH THE WORK IN QUESTION. FAILURE TO NOTIFY THE OWNER AND ARCHITECT IN SUCH AN EVENT SHALL CONSTITUTE ACCEPTANCE OF ANY RESULTING OBLIGATIONS OR RESPONSIBILITIES WITH REGARDS TO DELAYS, COSTS, CODE COMPLIANCE, AND LEGAL REMEDIES RESULTING FROM THIS OR RELATED WORK. 6. CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS BY OWNERS CONSULTANTS. 6.1. ARCHITECT'S ELECTRICAL, MECHANICAL, AND PLUMBING PLANS ARE DIAGRAMMATIC ONLY. ACTUAL DESIGN BY OWNER'S CONSULTANT. 6.2. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR GRADING AND DRAINAGE REQUIREMENTS. 6.3. REFER TO STRUCTURAL ENGINEER FOR STRUCTURAL DESIGN, SPECIFICATIONS, AND DETAILS; INCLUDING REQUIRED RETAINING WALLS, WATERPROOFING, AND FRENCH DRAIN SYSTEMS. 6.4. COORDINATE SOIL COMPACTION REQUIREMENTS BEHIND RETAINING WALLS WITH STRUCTURAL ENGINEER. 7. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR THE ACCURACY AND CORRECTNESS OF SAME. 8. VERIFY TYPE AND LOCATION OF UTILITIES SERVING SITE. 9. FIREPLACES: 9.1. VERIFY SIZES, INCLUDING HEARTH EXTENSIONS REQUIRED BY CODE. 9.2. PROVIDE OUTSIDE MAKE-UP AIR INLET AND SCREENED LOUVER AND DAMPER. 10. VENT CLOTHES DRYER TO OUTSIDE. 11. ALL FLOOR FINISH HEIGHTS TO MATCH. FLOOR ELEVATIONS AT SECOND FLOOR ARE GIVEN TO TOP OF FLOOR DECK. 12. INSTALL STUDS AT CLOSET SIDE WALL ROD LOCATIONS, MEASURED 10" FROM BACK WALL. 13. EXTERIOR MATERIALS AND FINISHES ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND DETAILS. 14. FIRE SPRINKLERS SYSTEMS: REFER TO LOCAL JURISDICTION FOR REQUIREMENTS. FOR DIMENSION PURPOSES: 1. DO NOT SCALE DRAWINGS. 2. VERIFY DIMENSIONS: NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. WOOD STUD WALLS: 2x4'S @ 16" O.C. TO A MAXIMUM HEIGHT OF 10'-0", SUPPORTING ONE FLOOR, ROOF, AND CEILING. UNSUPPORTED WALL HEIGHTS EXCEEDING 10'-0" AND 3 STORY CONDITIONS REQUIRE STRUCTURAL ANALYSIS TO DETERMINE STUD SIZE AND SPACING. 4. EXTERIOR WOOD STUD/MASONRY ASSEMBLIES: 10" w/2x4's, 12" w/2X6's, 14" w/2x8's 5. WALL PLATE HEIGHTS: CROSS REFERENCE EXTERIOR ELEVATIONS, WALL SECTIONS, AND FASCIA DETAILS TO DETERMINE. 6. WINDOWS AND DOORS: 6.1. VERIFY ROUGH OPENINGS WITH SELECTED MANUFACTURER. 6.2. REFER TO EXTERIOR ELEVATIONS AND FLOOR PLANS OR SCHEDULE FOR HEAD HEIGHTS. ENTRADA NOTES: 1. ALL WINDOW RETURNS FACING PUBLIC STREETS TO BE MINIMUM 10" IN DEPTH. 2. ENTRADA DESIGN GUIDELINES OVERRIDE ALL SPECS CONTAINED HEREIN. PLUMBING AND HVAC SYSTEMS: 1.1. DESIGNED BY CONTRACTORS PLUMBING AND MECHANICAL PERSONNEL. 1.2. PROPOSED LOCATIONS OF HVAC AND WATER HEATERS DETERMINED BY CONTRACTOR AND SUBMITTED TO OWNER AND ARCHITECT FOR APPROVAL. 1.3. PROPOSED LOCATIONS OF HVAC VENTS AND RETURN AIR DETERMINED BY CONTRACTOR AND SUBMITTED TO OWNER AND ARCHITECT FOR APPROVAL. 2. ALL VENTILATION SYSTEMS TO MEET LOCAL CODE REQUIREMENTS AND DESIGNED BY CONTRACTORS PERSONNEL. ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A100 OVERALL FLOOR PLAN - BASEMENT LEVEL 17-118 Checker 02/04/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/16" = 1'-0"REF: 1 / A2021OVERALL FLOOR PLAN - BASEMENT FLOOR PLAN NOTES NO. DESCRIPTION DATE 17 7 DN DN UP UP UP UP UP UP UP UP UP UP DN DN DN DN UP UP UP UP UP DN T 1 IRR C C C UNIT 17 UNIT 16 UNIT 14 UNIT 13 MICROWAVE UNIT 3 POOL UNIT 15 UNIT 18 UNIT 1 UNIT 2 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 20' - 4 1/2" 20' - 2 1/2" ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A101 OVERALL FLOOR PLAN -GROUND LEVEL 17-118 Checker 10/02/19 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/16" = 1'-0" REF: 1 / A201 1 OVERALL FLOOR PLAN - LEVEL 1 TRUE NORTH NO. DESCRIPTION DATE 17 8 D W D W DW DW UP DN DNUP DN DN DN DN DN DN DN DN UP UP DN DN DN UP DN DN UP DN T 1 IRR C C 99' - 6" 99' - 6" UNIT 17 UNIT 16 UNIT 14 UNIT 13 UNIT 3 UNIT 15 UNIT 18 UNIT 1 UNIT 2 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 8' - 1" 14' - 0 1/2" 7' - 9" ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A102 OVERALL FLOOR PLAN - LEVEL 2 17-118 Checker 10/02/19 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/16" = 1'-0" REF: 1 / A201 1 OVERALL FLOOR PLAN - LEVEL 2 TRUE NORTH NO. DESCRIPTION DATE 17 9 DW D W D W D W D W D W D W D W DW D W DN DN DN DN DN DN T 1 IRR C C 1. CONSTRUCTION: COMPLY WITH APPLICABLE CODES AND RELATED AMENDMENTS. 2. ALL STRUCTURES IN THIS ZONING DISTRICT MUST COMPLY WITH ENTRADA DESIGN GUIDELINES (WESTLAKE ORDINANCE 760). 3. IN THE EVENT OF A CONFLICT BETWEEN ENTRADA DESIGN GUIDELINES (WESTLAKE ORDINANCE 760) AND ANY DETIALS CONTAINED HEREIN, ENDTRAD DESIGN GUIDELINES (WESTAKE ORDINANCE 760) ARE CONTROLLING. 4. THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS, OR FULL INFORMATION NECESSARY FOR THE COMPLETE CONSTRUCTION OF THE PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER. 5. NOTIFY ARCHITECT AND OWNER OF ERRORS, OMISSIONS, AND DISCREPANCIES IN CONTRACT DOCUMENTS, OR BETWEEN CONTRACT DOCUMENTS AND ACTUAL SITE CONSTRUCTION CONDITIONS. ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE RESOLVED AND DOCUMENTED BEFORE CONTINUING CONSTRUCTION WITH THE WORK IN QUESTION. FAILURE TO NOTIFY THE OWNER AND ARCHITECT IN SUCH AN EVENT SHALL CONSTITUTE ACCEPTANCE OF ANY RESULTING OBLIGATIONS OR RESPONSIBILITIES WITH REGARDS TO DELAYS, COSTS, CODE COMPLIANCE, AND LEGAL REMEDIES RESULTING FROM THIS OR RELATED WORK. 6. CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS BY OWNERS CONSULTANTS. 6.1. ARCHITECT'S ELECTRICAL, MECHANICAL, AND PLUMBING PLANS ARE DIAGRAMMATIC ONLY. ACTUAL DESIGN BY OWNER'S CONSULTANT. 6.2. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR GRADING AND DRAINAGE REQUIREMENTS. 6.3. REFER TO STRUCTURAL ENGINEER FOR STRUCTURAL DESIGN, SPECIFICATIONS, AND DETAILS; INCLUDING REQUIRED RETAINING WALLS, WATERPROOFING, AND FRENCH DRAIN SYSTEMS. 6.4. COORDINATE SOIL COMPACTION REQUIREMENTS BEHIND RETAINING WALLS WITH STRUCTURAL ENGINEER. 7. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR THE ACCURACY AND CORRECTNESS OF SAME. 8. VERIFY TYPE AND LOCATION OF UTILITIES SERVING SITE. 9. FIREPLACES: 9.1. VERIFY SIZES, INCLUDING HEARTH EXTENSIONS REQUIRED BY CODE. 9.2. PROVIDE OUTSIDE MAKE-UP AIR INLET AND SCREENED LOUVER AND DAMPER. 10. VENT CLOTHES DRYER TO OUTSIDE. 11. ALL FLOOR FINISH HEIGHTS TO MATCH. FLOOR ELEVATIONS AT SECOND FLOOR ARE GIVEN TO TOP OF FLOOR DECK. 12. INSTALL STUDS AT CLOSET SIDE WALL ROD LOCATIONS, MEASURED 10" FROM BACK WALL. 13. EXTERIOR MATERIALS AND FINISHES ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND DETAILS. 14. FIRE SPRINKLERS SYSTEMS: REFER TO LOCAL JURISDICTION FOR REQUIREMENTS. FOR DIMENSION PURPOSES: 1. DO NOT SCALE DRAWINGS. 2. VERIFY DIMENSIONS: NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. WOOD STUD WALLS: 2x4'S @ 16" O.C. TO A MAXIMUM HEIGHT OF 10'-0", SUPPORTING ONE FLOOR, ROOF, AND CEILING. UNSUPPORTED WALL HEIGHTS EXCEEDING 10'-0" AND 3 STORY CONDITIONS REQUIRE STRUCTURAL ANALYSIS TO DETERMINE STUD SIZE AND SPACING. 4. EXTERIOR WOOD STUD/MASONRY ASSEMBLIES: 10" w/2x4's, 12" w/2X6's, 14" w/2x8's 5. WALL PLATE HEIGHTS: CROSS REFERENCE EXTERIOR ELEVATIONS, WALL SECTIONS, AND FASCIA DETAILS TO DETERMINE. 6. WINDOWS AND DOORS: 6.1. VERIFY ROUGH OPENINGS WITH SELECTED MANUFACTURER. 6.2. REFER TO EXTERIOR ELEVATIONS AND FLOOR PLANS OR SCHEDULE FOR HEAD HEIGHTS. ENTRADA NOTES: 1. ALL WINDOW RETURNS FACING PUBLIC STREETS TO BE MINIMUM 10" IN DEPTH. 2. ENTRADA DESIGN GUIDELINES OVERRIDE ALL SPECS CONTAINED HEREIN. PLUMBING AND HVAC SYSTEMS: 1.1. DESIGNED BY CONTRACTORS PLUMBING AND MECHANICAL PERSONNEL. 1.2. PROPOSED LOCATIONS OF HVAC AND WATER HEATERS DETERMINED BY CONTRACTOR AND SUBMITTED TO OWNER AND ARCHITECT FOR APPROVAL. 1.3. PROPOSED LOCATIONS OF HVAC VENTS AND RETURN AIR DETERMINED BY CONTRACTOR AND SUBMITTED TO OWNER AND ARCHITECT FOR APPROVAL. 2. ALL VENTILATION SYSTEMS TO MEET LOCAL CODE REQUIREMENTS AND DESIGNED BY CONTRACTORS PERSONNEL. TERRACE TERRACE TERRACETERRACE TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE TERRACE UNIT 17 UNIT 16 UNIT 14 UNIT 13 UNIT 3 UNIT 15 UNIT 18 UNIT 1 UNIT 2 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 11 UNIT 12 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A103 OVERALL FLOOR PLAN - LEVEL 3 17-118 Checker 02/02/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M FLOOR PLAN NOTES 1/16" = 1'-0" REF: 1 / A201 1 OVERALL FLOOR PLAN - LEVEL 3 TRUE NORTH NO. DESCRIPTION DATE 18 0 T 1 IRR C C UNCOVERED BALCONY BELOW TRANSFORMEREQUIPMENT SCREENED BY STONE QUION - --- ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A104 OVERALL FLOOR PLAN - ROOF LEVEL 17-118 Checker 07/14/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/16" = 1'-0" REF: 1 / A201 1 OVERALL FLOOR PLAN - LEVEL 1 TRUE NORTH NO. DESCRIPTION DATE 18 1 UP UP UP UP DN UP UP DN DN UP DN A201 7 A201 6 A201 4 A201 5 A201 2 A2011 1 A303 2 A302 1 A302 2 A301 1 A301 9 0 .0 0 ° A201 3 9 7 .50° 2' - 2" 48' - 1 1/2" 1' - 0"UNIT 1 31' - 1" 4" UNIT 2 28' - 5" 8 2 .50° UNIT 3 28' - 5"4" UNIT 4 24' - 0"4" UNIT 5 31' - 2" 84' - 3" 59' - 10" UNIT 1 31' - 1" 4" UNIT 2 22' - 1 1/2" UNIT 4 24' - 0"4" UNIT 5 31' - 2"4"22' - 2" 4" 53' - 7" 4" 78' - 0" 2' - 3 " 1' - 0 " 47 ' - 6 " 1' - 0 " 2' - 8"2' - 8" A201 7 A201 6 A201 4 A201 5 A201 2 A2011 UNIT 3 UNIT 1 UNIT 2 UNIT 4 UNIT 5 1 A303 2 A302 1 A302 2 A301 1 A301 A201 3 2' - 2" 48' - 1 1/2" 1' - 0"UNIT 1 31' - 1" 4" UNIT 2 28' - 5" 9 7 . 5 0 ° UNIT 3 28' - 5"4" UNIT 4 24' - 0"4" UNIT 5 31' - 2" 84' - 3" 59' - 10" 31' - 0 1/2" 4" 22' - 2 1/2" UNIT 4 24' - 0"4" UNIT 5 31' - 2"4" 4" 2' - 3 " 1' - 0 " 47 ' - 6 " 1' - 0 " ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A105 BUILDING 1 - GROUND LEVEL AND LEVEL 2 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 1 FLOOR PLAN - GROUND LEVEL 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 1 FLOOR PLAN - LEVEL 02 KEY PLAN BLDG 1 1-5 TRUE NORTH NO. DESCRIPTION DATE 18 2 DN DN DN DW D W D W D W D W DN DN 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 '-0" 6" / 1 '-0" 4" / 1'-0" 4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 6" / 1'-0"6" / 1'-0" 6" / 1'-0"6" / 1'-0" 4" / 1 '-0" 4" / 1 '-0" 6" / 1'-0" 6" / 1'-0" 1 A303 2 A302 1 A302 2 A301 1 A301 6" / 1 ' - 0 " 6" / 1 ' - 0 " SLOPE 1/8" PER 1'-0" SL O P E 1 / 8 " PE R 1 ' - 0 " 6"/1'-0" ROOF BELOW 6"/1'-0" ROOF AWNING CRICKET DS DS SLOPE 1/8" PER 1'-0" SL O P E 1 / 8 " PE R 1 ' - 0 " DS DS DS DS DS SLOPE 1/8" PER 1'-0" DS DS DSDS DS DS ROOF SCUPPER DS SLOPE 1/8" PER 1'-0" 6" / 1 ' - 0 " SHED AWNING 6:12 PITCH (BELOW) SHED AWNING 6:12 PITCH (BELOW) SHED AWNING 6:12 PITCH (BELOW) SHED AWNING 6:12 PITCH (BELOW) A201 7 A201 6 A201 4 A201 5 A201 2 A2011 TERRACE TERRACE TERRACETERRACE TERRACE UNIT 3 UNIT 1 UNIT 2 UNIT 4 UNIT 5 1 A303 2 A302 1 A302 2 A301 1 A301 A201 3 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A106 BUILDING 1 - LEVEL 3 AND ROOF PLAN 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 1 ROOF PLAN 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 1 FLOOR PLAN - LEVEL 3 KEY PLAN BLDG 1 1-5 TRUE NORTH NO. DESCRIPTION DATE 18 3 UP D W D W DN UP UP A202 2 A2027 A202 1 A202 4 5'4"x10'4" 25'6"x26'8" 14'4"x6'8" 8'6"x10'4" 3'4"x4'10" 14'4"x16'8" 14'4"x16'8" 5'4"x10'4" 8'6"x10'4" 3'4"x4'10" 14'4"x16'8" 5'10"x4'4" 25'6"x26'8" DUMB WAITER SHAFT DUMB WAITER SHAFT 9'0"x4'10" A202 5 1 A304 2 A304 170.00° 9 0 . 