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HomeMy WebLinkAboutCouncil Provided Information - 9/9/2025COUNCIL STAFF REPORT CITY COUNCIL of SALT LAKE CITY TO:City Council Members FROM: Nick Tarbet, Policy Analyst DATE: September 9, 2025 RE:Development Agreement for the Delta Center Parking Garage PROJECT TIMELINE: Briefing: September 2, 2025 Set Date: August 19, 2025 Public Hearing: Sept 2, 2025 Potential Action: Sept 9, 2025 NEW INFORMATION During the September 2 work session briefing the Council discussed the five conditions forwarded by the Planning Commission for the Council to consider. During that discussion, the Council expressed support for providing more specificity to the conditions 1, 3 and 5 forwarded by the Planning Commission. 1. Additional visual interest be incorporated along the retaining walls at the base of the structure’s street facing facades and identified in the plan set prior to adoption of the development agreement. 3. The applicant includes substantial bicycle parking on the property in close proximity to the primary entrances of the arena as determined by staff. 5. The applicant works with staff to create a larger landscape buffer as possible. Additionally, questions were also raised about how to ensure the conditions are legally met. Based on that discussion, Smith Entertianment Group (SEG) representatives and City staff included the following concepts for the Council to consider adding to the final development agreement. 1.Bicycle parking - SEG will build three bike racks on the block, with a capacity of 15 at each location. 2.Landscaping - SEG will design and plant Lanscaping such as trees shrub/bushes along 100 south and 400 west pursuant to the exhibit B of the development agreement. 3.Visual activation of the 100 S/400 W - SEG would provide up to $50,000 in funds to be used to visually activate the 400 W/100 S by way of public art or other similar features, in Page | 2 consultation with the City Arts Council and Planning Department. The funding for the art will not come from the Public Benefit Ticket Fee as agreed to in the participation agreement. 4.Ensuring compliance with the development agreement - Failure to comply with the development agreement would result in daily fines. The Council is tentatively scheduled to consider taking action on September 9. The following information was provided for the September 2 work session briefing. It is provided again for background purposes. ISSUE AT-A-GLANCE The Council will receive a briefing about a proposal that would approve a Development Agreement for the construction of the Delta Center parking garage at approximately 301 West South Temple. The proposal includes the construction of a seven-story (~95 feet) parking garage with approximately 450 parking stalls at the southwest corner of the site, which is intended to provide parking for patrons of the Delta Center Arena and improve the site's functionality. The applicant is requesting approval of the development agreement associated with the project, which establishes specific rules for constructing the parking garage at the Delta Center Arena. If approved, the proposed development agreement could supersede several of the City's rules and regulations. The public hearing has been set for September 2, 2025. The work session briefing and public hearing will both be held that day. The location has long been used as loading/receiving dock and parking access for the building. The proposed parking garage will include a below-grade loading dock for larger vehicles and secured access for authorized personnel. Access into the garage will be from both 100 South and 400 west. The Planning Commission voted 5:2 to forward a recommendation of approval with the conditions 1-4 as listed below, with a modification to condition 3 and the addition of condition 5. 1. Additional visual interest be incorporated along the retaining walls at the base of the structure’s street facing facades and identified in the plan set prior to adoption of the development agreement. 2. The applicant replaces the proposed woven wire mesh screening material on the street facing facades of the loading area with screening materials similar to or consistent with the perforated aluminum panels proposed for the upper levels of the structure prior to adoption of the development agreement. 3. The applicant includes substantial bicycle parking on the property in close proximity to the primary entrances of the arena as determined by staff. 4. Final details regarding site plan requirements be provided in the plan set prior to adoption of the Development Agreement. 5. The applicant works with staff to create a larger landscape buffer as possible. Smith Entertainment Group provided responses to the Planning Commission’s recommendations. They can be found in Attachment B – Applicant Response to Planning Commission Recommendations POLICY QUESTIONS The Council may wish to discuss with planning staff and the applicant how the recommendations from the Planning Commission outlined above would be incorporated into the development. Page | 3 Some questions have been raised about activating the street level portion of the block where the parking garage will be located, the southwest corner. o The Council may wish to ask Planning staff how the parking garage fits into the overall development of the block and how if there are ways to improve the pedestrian experience in this corner of the block. Some Council Members have raised the question about encouraging other modes of transportation when people attend events at the Delta Cetner block, including bicycling. One of the Planning Commission’s recommendations included “substantial bicycle parking on the property” o The Council may wish to ask the planning staff and the applicant how they intend to incorporate this recommendation into the development of the block. i MASTER DEVELOPMENT AGREEMENT FOR THE JAZZ ARENA PARKING GARAGE ii TABLE OF CONTENTS 1. Incorporation of Recitals and Exhibits/ Definitions ........................................................................................ 