0 0 ° 9 0 .0 0 ° 9 0 .0 0 ° 9 0 . 0 0 ° 9 0 .0 0 ° 22' - 6" 4' - 0"6" 27' - 0" 8 5 . 0 0 ° 8 5 .0 0 ° 29' - 5" 2' - 4" 50' - 3" 50' - 3" 29' - 4" 9 0 . 0 0 ° 6" 27' - 1" 2' - 4" - --- - --- - --- - --- - --- - - - - A202 2 A2027 A202 3 A202 6 A202 4 UNIT 6 UNIT 7 A202 5 1 A304 2 A304 9 0 .0 0 ° 22' - 6" 4' - 0"6" 27' - 0" 2' - 4" 49' - 6 1/2" 49' - 6 1/2" 29' - 4" 6" 26' - 1" 6" 27' - 1" 2' - 4" - --- - --- - --- - --- - --- - - - - - - ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A107 BUILDING 2 - BASEMENT AND GROUND LEVEL 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A202 1 BUILDING 2 BASEMENT PLAN 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 2 FLOOR PLAN - GROUND LEVEL KEY PLAN BLDG 2 6-7 TRUE NORTH NO. DESCRIPTION DATE 18 4 DN DN 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1 '-0" 6" / 1 '-0" - --- - --- - --- A202 2 A2027 A202 1 A202 3 A202 6 A202 4 UNIT 6 UNIT 7 A202 51 A304 2 A304 - --- - --- - --- - --- - --- - - - - - - - - ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A108 BUILDING 2 - LEVEL 2 AND ROOF PLAN 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 2 ROOF PLAN 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 2 FLOOR PLAN - LEVEL 02 KEY PLAN BLDG 2 6-7 TRUE NORTH NO. DESCRIPTION DATE 18 5 UP UP UP D W D W D W UP UP UP UP DN DN DN A203 1 A203 3 A203 2 A203 4 24' - 1" 0' - 4" 71' - 8" 0' - 4" UNIT 10 UNIT 11 UNIT 12 UNIT 9 UNIT 8 27' - 9" 4' - 0" 1 A305 1 A306 1 A307 1 A308 1 A309 9 0 .0 0 ° 9 0 . 0 0 ° 6" 27' - 1" - - - - A203 1 A203 3 A203 2 A203 4 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 1 A305 1 A306 1 A307 1 A308 1 A309 6" - - - - - - - - ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A109 BUILDING 3 - BASEMENT AND GROUND LEVEL 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A202 1 BUILDING 3 BASEMENT 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 3 FLOOR PLAN - GROUND LEVEL KEY PLAN BLDG 3 8-12 TRUE NORTH NO. DESCRIPTION DATE 18 6 DN DN DN DN D W D W UP DN D W A203 1 A203 3 A203 2 A203 4 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 1 A305 1 A306 1 A307 1 A308 1 A309 - - - - - - - - - - A203 1 A203 3 A203 2 A2044 A202 1 A203 4 TERRACE TERRACE UNIT 11 UNIT 12 1 A305 1 A306 1 A307 1 A308 1 A309 - - - - - - - - ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A110 BUILDING 3 - LEVELS 2 AND 3 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 3 FLOOR PLAN - LEVEL 02 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 3 FLOOR PLAN - LEVEL 3 KEY PLAN BLDG 3 8-12 NO. DESCRIPTION DATE 18 7 6" / 1'-0" 6" / 1'-0" 6" / 1'-0" UNCOVERED BALCONY BELOW TRANSFORMER EQUIPMENT SCREENED BY STONE QUION 8' - 0" 1 A305 1 A306 1 A307 1 A308 1 A309 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A111 BUILDING 3 - ROOF PLAN 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 3 ROOF PLAN KEY PLAN BLDG 3 8-12 TRUE NORTH NO. DESCRIPTION DATE 18 8 UP UP UP D W DN DN DN A204 1 A204 2 A204 3 A2044 UNIT 14 UNIT 13 MICROWAVE UNIT 15 A204 1 A204 2 A204 3 A2044 UNIT 14 UNIT 13 UNIT 15 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A112 BUILDING 4 - GROUND LEVEL AND LEVEL 2 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 4 FLOOR PLAN - GROUND LEVEL 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 4 FLOOR PLAN - LEVEL 02 KEY PLAN BLDG 4 13-15 TRUE NORTH NO. DESCRIPTION DATE 18 9 D W D W 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 4" / 1'-0"4" / 1'-0" 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 4" / 1 ' - 0 " A203 2 TERRACE TERRACE UNIT 14 UNIT 13 UNIT 15 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A113 BUILDING 4 - LEVEL 3 AND ROOF PLAN 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 4 ROOF PLAN 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 4 FLOOR PLAN - LEVEL 3 KEY PLAN BLDG 4 13-15 TRUE NORTH NO. DESCRIPTION DATE 19 0 UP UP D W UP DN DNUP A205 1 A205 4 A2052 UNIT 17 UNIT 16 UNIT 18 - - A205 1 A205 4 A2052 A205 3 UNIT 17 UNIT 16 UNIT 18 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A114 BUILDING 5 - GROUND LEVEL AND LEVEL 2 17-118 CHECKER 03/17/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 5 FLOOR PLAN - GROUND LEVEL 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 5 FLOOR PLAN - LEVEL 02 KEY PLAN BLDG 5 16-18 TRUE NORTH NO. DESCRIPTION DATE 19 1 D W D W DN DN TERRACE TERRACE UNIT 17 UNIT 16 UNIT 18 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 4" / 1'-0"4" / 1'-0" 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6" / 1 ' - 0 " 4" / 1 ' - 0 " ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A115 BUILDING 5 - LEVEL 3 AND ROOF PLAN 17-118 Checker 02/18/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A201 1 BUILDING 5 FLOOR PLAN - LEVEL 3 1/8" = 1'-0" REF: 1 / A201 2 BUILDING 5 ROOF PLAN KEY PLAN BLDG 5 16-18 TRUE NORTH NO. DESCRIPTION DATE 19 2 - - A205 3 - - A201 7 A206 2 A202 3 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A116 AMENITY CENTER - 1ST FLR 17-118 Checker 02/26/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/4" = 1'-0" REF: 1 / A201 1 AMENITY CENTER - 1ST FLOOR 1/4" = 1'-0" REF: 1 / A201 2 GOLF- CART STORAGE NORTH 1/4" = 1'-0" REF: 1 / A201 3 GOLF- CART STORAGE SOUTH 1/4" = 1'-0" REF: 1 / A201 4 POOL PERGOLA 1/4" = 1'-0" REF: 1 / A201 5 POOL EQUIPMENT RM./ STORAGE EAST 1/4" = 1'-0" REF: 1 / A201 6 POOL EQUIPMENT RM./ STORAGE WEST NO. DESCRIPTION DATE 19 3 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF GARAGE ENTRANCE PER ENTRADA GUIDELINES WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY 6" / 1 ' - 0 " 4" / 1 ' - 0 " /5 A201 /5 A201 1 A303 2 A302 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 4" UNIT 4 4" WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY NATURAL STONE VENEER STONE QUOINSCAST STONE SILL CAST STONE HEADER 3-COAT STUCCO ON PAPER BACKED METAL LATH DOWNSPOUT EQEQ EXPANSION JOINT BEHIND DOWNSPOUT AT STUCCO 1 A501 A503 10 MA T C H L I N E MI N . 6' - 8 " HE A D E R 8' - 0 " HE A D E R 8' - 0 " 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. T. O . P L A T E 9' - 1 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF GARAGE ENTRANCE PER ENTRADA GUIDELINES WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. 4" / 1 ' - 0 " 6" / 1 ' - 0 " DOWNSPOUT /2 A201 /2 A201 1 A301 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" UNIT 1 UNIT 24" WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY DOWNSPOUT STONE QUOINS CAST STONE SILL NATURAL STONE VENEER CAST STONE HEADER NATURAL STONE VENEER 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 1 A501CAST STONE WATERTABLE MA T C H L I N E HE A D E R 8' - 0 " HEADER 8' - 0 " 7' - 0 " HE A D E R 8' - 0 " 1' - 0 " T. O . P L A T E 9' - 1 " A208 2 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF 4" 1'-0" 4" 1'-0" 6" 1'-0" 6" 1'-0" 6" / 1 ' - 0 " 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " UNIT 1 WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY DOWNSPOUT STONE QUOINS 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. CAST STONE SILLNATURAL STONE VENEER CAST STONE HEADER 3-COAT STUCCO ON PAPER BACKED METAL LATH 1 A501 A503 10 A503 10 CAST STONE WATERTABLE HEADER 8' - 0 " HE A D E R 8' - 0 " T.O. ARCH 8' - 0 " CAST STONE CAP T. O . W A T E R T A B L E 11 ' - 0 " CAST STONE MI N . 6' - 8 " MI N . 6' - 8 " 6" / 1'-0" 3' - 6 " HE A D E R 8' - 0 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. 6" 1'-0" 6" 1'-0" /6 A201 /6 A201 1 A301 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" UNIT 14" WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY DOWNSPOUTSTONE QUOINS CAST STONE SILL NATURAL STONE VENEER CAST STONE HEADERS 3-COAT STUCCO ON PAPER BACKED METAL LATH 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 32 ' - 0 " A503 10 CAST STONE WATERTABLE MA T C H L I N E HEADER 8' - 0 " HE A D E R 8' - 0 " MIN. 6' - 8 " MI N . 6' - 8 " T.O. ARCH 8' - 6 " T.O. ARCH 8' - 6 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF 6" 1'-0" 4" 1'-0"4" 1'-0" 6" 1'-0" PLATE ON TOP OF FLR. JSTS 4" / 1 ' - 0 " 6" / 1 ' - 0 " 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " UNIT 5 WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY STONE QUOINS 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. CAST STONE SILL CAST STONE HEADER 3-COAT STUCCO ON PAPER BACKED METAL LATH STONE QUOINS A503 10 A503 10 1 A501 CAST STONE WATERTABLE HE A D E R 8' - 0 " MI N 6' - 8 " MIN. 6' - 8 " MI N . 6' - 8 " DOWNSPOUT CAST STONE CAP HEADER 8' - 0 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" / 7 A2 0 1 /7 A201 1 A303 2 A302 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" UNIT 5 4"UNIT 4 4" DOWNSPOUTSTONE QUOINS 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. CAST STONE SILL NATURAL STONE VENEER CAST STONE HEADER 3-COAT STUCCO ON PAPER BACKED METAL LATH 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 10 ' - 0 " A503 10 1 A501 CAST STONE WATERTABLE MA T C H L I N E HE A D E R 8' - 0 " HE A D E R 8' - 0 " MI N . 6' - 8 " MI N . 6' - 8 " MI N . 6' - 8 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" 1 A302 2 A301 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY STONE QUOINS CAST STONE SILL NATURAL STONE VENEER CAST STONE HEADER 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " CAST STONE WATERTABLE 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. HEADER 8' - 0 " EQ. MIN. 6' - 8 " A208 1 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A201 EXTERIOR ELEVATIONS - BUILDING 1 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A105 2 STREET ELEVATION - TOWNHOME 3-5 1/8" = 1'-0" REF: 1 / A105 5 STREET ELEVATION - TOWNHOME 1-2 1/8" = 1'-0" REF: 1 / A105 4 SIDE ELEVATION - TOWNHOME 1 1/8" = 1'-0" REF: 1 / A105 7 COURTYARD ELEVATION - TOWNHOME 1-2 1/8" = 1'-0" REF: 1 / A105 1 SIDE ELEVATION -TOWNHOME 5 1/8" = 1'-0" REF: 1 / A105 6 COURTYARD ELEVATION - TOWNHOME 3-5 1/8" = 1'-0" REF: 1 / A105 3 COURTYARD ELEVATION - TH 2-3 - ENTRY NO. DESCRIPTION DATE 19 4 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" T.O. BASEMENT SLAB 89' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY WROUGHT IRON RAILING GARAGE ENTRANCE PER ENTRADA GUIDELINES DOWNSPOUT /2 A202 /2 A202 UNIT 6 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" NATURAL STONE VENEER CAST STONE CAST STONE SILL STONE QUION 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 11 ' - 0 " T.O. BASEMENT PL. 98' -6" HE A D E R 8' - 0 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. BASEMENT SLAB 89' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY GARAGE ENTRANCE PER ENTRADA GUIDELINES DOWNSPOUT 6" / 1'-0" /7 A202 /7 A202 UNIT 7 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" 1' - 4 " NATURAL STONE VENEER 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. CAST STONE SILL CAST STONE STONE QUION 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " T.O. BASEMENT PL. 98' -6" HE A D E R 8' - 0 " MIN. 6' - 8 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" T.O. BASEMENT SLAB 89' -0" 3rd FLR. PL. 132' -0" 6" 1'-0" 6" 1'-0" 6" / 1 ' - 0 " 6 " / 1 '-0 "MISSION BARREL TILE ROOF UNIT 7 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" NATURAL STONE VENEER CAST STONE HEADER CAST STONE SILL STONE QUION 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 11 ' - 0 " T.O. BASEMENT PL. 98' -6" A503 10 MIN. 6' - 8 " HE A D E R 8' - 0 " WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. CAST STONE WATERTABLE T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. BASEMENT SLAB 89' -0" 6" 1'-0" 6" / 1'-0" 6" 1'-0" 6" / 1'-0" DOWNSPOUT MISSION BARREL TILE ROOF UNIT 6 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6"NATURAL STONE VENEER CAST STONE HEADER CAST STONE SILL STONE QUOINS 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " T.O. BASEMENT PL. 98' -6" A503 10 HE A D E R 8' - 0 " 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY CAST STONE WATERTABLE T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0"6" 1'-0" 6" / 1 ' - 0 " 6" 1'-0" 6" / 1 ' - 0 " 6 " / 1 ' - 0 " UNIT 7 /6 A202 /6 A202 2 A304 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" NATURAL STONE VENEER WROUGHT IRON RAILING CAST STONECAST STONE SILL LIGHT FIXTURE3-COAT STUCCO ON PAPER BACKED METAL LATH MISSION BARREL TILE ROOF STONE QUION 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " HE A D E R 8' - 0 " HE A D E R 8' - 0 " MIN. 6' - 8 " A503 10 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY WROUGHT IRON RAILING DOWNSPOUT 6" / 1 ' - 0 " 6" / 1'-0" /3 A202 /3 A202 UNIT 6 1 A304 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" NATURAL STONE VENEER CAST STONE CAST STONE SILL 3-COAT STUCCO ON PAPER BACKED METAL LATH STONE QUION 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " HEADER 8' - 0 " HE A D E R 8' - 0 " MIN. 6' - 8 " A503 10 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" T.O. BASEMENT SLAB 89' -0" /7 A202 /7 A202 /2 A202 /2 A202 UNIT 6 UNIT 7 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" CAST STONE CAST STONE SILL 3-COAT STUCCO ON PAPER BACKED METAL LATH MISSION BARREL TILE ROOF T.O. BASEMENT PL. 98' -6" - --- HEADER 8' - 0 " HE A D E R 8' - 0 " HE A D E R 8' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A202 EXTERIOR ELEVATIONS - BUILDING 2 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A107 7 STREET ELEVATION - TOWNHOME 6 1/8" = 1'-0" REF: 1 / A107 2 STREET ELEVATION - TOWNHOME 7 1/8" = 1'-0" REF: 1 / A107 1 SIDE ELEVATION - TOWNHOME 7 1/8" = 1'-0" REF: 1 / A105 4 SIDE ELEVATION - TOWNHOME 6 1/8" = 1'-0" REF: 1 / A105 3 COURTYARD ELEVATION - TOWNHOME 7 1/8" = 1'-0" REF: 2 / A107 6 COURTYARD ELEVATION - TOWNHOME 6 1/8" = 1'-0" REF: 1 / A107 5 STREET ELEVATION - TOWNHOME 6 -7 NO. DESCRIPTION DATE 19 5 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" T.O. BASEMENT SLAB 89' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. GARAGE ENTRANCE PER ENTRADA GUIDELINES 6" / 1 ' - 0 " DOWNSPOUT 6" / 1 ' - 0 " UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 1 A305 1 A306 1 A307 1 A308 1 A309 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" T.O. BASEMENT PL. 98' -6" HE A D E R 8' - 0 " HE A D E R 8' - 0 " MI N . 6' - 8 " MI N . 6' - 8 " 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " HE A D E R 8' - 0 " T. O . P L A T E 9' - 1 " CAST STONE SILL CAST STONE HEADER 3-COAT STUCCO ON PAPER BACKED METAL LATH NATURAL STONE VENEER STONE QUOINS T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" T.O. BASEMENT SLAB 89' -0" 3rd FLR. PL. 132' -0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" T.O. BASEMENT PL. 98' -6" 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " A503 10 HEADER 8' - 0 " HEADER 8' - 0 " HE A D E R 8' - 0 " HE A D E R 8' - 0 " MI N . 6' - 8 " MI N . 6' - 8 " CAST STONE SILL CAST STONE HEADER CAST STONE WATERTABLE 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. 3-COAT STUCCO ON PAPER BACKED METAL LATH STONE QUOINS T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY MECHANICAL YARD TO BE SCREENED DOWNSPOUT 6" / 1 ' - 0 " 6" / 1 ' - 0 " 6 " / 1 '-0 "6" / 1'-0" 6" / 1 ' - 0 " UNIT 8UNIT 9UNIT 10UNIT 11UNIT 12 1 A305 1 A306 1 A307 1 A308 1 A309 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" T.O. BASEMENT PL. 98' -6" 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " HE A D E R 8' - 0 " HE A D E R 8' - 0 " HE A D E R 8' - 0 " T. O . P L A T E 9' - 1 " HE A D E R 8' - 0 " CAST STONE SILL NATURAL STONE VENEER CAST STONE HEADER CAST STONE WATERTABLE 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. 3-COAT STUCCO ON PAPER BACKED METAL LATH MI N . 6' - 8 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" T.O. BASEMENT SLAB 89' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY SECURED ENTRANCE TO UPPER GROUND LEVEL 6" 1'-0" 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" T.O. BASEMENT PL. 98' -6" A503 10 MI N . 6' - 8 " 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. DOWNSPOUT 3-COAT STUCCO ON PAPER BACKED METAL LATH NATURAL STONE VENEER STONE QUOINS ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A203 EXTERIOR ELEVATIONS - BUILDING 3 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A109 1 STREET ELEVATION - TOWNHOME 8-12 1/8" = 1'-0" REF: 1 / A109 3 SIDE ELEVATION - TOWNHOME 12 1/8" = 1'-0" REF: 1 / A109 2 COURTYARD ELEVATION - TOWNHOME 8-12 1/8" = 1'-0" REF: 1 / A109 4 SIDE ELEVATION - TOWNHOME 8 NO. DESCRIPTION DATE 19 6 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY 6" 1'-0"6" 1'-0"6" 1'-0" 6" 1'-0" 4" / 1 ' - 0 " DOWNSPOUT UNIT 15 UNIT 14 UNIT 13 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" HE A D E R 8' - 0 " MI N . 6' - 8 " HE A D E R 8' - 0 " HEADER 8' - 0 " A503 10 A503 10 CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER STONE QUOINS 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " T. O . P L A T E 9' - 1 " T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" 4" 1'-0" 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" MI N . 6' - 8 " HE A D E R 8' - 0 " MI N . 6' - 8 " 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 10 ' - 0 " CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER MISSION BARREL TILE ROOF STONE QUOINS DOWNSPOUT 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY GARAGE ENTRANCE PER ENTRADA GUIDELINES 6" 1'-0" 6" 1'-0" 6" 1'-0"6" 1'-0" DOWNSPOUT 4" 1'-0" UNIT 13 UNIT 14 UNIT 15 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" HE A D E R 8' - 0 " HEADER 8' - 0 " CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER STONE QUOINS 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " A503 10 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" 6" / 1 ' - 0 " 6" / 1 ' - 0 " 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" HE A D E R 8' - 0 " HE A D E R 8' - 0 " MI N . 6' - 8 " MI N . 6' - 8 " 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER MISSION BARREL TILE ROOF DOWNSPOUT STONE QUOINS CAST STONE WATERTABLE 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A204 EXTERIOR ELEVATIONS - BUILDING 4 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 2 / A110 4 COURTYARD ELEVATION - TOWNHOME 13-15 1/8" = 1'-0" REF: 1 / A112 1 SIDE ELEVATION - TOWNHOME 13 1/8" = 1'-0" REF: 1 / A112 2 STREET ELEVATION - TOWNHOME 13-15 1/8" = 1'-0" REF: 2 / A109 3 SIDE ELEVATION -TOWNHOME 15 NO. DESCRIPTION DATE 19 7 T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0"6" 1'-0" 4" / 1 ' - 0 " 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" HE A D E R 8' - 0 " HEADER 8' - 0 " HEADER 8' - 0 " MIN. 6' - 8 " MI N . 6' - 8 " A503 10 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " A503 10 A503 10 A503 10 CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER STONE QUOINS 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" MI N . 6' - 8 " HE A D E R 8' - 0 " 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER MISSION BARREL TILE ROOF STONE QUOINS 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" 4" 1'-0" 6" / 1 ' - 0 " DOWNSPOUT 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" HE A D E R 8' - 0 " HE A D E R 8' - 0 " HE A D E R 8' - 0 " 9' - 6 " 1' - 6 " 9' - 6 " 1' - 6 " 10 ' - 0 " MI N . 6' - 8 " MI N . 6' - 8 " CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER STONE QUOINS 42" H. WROUGHT IRON RAILING W/ 1X1 PICKETS @ 4" O.C. T.O. SLAB 100' -0" T.O. 2nd FLR. 111' -0" T.O. 3rd FLR. 122' -0" 3rd FLR. PL. 132' -0" MISSION BARREL TILE ROOF WROUGHT IRON APPEARANCE LIGHT FIXTURE TO COMPLY WITH DARK-SKY POLICY DOWNSPOUTGARAGE ENTRANCE PER ENTRADA GUIDELINES 6" 1'-0" 6" 1'-0" 6" 1'-0" 6" 1'-0" 4" 1'-0"4" / 1 ' - 0 " 1st FLR. PL. 109' -6" 2nd FLR. PL. 120' -6" 10 ' - 0 " 1' - 6 " 9' - 6 " 1' - 6 " 9' - 6 " A503 10 A503 10 HEADER 8' - 0 " HEADER 8' - 0 " CAST STONE SILL CAST STONE HEADER NATURAL STONE VENEER STONE QUOINS ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A205 EXTERIOR ELEVATIONS - BUILDING 5 17-118 Checker 12/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/8" = 1'-0" REF: 1 / A114 4 STREET ELEVATION - TOWNHOME 16-18 1/8" = 1'-0" REF: 2 / A114 3 SIDE ELEVATION - TOWNHOME 18 1/8" = 1'-0" REF: 1 / A114 1 SIDE ELEVATION - TOWNHOME 16 1/8" = 1'-0" REF: 1 / A114 2 COURTYARD ELEVATION - TOWNHOME 16-18 NO. DESCRIPTION DATE 19 8 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P010 3D TOWNHOMES 1-5 Project Number Checker 01/26/2021 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 1-5 3D RENDER 2 1-5 3D RENDER NO. DESCRIPTION DATE 19 9 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P011 3D TOWNHOMES 6-7 Project Number Checker 01/26/2021 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 6-7 3D RENDER 2 6-7 3D RENDER NO. DESCRIPTION DATE 20 0 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P012 3D TOWNHOMES 8-12 Project Number Checker 01/26/2021 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 8-12 3D RENDER 2 8-12 3D RENDER NO. DESCRIPTION DATE 20 1 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P013 3D TOWNHOMES 13-15 Project Number Checker 01/26/2021 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 13-15 3D RENDER 2 13-15 3D RENDER NO. DESCRIPTION DATE 20 2 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P014 3D TOWNHOMES 16-18 Project Number Checker 01/26/2021 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 16-18 3D RENDER 2 16-18 3D RENDER NO. DESCRIPTION DATE 20 3 TOWNHOMES 8-12 TOWNHOMES 1-5 TOWNHOMES 6-7 TOWNHOMES 16-18 TOWNHOMES 13-15 GOLF CART REPOSITORY 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P015 OVERALL 3D Project Number Checker 01/26/2021 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 OVERALL 3D NO. DESCRIPTION DATE 20 4 TOWNHOMES 8-12 TOWNHOMES 1-5 TOWNHOMES 6-7 TOWNHOMES 16-18 TOWNHOMES 13-15 GOLF CART REPOSITORY 8 - 12 6 - 7 1 - 5 13 - 15 16 - 18 CATALONIA GIRONA ARIA ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION P016 OVERALL 3D Project Number Checker 01/26/2021 Project Status EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 OVERALL 3D NO. DESCRIPTION DATE 20 5 CLEAR 9' - 0 " RETURN, TYPICAL 18" STONE 2' - 3 1 / 2 " CLEAR 9' - 0 " 3' - 5 " 9' - 0 " 2' - 3 1 / 2 " 9' - 0 " 3' - 4 1 / 2 " 2' - 8 " 9' - 0 " 2' - 3 1 / 2 " 9' - 0 " 2' - 8 " ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FUTHER DETAILED INFORMATION REGARDING THESE PLANS 17-118 Checker 03/19/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M NO. DESCRIPTION DATE 1/8" = 1'-0"REF: 1 / A1001GARAGE ENTRANCE - TYPICAL TOWNHOMES 8-12 TOWNHOMES 1-5 TOWNHOMES 6-7 TOWNHOMES 16-18 TOWNHOMES 13-15 GOLF CART REPOSITORY 1 OVERALL 3D CLEAR 9' - 0" RE T U R N , T Y P I C A L 18 " S T O N E 2' - 3 1/2" CLEAR 9' - 0"3' - 5"9' - 0"2' - 3 1/2"9' - 0"3' - 4 1/2"2' - 8"9' - 0"2' - 3 1/2"9' - 0"2' - 8" RETURN FOR BLOCK M AT ALL GARAGE DOORS TO BE IN-SET 18". GARAGE DOOR LOCATION EXISTING GARAGE DOORS ALONG COMILLAS DR (BLOCK E) PARTIAL VIEW ALONG CATALONIA PARTIAL VIEW ALONG CATALONIA PARTIAL VIEW ALONG GIRONA TOWNHOMES 8-12 TOWNHOMES 1-5 TOWNHOMES 6-7 TOWNHOMES 16-18 TOWNHOMES 13-15 GOLF CART REPOSITORY 1 OVERALL 3DBLOCK M 3D - OVERALL BLOCK M 3D - OVERALL 206 a404 - wall sections ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: Bush ARCHITECTS ©BUSH ARCHITECTS, LLC - 2021 1800 VALLEY VIEW LANE, STE. 400 FARMERS BRANCH, TX 75234 PHONE: 469-857-3151 19-095 Checker 03/03/21 OTP EN T R A D A ST A N D A R D S TO W N O F W E S T L A K E T A R R A N T C O U N T Y , T E X A S NO.DESCRIPTION DATE A401 WALL SECTIONS 01 STONE/ STUCCO TRANSITION DETAIL GYP. BOARD FLOOR JOIST - REF. STRUCT. GYP. BOARD MASONRY VENEER SCALE: 1 1/2" = 1'-0" R-20 INSUL MIN R-20 INSUL MIN WEATHER BARRIER ON 1/2" SHEATHING WEATHER BARRIER ON 1/2" PLYWD SHEATHING 3 LAYER STUCCO SYSTEM ON MTL LATH STUCCO DRIP SCREED WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4" MIN. MTL. FLASHING SET IN FULL BED OF SEALANT CAST STONE WATERTABLE BACKER ROD AND SEALANT WEEPS AT 32" MAX OC PLYWOOD DECKING ON 2x WOOD CLG. JOISTS @ 16" O.C. 2x6 WOOD BASE BOARD EXISTING STONE/STUCCO TRANSITION AT ENTRADA BLOCK E CURRENT STONE/STUCCO TRANSITION IN BLOCK M PERMIT SET DETAIL AND WALL SECTION. BUSH ARCHITECTS TO DEVELOP SIMILAR STONE/STUCCO TRANSITION DETAIL/WALL SECTION BASED ON EXISTING EXAMPLE BELOW FOR ALL ENTRADA PERMIT SETS. REF. STRUCT. GYP BOARD BRACED STUD WALL REF. STRUCT. CONCRETE FLOOR SLAB/FOUNDATION REF. STRUCT. GROUT SOLID ALL MASONRY BELOW GRADE 1" M I N F O R P A V I N G 4" M I N F O R L A N D S C A P E 8" WEATHER BARRIER ON 1/2" SHEATHING R-20 INSULATION. MASONRY VENEER EXTERIOR WALLS WITH WINDOWS FACING RIGHT-0F-WAY TO HAVE 2 WIDTHS 2x4 STUD WALLS AT 8" FROM FACE TO FACE REF DTL 09 AND 11/A502 WEATHER BARRIER TO OVERLAP THRU WALL FLASHING 4" MIN PROVIDE WEEPS AT 32" OC MIN. FF = 100'-0" 6" TO FACE OF STUD THRU WALL FLASHING- TRIM FLUSH WITH FACE OF STONE 02 WALL SECTION SCALE: 1/2" = 1'-0" 01/A501 08/A500 OH PLYWD DECKING ON 2X WD JOISTS CAST STONE TRIM RAFTER REF STRUCT WEATHER BARRIER ON 1/2" SHEATHING R-20 INSULATION. 3 LAYER STUCCO SYSTEM ON MTL LATH GYP BOARD GYP BOARD TILE ROOFING WEATHER BARRIER ON PLYWD DECKING R 38 INSULATION MIN GYP BOARD 05/A500 AT SIM TOWNHOMES 8-12 TOWNHOMES 1-5 TOWNHOMES 6-7 TOWNHOMES 16-18 TOWNHOMES 13-15 GOLF CART REPOSITORY 1 OVERALL 3D TOWNHOMES 8-12 TOWNHOMES 1-5 TOWNHOMES 6-7 TOWNHOMES 16-18 TOWNHOMES 13-15 GOLF CART REPOSITORY 1 OVERALL 3DBLOCK M 3D - OVERALL BLOCK M 3D - OVERALL VERTICAL MATERIAL CHANGE EXAMPLE, SIMILAR TO EXISTING CONDITION AT BLOCK E. VERTICAL MATERIAL CHANGE EXAMPLE, SIMILAR TO EXISTING CONDITION AT BLOCK E. VERTICAL MATERIAL CHANGE EXAMPLE, SIMILAR TO EXISTING CONDITION AT BLOCK E. 20 7 EXTERIOR WALLS WITH WINDOWS FACING RIGHT-0F-WAY TO HAVE 2 WIDTHS 2x4 STUD WALLS AT 8" FROM FACE TO FACE REF DTL 9 AND 11/A502 FF = 100'-0" 3/A500 AT SIM WEATHER BARRIER ON PLYWD DECKING CLAY TILE ROOF R-38 INSULATION. MASONRY VENEER R-20 INSULATION. WEATHER BARRIER ON 1/2" SHEATHING GYP BOARD REF. STRUCT. THRU WALL FLASHING- TRIM FLUSH WITH FACE OF STONE PROVIDE WEEPS AT 32" OC MIN. WEATHER BARRIER TO OVERLAP THRU WALL FLASHING 4" MIN M I N F O R P A V I N G 4" M I N F O R LA N D S C A P E GROUT SOLID ALL MASONRY BELOW GRADE CONCRETE FLOOR SLAB/FOUNDATION REF. STRUCT. BRACED STUD WALL REF. STRUCT. 10 " 1" 6" TO FACE OF STUD OH A500 7 FF = 100'-0" EXTERIOR WALLS WITH WINDOWS FACING RIGHT-0F-WAY TO HAVE 2 WIDTHS 2x4 STUD WALLS AT 8" FROM FACE TO FACE REF DTL 9 AND 11/A502 MI N F O R P A V I N G 4" M I N F O R LA N D S C A P E REF. STRUCT. OH PLYWD DECKING ON 2X WD JOISTS RAFTER REF STRUCT WEATHER BARRIER ON 1/2" SHEATHING R-20 INSULATION. 3 LAYER STUCCO SYSTEM ON MTL LATH GYP BOARD GYP BOARD TILE ROOFING WEATHER BARRIER ON PLYWD DECKING R 38 INSULATION MIN GYP BOARD 5/A500 AT SIM CAST STONE TRIM THRU WALL FLASHING- TRIM FLUSH WITH FACE OF STONE PROVIDE WEEPS AT 32" OC MIN. WEATHER BARRIER TO OVERLAP THRU WALL FLASHING 4" MIN MASONRY VENEER R-20 INSULATION. WEATHER BARRIER ON 1/2" SHEATHING GROUT SOLID ALL MASONRY BELOW GRADE CONCRETE FLOOR SLAB/FOUNDATION REF. STRUCT. BRACED STUD WALL REF.STRUCT. GYP BOARD 10 " 1" 6" TO FACE OF STUD A501 1 A500 8 03 WALL SECTION SCALE: 1/2" = 1'-0" REF. STRUCT.REF. STRUCT. REF. STRUCT. 4' FLARE OF FIRE ROCK UNDER RAFTERS R-20 INSULATION MIN REF. STRUCT. NOTE: IF 4' NO RAFTERS CROSS P.L. THEN PONY WALLS @ P.L. 5/8" DECKING WITH NO 4' FLARE UNDER RAFTERS 5/8" FIRE ROCK 4' FLARE OF FIRE ROCK UNDER RAFTERS TREATED WD. PLATE BRACED STUD WALL REF. STRUCT. BRACED STUD WALL REF. STRUCT. R-20 INSULATION MIN 5/8" FIRE ROCK 5/8" FIRE ROCK BRACED STUD WALL REF. STRUCT. 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS R-20 INSULATION MIN 5/8" FIRE ROCK BRACED STUD WALL REF. STRUCT. 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS BRACED STUD WALL REF. STRUCT. R-20 INSULATION MIN 5/8" FIRE ROCK R-20 INSULATION MIN R-38 INSULATION MIN R-38 INSULATION MIN SEPARATION WALL IS BASED ON UL DESIGN U347 AND IS RATED FOR 2 HOURS R-19 INSULATION MIN SOFFIT 3 LAYER STUCCO SYSTEM W/ MTL LATH 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS BRACED STUD WALL REF. STRUCT. WEATHER BARRIER OVER 1/2" PLYWD SHEATHING 1 1 / 2 " M I N AT PA V I N G WEEP SCREED TREATED WD. PLATE CONC. FOUNDATION REF. STRUCT. 4" . REF. STRUCT.REF. STRUCT. REF. STRUCT. OH MASONRY VENEER STEEL ANGLE CHANNEL FLASHING CLAY TILE ROOFING 2X6 JOISTS (JOISTS SHOULD BE RUN PARALLEL TO FIRE WALL) 4' FLARE OF FIRE ROCK UNDER RAFTERS REF. STRUCT. MASONRY VENEER STAIRS BEYOND TREATED WD. PLATE CONC. FOUNDATION REF. STRUCT. CONC. FOUNDATION REF. STRUCT. BRACED STUD WALL REF. STRUCT. 5/8" FIRE ROCK 4' FLARE OF FIRE ROCK UNDER RAFTERS 04 WALL SECTION SCALE: 1/2" = 1'-0" BRACED STUD WALL REF. STRUCT. R-20 INSULATION MIN 5/8" FIRE ROCK R-20 INSULATION MIN BRACED STUD WALL REF. STRUCT. R-20 INSULATION MIN 5/8" FIRE ROCK WEATHER BARRIER OVER CONCRETE FOUNDATION GROUT SOLID ALL MASONRY BELOW FLASHING WEATHER BARRIER TO OVERLAP THRU WALL FLASHING 4" MIN PROVIDE WEEPS AT 32" OC MIN. THRU WALL FLASHING- TRIM FLUSH WITH FACE OF MASONRY R-20 INSULATION MIN 5/8" FIRE ROCK BRACED STUD WALL REF. STRUCT. 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS SOFFIT R-19 INSULATION MIN RAFTER REF STRUCT TILE ROOFING WEATHER BARRIER ON PLYWD DECKING R 38 INSULATION MIN WEATHER BARRIER ON 1/2" SHEATHING WEATHER BARRIER ON PLYWD DECKING SEPARATION WALL IS BASED ON UL DESIGN U347 AND IS RATED FOR 2 HOURS MTL FLASHING WEATHER BARRIER TO OVERLAP THRU WALL FLASHING 4" MIN PROVIDE WEEPS AT 32" OC MIN. R-38 INSULATION MIN A500 3 4" 6" NOTE: IF 4' NO RAFTERS CROSS P.L. THEN PONY WALLS & P.L. 5/8" DECKING WITH NO 4' FLARE UNDER RAFTERS 5/8" FIRE ROCK R-38 INSULATION MIN BRACED STUD WALL REF. STRUCT. 5/8" FIRE ROCK R-20 INSULATION MIN BRACED STUD WALL REF. STRUCT. 5/8" FIRE ROCK R-20 INSULATION MIN BRACED STUD WALL REF. STRUCT. 5/8" FIRE ROCK 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS BRACED STUD WALL REF. STRUCT. 5/8" FIRE ROCK R-20 INSULATION MIN 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS BRACED STUD WALL REF. STRUCT. 5/8" FIRE ROCK R-20 INSULATION MIN 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS SEPARATION WALL IS BASED ON UL DESIGN U347 AND IS RATED FOR 2 HOURS TREATED WD. PLATE BRACED STUD WALL REF. STRUCT. REF. STRUCT.REF. STRUCT. CONC. FOUNDATION REF. STRUCT. -POST TENSION CABLES MAY CROSS P.L. 4" RE F E L E V RE F E L E V PROVIDE WEEPS AT 32" OC MIN. WEATHER BARRIER TO OVERLAP THRU WALL FLASHING 4" MIN MTL FLASHING WEATHER BARRIER ON 1/2" SHEATHING MASONRY VENEER WEATHER BARRIER ON PLYWD DECKING TILE ROOFING 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS 5/8" FIRE ROCK R-20 INSULATION MIN BRACED STUD WALL REF. STRUCT. R-38 INSULATION MIN BRACED STUD WALL REF. STRUCT. 5/8" FIRE ROCK R-20 INSULATION MIN BRACED STUD WALL REF. STRUCT. R 38 INSULATION MIN WEATHER BARRIER ON PLYWD DECKING TILE ROOFING 5/8" FIRE ROCK R-20 INSULATION MIN 2" H STUDS WITH 2 LAYERS OF 1" SHAFT LINER BD TIED TO ADJACENT STUD WALLS BRACED STUD WALL REF. STRUCT. SEPARATION WALL IS BASED ON UL DESIGN U347 AND IS RATED FOR 2 HOURS CHANNEL FLASHING STEEL ANGLE RAFTERS DOUBLE TOP PLATE PONY WALL 2X6 JOISTS (JOISTS SHOULD BE RUN PARALLEL TO FIRE WALL) 4' FLARE OF FIRE ROCK UNDER RAFTERS TREATED WD. PLATE REF. STRUCT. 4' FLARE OF FIRE ROCK UNDER RAFTERS CONC. FOUNDATION REF. STRUCT. TREATED WD. PLATE REF. STRUCT. REF. STRUCT. REF. STRUCT. 4" A500 7 ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A320 STANDARD WALL SECTIONS 17-118 Checker 03/01/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/2" = 1'-0"1 SECTION - TYP MASONRY WALL 1/2" = 1'-0"2 SECTION - TYP MASONRY/STUCCO WALL 1/2" = 1'-0"3 SECTION - UNIT SEPARATION WALL 1 1/2" = 1'-0"4 SECTION - UNIT SEPARATION WALL 2 1/2" = 1'-0"5 SECTION - UNIT SEPARATION WALL 3 1/2" = 1'-0"6 SECTION - UNIT SEPARATION WALL 4 NO. DESCRIPTION DATE 20 8 MASONRY VENEER ELEV. 12 REF. R A F T E R -R E F . S T R U C T . PLATE HT. 2x4 SUB-FASCIA CAST STONE REF 06/A504 CLAY BIRD STOP DRIP EDGE TILE ROOFING CLAY TILE PACKED MORTAR 6" HALF RND. HYLAR 500 ALUM. 20 GAUGE DK BRONZE 1X4 FASCIA PACKED MORTAR CEILING JOIST - REF STRUCT GYP BOARD WEATHER BARRIER ON 1/2" SHEATHING R-20 INSUL MIN NOTE: 4" ROUND DOWNSPOUTS FIELD LOCATED WEATHER BARRIER ON PLYWD DECKING 1/2" SOFFIT BOARD REF PLAN/ELEVATION R-38 INSULATION MIN 3 "x 4 " CE D AR R A F T E R T A I L 1"X4" CEDAR T&G PLATE HT. R A F T E R -R E F . S T R U C T . ELEV. 12 REF. MASONRY VENEER DRIP EDGE CLAY BIRD STOP TILE ROOFING PLUMB CUT FACE OF 2X6 6" HALF RND. HYLAR 500 ALUM. 20 GAUGE DK BRONZE CEILING JOIST - REF STRUCT GYP BOARD WEATHER BARRIER ON 1/2" SHEATHING R-20 INSULATION MIN NOTE: 4" ROUND DOWNSPOUTS FIELD LOCATED WEATHER BARRIER ON PLYWD DECKING REF PLAN/ELEVATION R-38 INSULATION MIN PLATE HT. 12 ELEV. REF. TILE ROOFING BIRD STOP DRIP EDGE MASONRY VENEER R A F T E R -R E F . S T R U C T . 