2 1.1 Incorporation .......................................................................................................................................... 2 1.2 Definitions ............................................................................................................................................. 2 2 Effect of MDA ................................................................................................................................................ 3 3 Development of the Project ............................................................................................................................. 3 3.1 Compliance with this MDA ................................................................................................................... 3 3.2 Approved Plans ...................................................................................................................................... 3 4 Zoning and Vested Rights ................................................................................................................................ 4 4 Zoning and Vested Rights ................................................................................................................................ 4 5 Term of Agreement ......................................................................................................................................... 5 6 Default ............................................................................................................................................................. 5 6.1 Notice ..................................................................................................................................................... 5 6.2 Contents of the Notice of Default .......................................................................................................... 5 6.3 Remedies................................................................................................................................................ 5 6.4 Extended Cure Period ............................................................................................................................ 5 7 Dispute Resolution .......................................................................................................................................... 5 7.1 Meet and Confer regarding Disputes ..................................................................................................... 5 7.2 Mediation of Disputes ............................................................................................................................ 5 8 Notices............................................................................................................................................................. 6 8.1 Effectiveness of Notice ......................................................................................................................... 6 9 Administrative Modifications .......................................................................................................................... 7 9.1 Allowable Administrative Applications ................................................................................................ 7 9.2 Application to Administrator ................................................................................................................. 7 9.3 Administrator’s Review of Administrative Modification ...................................................................... 7 9.4 Appeal of Administrator’s Denial of Administrative Modification ....................................................... 7 10 Estoppel Certificate .................................................................................................................................... 7 10 Estoppel Certificate .................................................................................................................................... 7 11 Attorney’s Fees .......................................................................................................................................... 7 12 Headings ..................................................................................................................................................... 7 13 No Third-Party Rights/No Joint Venture ................................................................................................... 7 14 Assignability .............................................................................................................................................. 7 14.1 Assignees Bound by MDA .................................................................................................................... 