3" STONE 3" STONE 1/2" SOFFIT BD 1x4 FASCIA 2x4 SUB-FASCIA MORTAR MORTAR CEILING JOIST - REF STRUCT GYP BOARD WEATHER BARRIER ON SHEATHING R-20 INSUL MIN 6" HALF RND. HYLAR 500 ALUM. 20 GAUGE DK BRONZE NOTE: 4" ROUND DOWNSPOUTS FIELD LOCATED WEATHER BARRIER ON PLYWD DECKING REF PLAN/ELEVATION R-38 INSULATION MIN PLATE HT. 12 ELEV. REF. TILE ROOFING BIRD STOP DRIP EDGE MASONRY VENEER R A F T E R -R E F . S T R U C T . 2.0" CAST STONE 1x4 FASCIA 2x4 SUB-FASCIA MORTAR 2.0" CAST STONE 2.0" CAST STONE CAST STONE CORBEL 6" HALF RND. HYLAR 500 ALUM. 20 GAUGE DK BRONZE CEILING JOIST - REF STRUCT GYP BOARD WEATHER BARRIER ON SHEATHING NOTE: 4" ROUND DOWNSPOUTS FIELD LOCATED WEATHER BARRIER ON PLYWD DECKING 1/2" SOFFIT BOARD MORTAR MORTAR REF PLAN/ELEVATION R-38 INSULATION MIN R-20 INSULATION MIN R A F T E R -R E F . S T R U C T . PLATE HT. 2x4 SUB-FASCIA ELEV. 12 REF.TILE ROOFING BIRD STOP DRIP EDGE 1x4 FASCIA 2.5"-3" CAST STONE VENEER OFFSET 1-1/2" MORTAR 2.5"-3" CAST STONE VENEER SET ONTO STL ANGLE SUPPORT" 1"X2" ANGLE IRON REF PLAN/ELEVATION WEATHER BARRIER ON 1/2" PLYWD SHEATHING 6" HALF RND. HYLAR 500 ALUM. 20 GAUGE DK BRONZE 3 LAYER STUCCO SYSTEM ON MTL LATH GYP BOARD R-20 INSULATION MIN NOTE: 4" ROUND DOWNSPOUTS FIELD LOCATED WEATHER BARRIER ON PLYWD DECKING 1/2" SOFFIT BOARD CEILING JOIST - REF STRUCT R-38 INSULATION MIN 3 LAYER STUCCO SYSTEM ON MTL LATH 3 LAYER STUCCO SYSTEM ON MTL LATH WEATHER BARRIER STUCCO FINISH OVER TREATED 2x WOOD BLOCKING METAL COPING W/ CONT CLEATS SEALANT WOOD SCREW DBL.TOP PLATE ROOFING - EXTEND OVER TOP OF PARAPET AND 3" DOWN FRONT TYP REF MANUF 1/2" PLYWD SHEATHING CONTINUOUS METAL EDGE 1X4 FRIEZE BOARD 2X2 BLOCKING 2X4 LADDER TRUSS TILE ROOFING MASONRY VENEER RAFTER - REF STRUCT WEATHER BARRIER ON SHEATHING WEATHER BARRIER ON PLYWD DECKING 2X4 SUB-FASCIA CONTINUOUS METAL EDGE TILE ROOFING WEATHER BARRIER ON PLYWD DECKING WEATHER BARRIER ON 1/2" PLYWD SHEATHING 3 LAYER STUCCO SYSTEM ON MTL LATH MASONRY FINISH SEALANT WOOD SCREW DBL.TOP PLATE 1/2" PLYWOOD SHEATHING OVER 2x WOOD STUD KICKER SUPPORT SPACING PER STRUCTURAL DWG'S METAL COPING W/ CONT CLEATS WEATHER BARRIER STUCCO FINISH OVER TREATED 2x WOOD BLOCKING ROOFING - EXTEND OVER TOP OF PARAPET AND 3" DOWN FRONT TYP REF MANUF 1/2" PLYWD SHEATHING 1"X4" CEDAR T&G ELEV. 12 REF. 4X CEDAR BEAM - REF STRUCT DRIP EDGE CLAY BIRD STOP TILE ROOFING PLUMB CUT FACE OF 2X6 6" HALF RND. HYLAR 500 ALUM. 20 GAUGE DK BRONZE CEDAR RAFTER - REF STRUCT SEALANT WITH BACKER ROD CAST STONE COLUMN COVER ATTACH TO WOOD POST 4X4 TREATED WD POST NOTE: 4" ROUND DOWNSPOUTS FIELD LOCATED WEATHER BARRIER ON CEDAR DECKING REF PLAN/ELEVATIONS ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A500 ROOF DETAILS 17-118 Checker 02/22/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 1/2" = 1'-0"1 DETAIL - FASCIA AT MASONRY 1 1/2" = 1'-0"2 DETAIL - FASCIA W/ EXP RAFTER 1 1/2" = 1'-0"3 DETAIL - FASCIA W/ STONE TRIM 1 1/2" = 1'-0"4 DETAIL - FASCIA AT STONE CORBEL 1 1/2" = 1'-0"5 DETAIL - FASCIA AT STUCCO 1 1/2" = 1'-0"6 DETAIL - PARAPET W/ STUCCO 1 1/2" = 1'-0"7 DETAIL AT MASONRY RAKE 1 1/2" = 1'-0"8 DETAIL - STUCCO RAKE 1 1/2" = 1'-0"9 DETAIL - PARAPET W/ MASONRY 1 1/2" = 1'-0"10 DETAIL - COVERED PORCH NO. DESCRIPTION DATE 20 9 GYP. BOARD FLOOR JOIST - REF. STRUCT. GYP. BOARD MASONRY VENEER R-20 INSUL MIN R-20 INSUL MIN WEATHER BARRIER ON 1/2" SHEATHING WEATHER BARRIER ON 1/2" PLYWD SHEATHING 3 LAYER STUCCO SYSTEM ON MTL LATH STUCCO DRIP SCREED WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4" MIN. MTL. FLASHING SET IN FULL BED OF SEALANT CAST STONE WATERTABLE BACKER ROD AND SEALANT WEEPS AT 32" MAX OC PLYWOOD DECKING ON 2x WOOD CLG. JOISTS @ 16" O.C. 2x6 WOOD BASE BOARD 3 LAYER STUCCO SYSTEM ON MTL LATH STUCCO DRIP SCREED CLAY TILE ROOF 2x WD. BLOCKING 2x6 DBL. TOP PLATE 2x6 TRIPLE TOP PLATE GALV. MTL. BRICK TIES SPACED @ 24" O.C. HORIZ. & 16" O.C. VERTICALLY STEEL BRICK LINTEL 2x WOOD HEADER PTD WD CLOSURE PANEL STUCCO SOFFIT 5/8" THICK T&G CEILING MASONRY VENEER ARCHED OPENING 1/2" PLYWOOD SHEATHING OVER 2x6 WOOD STUD WALL @ 24" O.C. (BOTH SIDES) 2x WOOD RIDGE BEAM WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4" MIN. MTL. FLASHING SET IN FULL BED OF SEALANT CAST STONE WATERTABLE WEATHER BARRIER ON PLYWD ROOF DECKING CONTINUOUS WEATHER BARRIER R-19 INSULATION MIN R-20 INSULATION MIN PLYWOOD DECKING ON 2x WOOD CLG. JOISTS @ 16" O.C. 2x6 DBL. TOP PLATE GALV. MTL. BRICK TIES SPACED @ 24" O.C. HORIZ. & 16" O.C. VERTICALLY STEEL BRICK LINTEL 2x WOOD HEADER 5/8" PLYWOOD DECKING ON 2x WOOD CLG. JOISTS @ 16" O.C. STUCCO SOFFIT 5/8" THICK T&G CEILING MASONRY VENEER ARCHED OPENING 1/2" PLYWOOD SHEATHING OVER 2x6WOOD STUD WALL @ 24" O.C. (BOTH SIDES) 3 LAYER STUCCO SYSTEM ON MTL LATH STUCCO DRIP SCREED WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4" MIN. MTL. FLASHING SET IN FULL BED OF SEALANT CAST STONE WATERTABLE BACKER ROD AND SEALANT R-19 INSULATION MIN R-20 INSULATION MIN WEEPS AT 32" MAX OC REF. STRUCT. 2x6 DBL. TOP PLATE 2x6 TRIPLE TOP PLATE GALV. MTL. BRICK TIES SPACED @ 24" O.C. HORIZ. & 16" O.C. VERTICALLY 2x WOOD HEADER PLYWOOD DECKING ON 2x WOOD CLG. JOISTS @ 16" O.C. 5/8" THICK T&G CEILING STONE FINISH EXPOSED BEAM @ COVERED WALKWAY 2x6 WOOD BASE BOARD GALV. MTL. BRICK TIES SPACED @ 24" O.C. HORIZ. & 16" O.C. VERTICALLY 1/2" PLYWOOD SHEATHING OVER 2x6WOOD STUD WALL @ 24" O.C. (BOTH SIDES) 3 LAYER STUCCO SYSTEM ON MTL LATH STUCCO DRIP SCREED CLAY TILE ROOF MTL. FLASHING SET IN FULL BED OF SEALANT CAST STONE WATERTABLE WEATHER BARRIER ON PLYWD ROOF DECKING CONTINUOUS WEATHER BARRIER 2x WD. BLOCKING PTD WD CLOSURE PANEL SEAL WEATHERTIGHT BETWEEN BEAM AND MASONRY R-19 INSULATION MIN R-20 INSULATION MIN PLYWOOD DECKING ON 2x WOOD CLG. JOISTS @ 16" O.C. 2x6 WOOD BASE BOARD MTL. FLASHING 2x WD. BLOCKING 2x6 DBL. TOP PLATE GALV. MTL. BRICK TIES SPACED @ 24" O.C. HORIZ. & 16" O.C. VERTICALLY 2x WOOD RIDGE BEAM STUCCO SOFFIT 5/8" THICK T&G CEILING STEEL BRICK LINTEL 2x WOOD HEADER 1/2" PLYWOOD SHEATHING OVER 2x6WOOD STUD WALL @ 24" O.C. (BOTH SIDES) ARCHED OPENING MASONRY FINISH R-20 INSULATION MIN PTD WD CLOSURE PANEL CLAY TILE ROOF WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAPFLASHING 4" MIN. WEATHER BARRIER ON PLYWD ROOF DECKING R-19 INSULATION MIN 2x6 DBL. TOP PLATE GALV. MTL. BRICK TIES SPACED @ 24" O.C. HORIZ. & 16" O.C. VERTICALLY PLYWOOD DECKING ON 2x WOOD CLG. JOISTS @ 16" O.C. 5/8" THICK T&G CEILING MASONRY FINISH 2x WOOD FRAMED OPENING FOR ATTIC ACCESS 1/2" PLYWOOD SHEATHING OVER 2x6WOOD STUD WALL @ 24" O.C. (BOTH SIDES) 2x6 WOOD BASE BOARD 3 LAYER STUCCO SYSTEM ON MTL LATH STUCCO DRIP SCREED WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4" MIN. MTL. FLASHING SET IN FULL BED OF SEALANT CAST STONE WATERTABLE BACKER ROD AND SEALANT R-38 INSULATION MIN WEEPS AT 32" MAX OC STUCCO SOFFIT STEEL BRICK LINTEL 2x WOOD HEADER 1/2" PLYWOOD SHEATHING OVER 2x6WOOD STUD WALL @ 24" O.C. (BOTH SIDES) ARCHED OPENING MASONRY FINISH GALV. MTL. BRICK TIES SPACED @ 24" O.C. HORIZ. & 16" O.C. VERTICALLY 2x6 DBL. TOP PLATE 5/8" THICK T&G CEILING 2x CEILING JOISTS @ 16" O.C. 2x6 WOOD BASE BOARD CAST STONE HEADER 2" RECESSED BRICK FINISH DECORATIVE WROUGHT IRON PER ENTRADA GUIDELINES CAST STONE SILL WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4" MIN. R-19 INSULATION MIN R-20 INSULATION MIN CAST STONE TRIM WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEEPS AT 32" MAX OC RE F E L E V A T I O N 2x WOOD HEADER STEEL LINTEL TO SUPPORT CAST STONE LINTEL CAST STONE TRIM MASONRY VENEER ALUMINUM STOREFRONT MULLION 1" INSULATED LOW "E" GLASS WINDOW 1/2" PLYWOOD SHEATHING OVER 2x WOOD STUD WALL REF. STRUCTURAL FOR STUD SPACING R-20 INSULATION MIN THROUGH WALL FLASHING WEATHER BARRIER W/ 4" MIN OVERLAP OVER FLASHING WEEPS AT 32" MAX OC 2 1/2" 3" ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A501 STANDARD DETAILS 17-118 Checker 07/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1 1/2" = 1'-0" REF: 1 / A201 1 DETAIL - MASONRY/STUCCO TRANSITION 1" = 1'-0"2 DETAIL - WATERTABLE AT TILE ROOF 1" = 1'-0"3 DETAIL - WATERTABLE AT ARCH 1" = 1'-0"4 DETAIL - WATERTABLE AT ROOF 1" = 1'-0"5 DETAIL - ARCHED OPNG 1" = 1'-0"6 DETAIL - ATTIC ACCESS 1" = 1'-0"7 DETAIL - INSET BRICK W/ WROUGHT IRON 1 1/2" = 1'-0"8 DETAIL - HEAD AT STOREFRONT NO. DESCRIPTION DATE 21 0 ROUGH 2"-3" THICK STONE RANDOM DEPTHRANDOM DEPTH SEE PAGE 57 ENTRADA DESIGN GUIDELINES FOR ADD'N INFORMATION MASONRY VENEER VARY MORTAR JOINTS TO MAINTAIN RADIUS REF ELEVATION DEEP STONE RETURNS TO WINDOW JAMB CAST STONE LINTEL 6" OVERLAP TYP WINDOW CAST STONE SILL MASONRY MASONRY 6" 11 A502 12 A502 CONTINUOUS STONE HEADER HAND SHAVED STONE CONTINUOUS SILL 6" OVERLAP SIM11 A502 12 A502 SIM SIM CAST STONE LINTEL 6" WIDE CAST STONE JAMB TRIM WINDOW CAST STONE SILL 11 A502 12 A502 DEEP STONE RETURNS TO WINDOW JAMB 8"CAST STONE ARCHED LINTEL WINDOW CAST STONE SILL MASONRY MASONRY 11 A502 12 A502 DEEP STUCCO RETURNS TO WINDOW JAMB WINDOW CAST STONE SILL 6" OVERLAP TYP CAST STONE LINTEL STUCCO STUCCO 9 A502 10 A502 AR C H E D O P E N I N G 2'-0" 4" CAST STONE SILL CAST STONE HEADER 2" RECESSED BRICK FINISH MASONRY NOTE: ALL IRON WORK MUST COMPLY ENTRADA DESIGN GUIDELINES MASONRY 2' - 0" 1 1 / 2 " 4" 1' - 8 " 2' - 0 " 1 1 / 2 " 4' - 3 " 2' - 7" 3 1/2"1' - 0"1' - 0"3 1/2" 1' - 0 " 2' - 7 1 / 2 " STONE 4" CAST STONE SILL CAST STONE HEADER 2" RECESSED BRICK FINISH STONE NOTE: ALL IRON WORK MUST COMPLY ENTRADA DESIGN GUIDELINES 3' - 0" 3' - 0 " 4" 1' - 7 1 / 2 " 1' - 4 1 / 2 " 7" 1 1 / 2 " 4' - 2 1 / 2 " 1 1 / 2 " 3' - 7" 3 1/2"1' - 6"1' - 6"3 1/2" WEATHER BARRIER ON 1/2" PLYWD SHEATHING 3 LAYER STUCCO SYSTEM ON MTL LATH STUCCO DRIP SCREED WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4"MIN. CAST STONE LINTEL BACKER ROD AND SEALANT WEEPS AT 32" MAX OC MTL. FLASHING SET IN FULL BED OF SEALANT 3 LAYER STUCCO SYSTEM ON MTL LATH CAST STONE SILL WINDOW SYSTEM STUCCO RETURN R-20 INSUL MIN R-20 INSUL MIN GYP. BOARD WEEPS AT 32" MAX OC GYP. BOARD MTL. FLASHING SET IN FULL BED OF SEALANT MTL. FLASHING SET IN FULL BED OF SEALANT 8" 2" SEALANT 8" 3 LAYER STUCCO SYSTEM ON MTL LATH SEALANT W/ BACKER ROD WEATHER BARRIER ON 1/2" PLYWD SHEATHING WINDOW R-20 INSUL MIN GYP. BOARD STUCCO SCREED/TRIM CAST STONE SILL BELOW 8"6" WEATHER BARRIER ON 1/2" PLYWD SHEATHING MASONRY VENEER SYSTEM WEATHER BARRIER ON 1/2" PLYWD SHEATHING WEATHER BARRIER TO OVERLAP FLASHING 4" MIN. CAST STONE LINTEL BACKER ROD AND SEALANT WEEPS AT 32" MAX OC MTL. FLASHING SET IN FULL BED OF SEALANT MASONRY VENEER SYSTEM CAST STONE SILL WINDOW SYSTEM MASONRY RETURN R-20 INSUL MIN R-20 INSUL MIN GYP. BOARD WEEPS AT 32" MAX OC GYP. BOARD MTL. FLASHING SET IN FULL BED OF SEALANT MTL. FLASHING SET IN FULL BED OF SEALANT WEEPS AT 32" MAX OC MASONRY VENEER SYSTEM WEATHER BARRIER ON 1/2" PLYWD SHEATHING CAST STONE SILL BACKER ROD AND SEALANT WINDOW SYSTEM MASONRY RETURN R-20 INSUL MIN GYP. BOARD MASONRY VENEER SYSTEM ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A502 STANDARD DETAILS 17-118 Checker 07/15/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/2" = 1'-0"1 DETAIL - ROUGH ARCH 1/2" = 1'-0"2 DETAIL - WINDOW W/ CAST STONE/MASONRY 1/2" = 1'-0"3 DETAIL - WINDOW W/ STONE SURROUND 1/2" = 1'-0"4 DTL - WINDOW W/ CAST STONE SURROUND 1/2" = 1'-0"5 DETAIL - WINDOW W/ ARCH 1/2" = 1'-0"6 DETAIL - WINDOW W/ CAST STONE/STUCCO 1" = 1'-0"7 DETAIL - INSET BRICK W/ARCH 1" = 1'-0"8 DETAIL - INSET BRICK 1 1/2" = 1'-0" REF: 6 / A502 9 DETAIL-WINDOW SECTION AT STUCCO 1 1/2" = 1'-0" REF: 6 / A502 10 DETAIL-WINDOW JAMB AT STUCCO 1 1/2" = 1'-0" REF: 2 / A502 11 DETAIL-WINDOW SECTION AT MASONRY 1 1/2" = 1'-0" REF: 2 / A502 12 DETAIL-WINDOW JAMB AT MASONRY NO. DESCRIPTION DATE 21 1 SOLID 3/4" STEEL BOTTOM RAIL 2 1/4" SOLID STEEL HANDRAILSOLID 1/2" STEEL PICKET KING ARCHITECTURAL METALS PART# XX-XX-X NOTE: ALL IRON WORK MUST COMPLY ENTRADA DESIGN GUIDELINES METAL FINISH: FLAT BLACK 'KEM LUSTRAL' SHERWIN WILLIAMS SOLID 3/4" STEEL PICKET KING ARCHITECTURAL METALS PART# 13-91025-010 2 1/4" SOLID STEEL HANDRAIL KING ARCHITECTURAL METALS PART# 13-26-C1 SOLID 1/2" STEEL PICKET SOLID 3/4" BOTTOM RAIL NOTE: ALL IRON WORK MUST COMPLY ENTRADA DESIGN GUIDELINES METAL FINISH: FLAT BLACK 'KEM LUSTRAL' SHERWIN WILLIAMS 3' - 4"6' - 4 1/2"3' - 4" 2 1/2" SOLID STEEL HANDRAIL CAST STONE BALCONY KING ARCHITECTURAL METALS PART# 13-26-C1 KING ARCHITECTURAL METALS PART# 13-91025-010 SOLID 1/2" STEEL PICKET SOLID 3/4" STEEL PICKET NOTE: ALL IRON WORK MUST COMPLY ENTRADA DESIGN GUIDELINES METAL FINISH: FLAT BLACK 'KEM LUSTRAL' SHERWIN WILLIAMS 6' - 9 1/2" 8 A503 SILL LINTELFIXED WOOD SHUTTER (SPECS TO MATCH FRONT DOOR) SHUTTER DOG 1" x 4" CEDAR PLANKS 1X1 DIAMOND CLAVO WITH SCREW STUD SHUTTER DOG 1" x 4" CEDAR PLANKS 1" PROJECTION STUCCO OR MORTAR FILLED 4" DIA. CUT CLAY PIPE 8"8" 3" 1' - 6 " MASONRY VENEER BRICK (RUNNING BOND) BRICK (ROW LOCK) SHEET METAL FLASHING 1/2" BACKER ROD ELASTOMERIC CAULKING CONTRACTOR TO SUBMIT SCUPPER BOX SHOP DRAWINGS FOR ARCHITECTS REVIEW. 1X1 DIAMOND CLAVO WITH SCREW STUD COORDINATE SPACING WITH CLAY TILE MANUFACTURER 11 " 11 " 3 1 / 2 " 3" 2 1 / 2 " 2" 4 1/2"3 1/2"4" 3"6"6"6"3" 2' - 0" 3 1 / 2 " 2" 1 1 / 2 " 1/2"4 1/2"1 1/2"4 1/2"1 1/2"4 1/2"1 1/2"4 1/2"1/2"4 1/2"1' - 0" 2" 2 1 / 2 " 3" 11 " CAST STONE BALCONY/ CORBEL - PROVIDE MANUF STANDARD SUPPORTS WEATHER BARRIER ON 1/2" PLYWD SHEATHING WOOD DOOR SILL SET IN FULL BED OF SEALANT MASONRY VENEER SYSTEM WOODEN DOOR AND FRAME MASONRY RETURN R-20 INSUL MIN TILE ON WOOD BLOCKING GYP. BOARD IRON GUARD RAIL SLOPE CAST STONE BALCONY TO EDGE SEALANT W/ BACKER ROD WEATHER BARRIER ON 1/2" PLYWD SHEATHING CAST STONE SUPPORT ANGLES 1' - 0" 3' - 2 " 8" SECTION PLAN 1/2" PLYWD ON 2X4 WD STUDS MASONRY RE: ELEV. CAST STONE B 5 1/2" 1" 4 1 / 2 " 4" 4"3' - 2 1/2"4" 3' - 10 1/2" PLAN- ---REF. STRUCT. CEDAR BRACKET STUCCO FINISH OVER WEATHER BARRIER ON 1/2" PLYWOOD SHEATHING OVER 2x4 WOOD STUD WALL @ 24" O.C. R-20 INSULATION SEAL WEATHER TIGHT BETWEEM CEDAR BRACKET AND STUCCO CAST STONE CAP 2" STONE BANDING 3" CLAY BARREL TILE CAST STONE CAP 2" STONE BANDING CAST STONE CAP 6"x6" CAST STONE 3" CLAY BARREL TILE 2" STONE BANDING CAST STONE CAP 6"X6" CAST STONE 2" STONE BAND 3" CLAY BARREL TILE TERRA COTTA BRICK 4" 3 1 / 2 " 1' - 5 1 / 2 " 3" 2" 4" 2' - 1 0 " 6" STONE OR STUCCO VENEER CAST STONE ENDCAP CLAY BARREL TILE ROOF CAST STONE FASCIA CUT CLAY BARREL TILE ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A503 MISC DETAILS 17-118 Checker 07/09/20 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/2" = 1'-0"1 DETAIL-IRON RAILING 1 1/2" = 1'-0"2 DETAIL-IRON RAILING 2 1/2" = 1'-0"3 DETAIL-CAST STONE BALCONY 1/2" = 1'-0"4 DETAIL-WINDOW W/ CEDAR SHUTTERS 1 1/2" = 1'-0" REF: 1 / A201 10 DETAIL-DOVE COVE 1 1/2" = 1'-0"11 DETAIL-PARAPET WALK CAP 1 1/2" = 1'-0"12 DETAIL-SCUPPER BOX 1/2" = 1'-0"5 DETAIL-CEDAR SHUTTER 1 1/2" = 1'-0"7 DETAIL-CAST STONE FASCIA 1 1/2" = 1'-0" REF: 3 / A503 8 DETAIL-BALCONY SECTION 1/2" = 1'-0"9 DETAIL-PILASTER 1 1/2" = 1'-0"13 DETAIL-CEDAR BRACKET AT STUCCO 1/2" = 1'-0"14 DETAIL-CHIMNEY 1 1/2" = 1'-0"15 DETAIL-CHIMNEY 2 1/2" = 1'-0"16 DETAIL-CHIMNEY 3 1 1/2" = 1'-0"17 DETAIL-CAST STONE BALUSTRADE 1/2" = 1'-0"6 DETAIL-CAST STONE/TILE FASCIA NO. DESCRIPTION DATE 21 2 CEDAR DECORATIVE GLAZING ENTRADA DOORS PART: FR WOOD #17 DECORATIVE IRON GRILLE CEDAR DECO. CAVOS ENTRADA DOORS PART: FR WOOD #15 DECO. CAVOS CEDAR METAL HINGES ENTRADA DOORS PART: FR WOOD #6 CEDAR DECORATIVE GLAZING ENTRADA DOOR PART: FR WOOD #14 ENTRADA DOORS PART: CUST MTL #18 DECORATIVE GLAZING CEDAR 1" x 6" CEDAR PLANKS GATE LOCK: EMTEK DEADBOLT 8452 FLAT BLACK FINISH GATE HANDLE: KING ARCHITECTURAL METALS PART# 13-64-G6 1/4" x 1" SOLID STEEL METAL FINISH: FLAT BLACK 'KEM LUSTRAL' SHERWIN WILLIAMS HINGES: (2 PER GATE) STEEL HINGE W/ GREASE FITTING 7 3/4" LONG, 5/8" PIN 11/2"X11/2" STEEL TUBING 1X1 DIAMOND CLAVO WITH SCREW STUD 12"x24" WINDOW GRILLE CEDAR NOTES: GARAGE DOOR THICKNESS 2 3/8" INSET PANEL DEPTH 3/4" 1x6 T&G WESTERN RED CEDAR NOTE: HARDWARE FINISH - BLACK - IRON 1x6 WESTERN RED CEDAR 33" SOLID HINGE W/ FLAT END, DISTRESSED ALUM. (RUSTIC SERIES #300-72032) 4-1/2" RING PULL W/ COORDINATING CLAVOS (RUSTIC SERIES #300-72100) 1X1 DIAMOND CLAVO WITH SCREW STUD 1X1 DIAMOND CLAVO WITH SCREW STUD 4-1/2" RING PULL W/ COORDINATING CLAVOS (RUSTIC SERIES #300-72100) 33" SOLID HINGE W/ FLAT END, DISTRESSED ALUM. (RUSTIC SERIES #300-72032) 1x6 T&G WESTERN RED CEDAR 1x6 WESTERN RED CEDAR NOTE: HARDWARE FINISH - BLACK - IRON NOTES: GARAGE DOOR THICKNESS 2 3/8" INSET PANEL DEPTH 3/4" NOTES: GARAGE DOOR THICKNESS 2 3/8" INSET PANEL DEPTH 3/4" 1x6 WESTERN RED CEDAR 1x6 T&G WESTERN RED CEDAR 33" SOLID HINGE W/ FLAT END, DISTRESSED ALUM. (RUSTIC SERIES #300-72032) 4-1/2" RING PULL W/ COORDINATING CLAVOS (RUSTIC SERIES #300-72100) 1X1 DIAMOND CLAVO WITH SCREW STUD NOTE: HARDWARE FINISH - BLACK - IRON 33" SOLID HINGE W/ FLAT END, DISTRESSED ALUM. (RUSTIC SERIES #300-72032) NOTES: GARAGE DOOR THICKNESS 2 3/8" INSET PANEL DEPTH 3/4" 1X1 DIAMOND CLAVO WITH SCREW STUD 4-1/2" RING PULL W/ COORDINATING CLAVOS (RUSTIC SERIES #300-72100) 1x6 T&G WESTERN RED CEDAR 1x6 WESTERN RED CEDAR NOTE: HARDWARE FINISH - BLACK - IRON 1X1 DIAMOND CLAVO WITH SCREW STUD 4-1/2" RING PULL W/ COORDINATING CLAVOS (RUSTIC SERIES #300-72100) 33" SOLID HINGE W/ FLAT END, DISTRESSED ALUM. (RUSTIC SERIES #300-72032) 1x6 WESTERN RED CEDAR NOTE: HARDWARE FINISH - BLACK - IRON NOTES: GARAGE DOOR THICKNESS 2 3/8" INSET PANEL DEPTH 3/4" 1x6 T&G WESTERN RED CEDAR 1X1 DIAMOND CLAVO WITH SCREW STUD 4-1/2" RING PULL W/ COORDINATING CLAVOS (RUSTIC SERIES #300-72100) 33" SOLID HINGE W/ FLAT END, DISTRESSED ALUM. (RUSTIC SERIES #300-72032) 1x6 T&G WESTERN RED CEDAR 1x6 WESTERN RED CEDAR NOTE: HARDWARE FINISH - BLACK - IRON NOTES: GARAGE DOOR THICKNESS 2 3/8" INSET PANEL DEPTH 3/4" ISSUE LOG PROJECT NO: ISSUED FOR: DRAWN BY: DATE: 1800 VALLEY VIEW LN, STE 400 FARMERS BRANCH, TX 75234 PHONE 469-857-3151 Bush ARCHITECTS © BUSH ARCHITECTS, LLC - 2020 NOT FOR CONSTRUCTION REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A504 DOOR ELEVATIONS 17-118 Checker 02/26/21 OTP EN T R A D A TO W N O F W E S T L A K E , T X BL O C K M 1/2" = 1'-0"1 FRONT DOOR 1 1/2" = 1'-0"2 FRONT DOOR 2 1/2" = 1'-0"3 FRONT DOOR 3 1/2" = 1'-0"4 FRONT DOOR 4 1/2" = 1'-0"5 FRONT DOOR 5 1/2" = 1'-0"6 CEDAR GATE 1 1/2" = 1'-0"7 CEDAR GATE 2 1/2" = 1'-0"8 GARAGE DOOR 1 1/2" = 1'-0"9 GARAGE DOOR 2 1/2" = 1'-0"10 GARAGE DOOR 3 1/2" = 1'-0"11 GARAGE DOOR 4 1/2" = 1'-0"12 GARAGE DOOR 5 1/2" = 1'-0"13 GARAGE DOOR 6 NO. DESCRIPTION DATE 21 3 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:RES 25-03 Agenda Date:1/6/2025 Agenda #:G.3. TOWN STAFF REPORT RECOMMENDATIONS Discuss,consider and act regarding a Resolution to take appropriate action to amend Resolution 24-52 increasing the Westlake Academy’s contribution towards the Westlake Academy Field Renovation project from five hundred thousand dollars ($500,000)to one million dollars ($1,000,000)and instruct the Town Manager to provide a Letter of Intent and a Purchase Order to Geo Surfaces to begin the project (Mayor Greaves) STAFF:Mayor Kim Greaves BACKGROUND: A group of donors have requested that improvements be made to the Westlake Academy football and soccer fields.Improvements include additions and improvements made to the drainage system,recrowning and adding new live turf,goal posts,soccer goals and irrigation improvements to the football field,and adding synthetic turf,goal posts and soccer goals to the soccer or multipurpose field.There will also be a new scoreboard installed. DISCUSSION: Several donors,the Athletic Director and members of the Westlake Academy Foundation have expressed an interest in making drainage,lighting,and playing surface improvements on the Westlake Academy football and multipurpose fields.The grass playing surfaces are plagued with drainage issues that make the fields unusable for long periods of time after rainstorms.The multipurpose field gets a greater amount of use and therefore ware because it is used as a playground and other school activities.Both playing surfaces are uneven,filled with a mixture of grass and weeds,and could be considered dangerous to athletes and children.The Town has a Westlake Academy fund for campus capital improvements with a balance of $3,234,378,of which $1,118,050 is specifically reserved for improvements to athletic facilities. The staff originally requested that the Town assist the Foundation and the Donors in the rehabilitation of fields as described above in an amount not to exceed $500,000 which was approved by Council.The total price of the project is expected to be $2,139,390 with the difference in funding coming from donations.Other than the field lighting and the temporary top-dressing of the field,the project was not allowed to proceed until donations have been secured to fund the entire project.A donation has already been received and verified by the Foundation for the field lighting and top-dress of the football field. Three bids were obtained for the project with Geo Surfaces and Field Turf being the two finalists.Both total bids were within $15,000 of each other with only minor differences,however Geo Surfaces has a better warranty for both the turf (by 4 years)and the subgrade (by 24 years).With pricing being so close for a $2 million dollar project,and both companies being reputable with good references,the warranty was the deciding factor.Geo Surfaces was also recommended to us by a resident that owns a company that manufactures field lighting poles.Geo Surfaces completes similar projects for NFL and collegiate programs and comes highly Town of Westlake Printed on 1/3/2025Page 1 of 2 powered by Legistar™214 File #:RES 25-03 Agenda Date:1/6/2025 Agenda #:G.3. recommended by other clients. FISCAL IMPACT: Click or tap here to enter text. STAFF RECOMMENDATION: Since the August 5th meeting when RES 24-52 was approved $377,000 has been raised by donors for the project.If the Council wishes to move forward with the project the staff recommends that the scope of the project be lowered to only include the drainage improvements and the synthetic turf installation on the multipurpose field.These are options 2 and 3 in the attached spreadsheet.If the Council chooses to not approve additional dollars towards the project but does approve the decrease in scope,the donors will need to raise an additional $737,688 (Option 2).If Council approves $1,000,000 towards the project donors will need to raise an additional $237,688 to complete the project. Staff does not recommend allocating the entire $1,118,050 to the project as the scope could change with unknowns found during the project. ATTACHMENT(S): Approved Resolution 24-52 including winning bid from Geo Surfaces Proposed Amended Resolution (Redlined Resolution 24-52) to show additional funding Project Spreadsheet with modifications choices TOWN COUNCIL ACTION/OPTIONS: 1)Motion to amend Resolution 24-52 increasing the Town’s Contribution to the Westlake Academy Field Renovation project to $__________ and to instruct the Town Manager to provide a Letter of Intent and PO to begin the project while final donations are raised. 