8 14.2 Recorded Notice .................................................................................................................................... 8 15 No Waiver .................................................................................................................................................. 8 iii 16 Further Documentation .............................................................................................................................. 8 17 Severability ................................................................................................................................................ 8 18 Force Majeure ............................................................................................................................................ 8 19 Time is of the Essence .......................................................................................................................... 8 20 Appointment of Representatives ................................................................................................................ 8 21 Rights of Access ......................................................................................................................................... 8 22 Mutual Drafting .......................................................................................................................................... 8 23 Applicable Law .......................................................................................................................................... 8 24 Venue ......................................................................................................................................................... 9 25 Entire Agreement ....................................................................................................................................... 9 26 Recordation and Running with the Land.................................................................................................... 9 27 Authority .................................................................................................................................................... 9 28 Covenant of Good Faith and Fair Dealing ................................................................................................. 9 29 REPRESENTATION REGARDING ETHICAL STANDARDS FOR CITY OFFICERS AND EMPLOYEES AND FORMER CITY OFFICERS AND EMPLOYEES .............................................................. 9 30 GOVERNMENT RECORDS ACCESS AND MANAGEMENT ACT .................................................... 9 1 MASTER DEVELOPMENT AGREEMENT FOR THE JAZZ ARENA PARKING GARAGE This MASTER DEVELOPMENT AGREEMENT (“Agreement” or “MDA”) is made and entered as of the 9th day of September, 2025, by and between Salt Lake City Corporation, a municipal corporation and political subdivision of the State of Utah (“City”); the Community Reinvestment Agency of Salt Lake City formerly known as the Redevelopment Agency of Salt Lake City (“CRA”); and the Jazz Arena Investors LLC, a Utah limited liability company (“Master Developer”). RECITALS A. The capitalized terms used in these Recitals are defined above and in Section 1.2, below. B. Master Developer is developing the Property, which is owned by CRA. C. Development of the Property will include the Parking Garage and Façade as defined in this MDA. D. Development of the Project pursuant to this MDA is acknowledged by the Parties to be consistent with LUDMA and to operate for the benefit of the City, the Master Developer, the CRA, and the general public. E. The Parties acknowledge that development of the Property pursuant to this MDA will result in orderly development of the Parking Garage, Façade and related improvements and increasing property tax and other revenues to the City based on improvements to be constructed on the Property. F. Development of the Property pursuant to this MDA will also result in significant benefits to the Master Developer, by providing assurances to the Master Developer that it will have the ability to develop the Parking Garage and Façade in accordance with this MDA. G. The Master Developer and the City have cooperated in the preparation of this MDA. H. The Parties desire to enter into this MDA to specify the rights and responsibilities of the Master Developer to develop the Project as expressed in this MDA and the rights and responsibilities of the City to allow and regulate such development pursuant to the requirements of this MDA. I. The Parties understand and intend that this MDA is a “development agreement” within the meaning of, and entered into pursuant to the terms of, Utah Code §§ 10-9a-102(18) and -532 (2025). J. This MDA was considered by the Planning Commission and recommended for approval on August 13, 2025. K. On September 2, 2025, the City Council held a public hearing and, on September 9, 2025, approved this Agreement by the adoption of Ordinance # ______. NOW, THEREFORE, in consideration of the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby conclusively acknowledged, the City and the Master Developer hereby agree to the following: 2 TERMS 1. Incorporation of Recitals and Exhibits/ Definitions. 