2)Motion to amend with the following stipulations (please state stipulations in motion) 3)Motion to table 4)Motion to deny Town of Westlake Printed on 1/3/2025Page 2 of 2 powered by Legistar™215 216 217 218 219 220 Resolution XX-XX Page 1 of 2 TOWN OF WESTLAKE RESOLUTION NO. XX-XX A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING THE EXPENDITURE AND AWARD A CONTRACT TO GEO SURFACES FOR THE WESTLAKE ACADEMY FIELD RENOVATION PROJECT IN AN AMOUNT NOT TO EXCEED $1,614,688 OF WHICH $614,688 WILL BE REIMBURSED TO THE TOWN BY DONATIONS. WHEREAS, a group of generous donors has expressed a desire for improvements to be made to the Westlake Academy football and soccer fields, including enhancements to the drainage system, , irrigation improvements for the football field, and synthetic turf, goal posts, and soccer goals for the multipurpose field,; and, WHEREAS, concerns have been raised by several donors, the Athletic Director, and members of the Westlake Academy Foundation regarding the current conditions of both fields, which suffer from significant drainage issues, uneven surfaces, and a mixture of grass and weeds that pose safety risks to athletes and children; and, WHEREAS, the Town has a Westlake Academy fund for campus capital improvements with a balance of $3,234,378, including $1,118,050 specifically reserved for athletic facility improvements; and WHEREAS, the Town staff, in collaboration with the Foundation and donors, has identified the need for rehabilitation of the fields with an estimated project cost of $1,614,688 , and is requesting Town assistance not to exceed $1,000,000 towards this endeavor; and WHEREAS, the Town acknowledges that donations have been secured to fund the field lighting and temporary top-dressing of the football field, ensuring that these elements of the project can proceed immediately; WHEREAS, after obtaining three bids for the project, Geo Surfaces has been selected as the preferred vendor due to their competitive pricing and superior warranty terms, including a 12- year warranty on the turf and a 24-year warranty on the subgrade, which were determining factors in their selection; and, NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That all matters stated in the Recitals hereinabove are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: That the Westlake Town Council/Board of Trustees of Westlake Academy 221 Resolution XX-XX Page 2 of 2 does hereby approve the recommended bid for Westlake Academy Football and Soccer Field Renovations to Geo Surfaces for services requested, attached hereto as Exhibit “A”; and further authorize the Town Manager or designee to execute this agreement. SECTION 3: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. SECTION 4: That this Resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 6TH DAY OF JANUARY, 2025. ___________________________________ Kim Greaves, Mayor ATTEST: ________________________________ Dianna Buchanan, Town Secretary APPROVED AS TO FORM: ________________________________ L. Stanton Lowry, Town Attorney 222 Description Amount Description Synthetic Turf and Drainage $1,224,300 Synthetic Turf and Drainage Field Stabilization $300,000 Field Stabilization Top Dress, fertilize, sprinklers $30,750 Top Dress, fertilize, sprinklers Field Lighting and Electrical $59,638 Field Lighting and Electrical Scoreboard Replacement $45,500 New Bleachers Home, move home to visitors $234,800 Sod Natural Grass Field Hybrid Tif Bermuda $460,000 Total Project $2,354,988 Original Allocation $500,000 Original Allocation Donations 377,000 Donations Option 1 Option 2 Delta to be raised or allocated $1,477,988 Option 1 (original )Option 2 (Modified Scope + Original Allocation) 223 Amount Description Amount $1,224,300 Synthetic Turf and Drainage $1,224,300 $300,000 Field Stabilization $300,000 $30,750 Top Dress, fertilize, sprinklers $30,750 $59,638 Field Lighting and Electrical $59,638 $1,614,688 $1,614,688 $500,000 Modified Allocation $1,000,000 377,000 Donations 377,000 Option 3 $737,688 $237,688 Option 2 (Modified Scope + Original Allocation)Option 3 (Modified Scope + Modified Allocation) 224 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:ORD 1017 Agenda Date:1/6/2025 Agenda #:G.4. TOWN STAFF REPORT RECOMENDATIONS Discuss,consider and act to adopt Ordinance 1017 Calling and Ordering the General Election for May 3,2025, for the purpose of electing a Council Member Place 1,Council Member Place 3,and Council Member Place 5 for the two-year term of May 2025 through May 2027;and in conjunction Calling and Ordering a Special Election for May 3,2025,for the purpose of electing Council Member Place 2 for the unexpired term ending May 2026;prescribing time,designating the locations and manner of conducting the election to be in accordance with the Joint Election Agreements for Election Services with Tarrant and Denton Counties;and Authorizing the Town Manager to Execute the Agreements (Dianna Buchanan, Town Secretary) STAFF:Dianna Buchanan, Town Secretary BACKGROUND: The General Election for May 3,2025,must be called by the Town Council for the election of the at-large positions of Council Member Place 1,Council Member Place 3 and Council Member Place 5 for the term May 2025 through May 2027.In conjunction,the Special Election for May 3,2025,must also be called by the Town Council for the election of the-at large position of Council Member Place 2 for the unexpired term through May 2026.The attached ordinance calls the May 3,2025,General and Special Election and authorizes the Town Manager,or designee,to enter into Joint Election Agreements with 1)other Tarrant County Political Subdivisions and contracting with Tarrant County Elections for election services;and 2)other Denton County Political Subdivisions and contracting with Denton County Elections for election services.The policy of contracting with Tarrant County Elections and Denton County Elections to conduct Westlake’s elections continues to be the most cost-effective method to administer the Town’s elections.Tarrant County Elections and Denton County Elections will provide an estimated cost and required deposit amount when the joint election contracts are finalized with all participating entities.After the election is done and final expenses are tallied, any remainder(s) due will be billed to the Town, or any refund due to the Town will be refunded. FISCAL IMPACT: The FY 2025 operating budget includes $6,400 for election expenses. STAFF RECOMMENDATION: Staff recommends that the Town Council approve Ordinance No.1017,Calling and Ordering the May 3,2025 General and Special Election as presented;and authorizing the Town Manager to execute the Joint Election Agreements for Election Services with Tarrant and Denton Counties ATTACHMENT(S) 1)Ordinance No. 1017 Town of Westlake Printed on 1/4/2025Page 1 of 2 powered by Legistar™225 File #:ORD 1017 Agenda Date:1/6/2025 Agenda #:G.4. TOWN COUNCIL ACTION/OPTIONS: 1)Motion to adopt Ordinance 1017, as presented. 2)Motion to amend 3)Motion to table 4)Motion to deny Town of Westlake Printed on 1/4/2025Page 2 of 2 powered by Legistar™226 Ordinance 1017 Page 1 TOWN OF WESTLAKE, TEXAS ORDINANCE NO. 1017 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, CALLING AND ORDERING A GENERAL ELECTION TO BE HELD ON MAY 3, 2025, FOR THE PURPOSE OF ELECTING COUNCIL MEMBERS TO TOWN COUNCIL PLACE 1, TOWN COUNCIL PLACE 3, AND TOWN COUNCIL PLACE 5; AND CALLING AND ORDERING A SPECIAL ELECTION TO BE HELD ON MAY 3, 2025 IN CONJUNCTION WITH THE GENERAL ELECTION, FOR THE PURPOSE OF ELECTING TOWN COUNCIL MEMBER PLACE 2 FOR THE UNEXPIRED TERM THROUGH MAY 2026; PRESCRIBING THE TIME AND DESIGNATING THE LOCATIONS AND MANNER OF CONDUCTING THE ELECTION TO BE IN ACCORDANCE WITH THE JOINT ELECTION AGREEMENTS FOR ELECTION SERVICES WITH TARRANT COUNTY ELECTIONS AND DENTON COUNTY ELECTIONS; AUTHORIZING THE TOWN MANAGER TO EXECUTE THE AGREEMENTS; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas (the “Town”), is a general law municipality located in Tarrant and Denton Counties; and, WHEREAS, Section 41.001 of the Texas Election Code (the “Code”) specifies that the first Saturday in May shall be a “uniform election date” and that a general election may be held on such day; and, WHEREAS, state law requires that a general election be held; and, WHEREAS, the general election for Town Council members of the Town of Westlake is required to be held on May 3, 2025, at which time the voters will elect persons to fill the offices of Town Council Place 1, Town Council Place 3, and Town Council Place 5; and WHEREAS, the special election for the Town of Westlake is being held in conjunction with the general election on May 3, 2025, at which time the voters will elect a person to fill the unexpired term ending May 2026 of Town Council Place 2; and WHEREAS, the Town Council finds that it is in the public interest to enter into a joint election agreement and election services contract with Tarrant County and Denton County to provide the most efficient and convenient voting opportunities; and WHEREAS, the intention of the Town Council, via adoption of this Ordinance, is to call a general and special election, designate a polling place, appoint necessary election officers, establish procedures for conducting the election, and authorize the Town Manager to execute joint election agreements whereby the general and special election will be administered by the Tarrant County and Denton County Elections Administrators. 227 Ordinance 1017 Page 2 NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, THAT: SECTION 1. INCORPORATION. The facts and recitations contained in the above preamble of this Ordinance are hereby incorporated herein for all purposes. SECTION 2. GENERAL ELECTION CALLED. The Town Council hereby calls and orders a General Uniform Election to be held on May 3, 2025, between the hours of 7:00 a.m., and 7:00 p.m., for the purpose of electing Council Members to Town Council Place 1, Town Council Place 3, and Town Council Place 5 for a two-year term each, ending May 2027, or until their successor is duly elected, or appointed, and qualified. Such election shall be conducted in accordance with the provisions of the Code and held via the joint election agreements with both Tarrant County Elections and Denton County Elections, respectively. SECTION 3. SPECIAL ELECTION CALLED. The Town Council hereby calls and orders a Special Election to be held on May 3, 2025, in conjunction with the General Election, between the hours of 7:00 a.m., and 7:00 p.m., for the purpose of electing a Council Member to Town Council Place 2 for the unexpired term ending May 2026, or until their successor is duly elected, or appointed, and qualified. Such election shall be conducted in accordance with the provisions of the Code and held via the joint election agreements with Tarrant County Elections and Denton County Elections, respectively. SECTION 4. APPLICATION FOR A PLACE ON THE BALLOT. Eligible persons wishing to file as candidates must file an application with the Town Secretary of the Town of Westlake at 1500 Solana Blvd., Suite 7200, Bldg. 7, Westlake, Texas, 76262, and may do so beginning at 8:00 a.m., January 15, 2025, and continuing through February 14, 2025, until 5:00 p.m. Each application shall be on a form meeting the requirements of Section 141.031 of the Code. The order in which the names of the candidates are to be printed on the ballot shall be determined by a drawing by the Town Secretary. Notice of the time and place for such drawing shall be given in accordance with State Law. SECTION 5. AGREEMENT WITH DENTON AND TARRANT COUNTIES. Prior to the election, the Town anticipates that it will enter into an agreement for election services with Tarrant County Elections and Denton County Elections. The Town Manager is hereby authorized to execute agreements with Tarrant County Elections and Denton County Elections for the 228 Ordinance 1017 Page 3 conduct of the election in accordance with Chapter 31, Subchapter D of the Code and other applicable statutes and laws. In the event of a conflict between this Ordinance and these agreements, the agreements shall control. SECTION 6. APPOINTMENT OF ELECTION JUDGES AND ALTERNATE ELECTION JUDGES. Election judges for the general election shall be appointed by Tarrant County Elections Administrator and Denton County Elections Administrator, respectively, as authorized by Chapter 271 of the Code. SECTION 7. (a) EARLY VOTING - TARRANT COUNTY. The Tarrant County Elections Administrator is designated the Early Voting Clerk. Additional Deputy Early Voting Clerks may be appointed, as provided in the Tarrant County Joint Election Agreement (“Tarrant Agreement”). (1) Early Voting by personal appearance shall be conducted beginning on April 22, 2025, and continuing through April 29, 2025, at the Tarrant County Main Early Voting site located at 2700 Premier Street, Fort Worth, Texas, 76111, on the following days and times: Date Time Tuesday, April 22 - Friday, April 25 8:00 a.m. - 5:00 p.m. Saturday, April 26 7:00 a.m. - 7:00 p.m. Sunday, April 27 10:00 a.m. - 6 :00 p.m. Monday, April 28 - Tuesday, April 29 7:00 a.m. - 7:00 p.m. Any eligible Tarrant County Registered Voter may cast their vote at any additional early voting location throughout Tarrant County as established by the Tarrant Agreement. If there is any discrepancy between this Ordinance and the Tarrant Agreement as to early voting locations or times, the Tarrant Agreement shall control. (2) Applications for Ballots by Mail (ABBMs) and Federal Post Card Applications (FPCAs) in Tarrant County may be delivered to the Early Voting Clerk, PO Box 961011, Fort Worth, Texas 76161, or Express Courier Delivery, Tarrant County Elections, 2700 Premier Street, Fort Worth, Texas, 76111; Website: https://www.tarrantcountytx.gov/en/elections.html Phone: 817.831.8683; Fax: 817.831.6118; Email: votebymail@tarrantcountytx.gov to be received not later than the close of business on April 22, 2025. The Town Secretary is directed to forward the applications and ballots to the Election Administrator as provided in the Tarrant Agreement. 229 Ordinance 1017 Page 4 (b) EARLY VOTING - DENTON COUNTY. The Denton County Elections Administrator is designated the Early Voting Clerk. Additional Deputy Early Voting Clerks may be appointed as provided in the Denton County Joint Election Agreement (“Denton Agreement”). (1) Early Voting by personal appearance shall be conducted beginning on April 22, 2025, and continuing through April 29, 2025, at the Denton County Main Early Voting site located at 701 Kimberly Dr., Ste. A111, Denton, Texas, 76208, on the following dates and times: Date Time Tuesday, April 22 - Friday, April 25 8:00 a.m. - 5:00 p.m. Saturday, April 26 8:00 a.m. - 5 :00 p.m. Sunday, April 27 11:00 a.m. - 5 :00 p.m. Monday, April 28 - Tuesday, April 29 7:00 a.m. - 7:00 p.m. Any eligible Denton County Registered Voter may cast their vote at any additional early voting location throughout Denton County as established by the Denton Agreement. If there is any discrepancy between this Ordinance and the Denton Agreement as to early voting locations or times, the Denton Agreement shall control. (2) Applications for Ballots by Mail (ABBMs) and Federal Post Card Applications (FPCAs) in Denton County may be delivered to the Early Voting Clerk, P.O. Box 1720, Denton, Texas, 76202; Website: www.votedenton.gov; Phone: 940.349.3200; Fax: 940.349.3201; email: elections@dentoncounty.gov to be received not later than the close of business on April 22, 2025. The Town Secretary is directed to forward the applications and ballots to the Election Administrator as provided in the Denton Agreement. (c) Early voting both by personal appearance and by mail shall be canvassed by the Early Voting Ballot Board established by Denton County under the Denton Agreement and Tarrant County under the Tarrant Agreement. The Presiding Election Judge and the Alternate Presiding Judge will be appointed by the Denton and Tarrant County Election Administrators as permitted by law. The Presiding Election Judge shall appoint elections clerks as may be necessary for the proper conduct of the election. The Presiding Election Judge, or the Alternative Election Judge, in the absence of the Presiding Election Judge, and the election clerks shall constitute the Early Voting Ballot Board to process early voting results from the election. The Presiding Election Judge and the Alternate Election Judge must be eligible to serve in accordance with state law , and the election clerks shall be qualified voters of the Town. To the extent required by law, those persons designated by Denton and Tarrant Counties as election officers and clerks are hereby appointed by the Town. 230 Ordinance 1017 Page 5 SECTION 8. (a) METHOD OF VOTING – DENTON COUNTY. Voting in Denton County shall be conducted using Denton County’s Hart lnterCivic Verity Voting System. All expenditures necessary for the conduct of the election, the purchase of materials therefore, and the employment of all election officials are hereby authorized and shall be conducted in accordance with the Code. (b) METHOD OF VOTING – TARRANT COUNTY. Voting in Tarrant County shall be conducted using Tarrant County’s Hart lnterCivic Verity Voting System. All expenditures necessary for the conduct of the election, the purchase of materials therefore, and the employment of all election officials are hereby authorized and shall be conducted in accordance with the Code. SECTION 9. GOVERNING LAW AND QUALIFIED VOTERS. The election shall be held in accordance with the Constitution of the State of Texas and the Code, and all resident qualified voters of the Town shall be eligible to vote at the election. SECTION 10. PUBLICATION AND POSTING OF NOTICE OF ELECTION. Notice of the election shall be published in accordance with Chapter 4 (Sec 4.003) of the Code. SECTION 11. NECESSARY ACTIONS. The Mayor and the Town Secretary, in consultation with the Town Attorney, are hereby authorized and directed to take any and all actions necessary to comply with the provisions of federal and state law in carrying out and conducting the election, whether or not expressly authorized herein. Tarrant County Elections and Denton County Elections are hereby authorized to make such submissions as are necessary to the United States Justice Department to seek pre-clearance for any changes in voting practices as authorized by the Voting Rights Act of 1965, as amended. SECTION 12. SEVERABILITY CLAUSE. It is hereby declared to be the intention of the Town Council that the sections, paragraphs, sentences, clauses and phrases of this order are severable and if any phrase, clause, sentence, paragraph, or section shall be declared invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this order, since the same would have been enacted by the Town Council without the incorporation in this order of any such invalid or unconstitutional phrase, clause, sentence, paragraph or section. 231 Ordinance 1017 Page 6 EFFECTIVE DATE. This Ordinance shall be effective immediately upon adoption. PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, THIS 6TH DAY OF JANUARY 2025. APPROVED: _____________________________ Kim Greaves, Mayor ATTEST: ____________________________ Dianna Buchanan, Town Secretary APPROVED AS TO FORM: _____________________________ L. Stanton Lowy, Town Attorney 232 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:25-16 Agenda Date:1/6/2025 Agenda #:G.5. TOWN STAFF REPORT RECOMMENDATIONS Consider and act to excuse Mayor and Council absence(s), if any. Town of Westlake Printed on 1/3/2025Page 1 of 1 powered by Legistar™233 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:25-05 Agenda Date:1/6/2025 Agenda #:H.1. TOWN STAFF REPORT RECOMMENDATIONS Section 551.087: Deliberation regarding Economic Development Negotiations to deliberate the offer of a financial or other incentive to a business prospect. Town of Westlake Printed on 1/3/2025Page 1 of 1 powered by Legistar™234 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:25-11 Agenda Date:1/6/2025 Agenda #:H.2. TOWN STAFF REPORT RECOMMENDATIONS Section 551.074(1):Deliberation regarding Personnel Matters -to deliberate the appointment,employment, evaluation, reassignment, duties, of a public officer or employee: Planning and Zoning Commission Town of Westlake Printed on 1/3/2025Page 1 of 1 powered by Legistar™235 Town of Westlake Staff Report 1500 Solana Blvd Building 7, Suite 7100 Westlake, TX 76262 File #:25-15 Agenda Date:1/6/2025 Agenda #:H.3. TOWN STAFF REPORT RECOMMENDATIONS Section 551.071: Consultation with and legal advice from the Town Attorney regarding pending litigation - Vertical Bridge v. Town of Westlake Town of Westlake Printed on 1/3/2025Page 1 of 1 powered by Legistar™236