1.1. Incorporation. The foregoing Recitals and Exhibits “A” – “B” are hereby incorporated into this MDA. 1.2. Definitions. As used in this MDA, the following terms, phrases, words, and their derivations shall have the meaning given herein where capitalized in this MDA. Words not defined herein shall have the same meaning as provided by Title 21A of Salt Lake City Code. When consistent with the context, words used in the present tense include the future, words in the plural number include the singular number, words in the singular number include the plural number, and the use of any gender shall apply to all genders whenever the context requires. The words “shall” and “will” are mandatory and the word “may” is permissive. References to governmental entities (whether persons or entities) refer to those entities or their successors in authority. If specific provisions of law referred to herein are renumbered, then the reference shall be read to refer to the renumbered provision. 1.2.1. Administrative Modifications means those modifications to this MDA that can be approved by the Administrator pursuant to Section 11. 1.2.2. Administrator means the Planning Director. 1.2.3. Applicant means a person or entity submitting a Development Application. 1.2.4. Buildout means the completion of all of the Parking Garage and Façade in accordance with the approved plans. 1.2.5. Canopy means a canopy over portions of the upper level of the Parking Garage to protect cars and guests from inclement weather as more fully specified in the Plans, Exhibit “B”. 1.2.6. City means Salt Lake City Corporation, a municipal corporation and political subdivision of the State of Utah. 1.2.7. City’s Vested Laws means the Zoning Ordinance of Salt Lake City, Title 21A, in effect at the time that the complete Development Application was submitted. 1.2.8. Council means the elected City Council of the City. 1.2.9. Default means a material breach of this MDA. 1.2.10. Development means the development of the Project pursuant to an approved Development Application. 1.2.11. Development Application means the application for this MDA which is referenced in the City’s Planning system as PLNPCM2025-00619. 1.2.12. Dispute means any disagreement between the Parties regarding the administration or implementation of the MDA, including but not limited to a Default. 1.2.13. Dispute Resolution Process means the non-exclusive processes for resolving any Dispute as specified in Section 9. 1.2.14. Façade means the façade for the Parking Garage, subset of the whole Project, 3 as illustrated and generally specified in Exhibit B. 1.2.15. LUDMA means the Land Use, Development, and Management Act, Utah Code §§ 10-9a-101, et seq. (2025). 1.2.16. Notice means any notice to or from any Party to this MDA that is either required or permitted to be given to another party. 1.2.17. Master Developer means Jazz Arena Investors LLC. 1.2.18. MDA means this Master Development Agreement including all of its Exhibits. 1.2.19. Parking Garage means the Parking Garage, a subset of the whole Project, as illustrated and generally specified in Exhibit B. 1.2.20. Parties means the Master Developer, CRA and the City. 1.2.21. Party means the Master Developer, CRA or the City individually. 1.2.22. Plans means the size, design, location and materials of the Project as illustrated on Exhibit “B”. 1.2.23. Project means the complete and full development of the Parking Garage, Canopy, and the Façade, as well as the bicycle parking, landscaping, and visual activation elements as discussed in Subsections 3.3, 3.4, and 3.5 of this Agreement. 1.2.24. Property means the approximately nine and eighteen hundredths (9.18) acres as illustrated on Exhibit “B” and legally described in Exhibit “A”, where the Project is located. 2. Effect of MDA. This MDA is of limited scope and applicable only to the Project. This MDA does not satisfy the obligation of Master Developer’s affiliates, SEG Real Estate LLC and Smith Entertainment Group, LLC, pursuant to that certain Participation, Tax Sharing, and Reimbursement Agreement dated December 10, 2024 (the “Participation Agreement”), to enter into a “Development Agreement” as defined in the Participation Agreement. 3. Development of the Project. 3.1. Compliance with this MDA. Development of the Project shall be in accordance with the City’s Vested Laws as modified by this MDA. 3.2. Approved Plans. Notwithstanding anything to the contrary in the City’s Vested Laws, Master Developer is entitled to construct the Project in strict accordance with the Plans, subject to any approved Administrative Modifications as provided in Section 8. This MDA approves the Plans for purposes of the City’s Vested Laws, but no other regulations, including building code, fire code, and public utilities. The Project shall obtain all required permits and shall be subject to the City’s standard plan review process. 3.3. Bicycle Parking. Master Developer shall provide and install a bicycle rack at each of the following Property corners as generally illustrated on Exhibit B, and prior to issuance of a certificate of occupancy: the northwest corner, the northeast corner, and the southeast corner. The exact locations of said bicycle racks is to be determined in consultation with the City’s Planning and Transportation engineering staff. Each bicycle rack shall provide space for at least 15 bicycles whereby the bicycle frame, not the tires, may be locked to the rack. 4 3.4. Landscaping of 100 South and 400 West. Master Developer shall provide enhanced landscaping along 100 South and 400 West as shown on Exhibit “B”. 3.5. Visual Activation of 100 South and 400 West. Master Developer shall provide a minimum of at least $75,000 in funds to be used to “visually activate” the 400 West and 100 South frontages by way of public art or other similar features to be designed in consultation with the City Planning Department and the City Art Council. The minimum amount of at least $75,000 shall not be funded through the Public Benefit Ticket Fee as agreed to in Subsection 3.3(a) of the Participation, Tax Sharing & Reimbursement Agreement between the City, SEG Real Estate LLC and Smith Entertainment Group (recorded by the Salt Lake City Recorder’s Office on December 10, 2024). 3.6. Completion. Master Developer agrees to comply with and complete installation of the items and improvements in Subsections 3.3 through 3.5 no later than December 31, 2031, or upon completion of the improvements to the Delta Center Arena (“Arena”) contemplated by the Participation Agreement, provided a building permit for exterior renovation to the Arena has been issued by December 31, 2029. If Master Developer determines it cannot complete installation of the items and improvements in Subsections 3.3 through 3.5 by December 31, 2031, Master Developer may request an extension from the City. 3.6.1. Extensions and Liquidated Damages. The City may determineif an extension of time for completion is warranted. This Agreement does not, nor does any other verbal or written agreement with Master Developer, give Master Developer a right to an extension for completion of the installation of the items and improvements in Subsections 3.3 through 3.5. If it is determined an extension of time for completion is warranted, the City may grant an extension of time in accordance with Subsections 3.6.2 through 3.6.4. 3.6.2. Extension 1: Beginning January 1, 2032 and ending on or before June 31, 2032. Master Developer agrees to pay the City $100 per day until the date of completion (of installation of the items and improvements in Subsections 3.3 through 3.5), or June 31, 2032, whichever occurs first. 3.6.3. Extension 2: Beginning July 1, 2032 and ending on or before December 31, 2032. Master Developer agrees to pay the City $200 per day until the date of completion (of installation of the items and improvements in Subsections 3.3 through 3.5), or December 31, 2032, whichever occurs first. 3.6.4. Extension 3: Beginning January 1, 2033 and ending on or before December 31, 2033, Master Developer agrees to pay the City $400 per day until the date of completion (of installation of the items and improvements in Subsections 3.3 through 3.5), or December 31, 2033, whichever occurs first. 4. Non-compliance. Failure to comply with the terms of this Agreement will result in the City’s pursuit of any and all remedies provided by law and those in Subsections 3.6.1 through 3.6.4. and Section 7 of the Agreement. 5. Maintenance Obligations. The Project, the Property, and the improvements installed pursuant to Subsections 3.3 through 3.5 (together referred to as “the improvements”) shall all be maintained by Master Developer, or its successor, in perpetuity. This maintenance obligation shall survive termination or expiration of this Agreement, upon installation of the improvements. 6. Zoning and Vested Rights. This MDA does not grant the Master Developer or any Applicant any “vested rights” in Utah common law or Utah Code 10-9a-509. Rather, the Project shall comply with all 5 applicable laws and regulations in Salt Lake City Code. Only to the extent the Plans do not comply with the City’s Vested Laws is a waiver hereby given to such regulations. 7. Term of Agreement. The term of this MDA shall be until December 31, 2031 (unless extended in accordance with Subsections 3.6.1 through 3.6.4 above), or upon the issuance of a certificate of occupancy for the Project, whichever occurs first. 8. Default. 8.1. Notice. If the Master Developer or the City fails to perform their respective obligations hereunder or to comply with the terms hereof, the Party believing that a Default has occurred shall provide Notice to the other Party. 8.2. Contents of the Notice of Default. The Notice of Default shall: 8.2.1. Specific Claim. Specify the claimed event of Default; 8.2.2. Applicable Provisions. Identify with particularity the provisions of any applicable law, rule, regulation, or provision of this MDA that is claimed to be in Default; 8.2.3. Cure Deadline. The City shall specify a time for Master Developer or Applicant to cure the Default which shall be of no less than thirty (30) days duration, except in case of emergency. 8.2.4. Appeal Process. The City shall specify the process to appeal the Notice of Default in accordance with Salt Lake City Code Chapter 21A.16 or its successor. 8.3. Remedies. If the Parties are not able to resolve a Default, then the Parties may have the following remedies: 8.3.1. Law and Equity. All rights and remedies available in law and equity including, but not limited to, injunctive relief and/or specific performance. 8.3.2. Security. The right to draw on any security posted or provided in connection with the Project and relating to remedying of the particular Default. 8.3.3. Zoning Enforcement. The City shall have the remedies set forth in Salt Lake City Code Chapter 21A.20, or its successor. 8.4. Extended Cure Period. Except in case of an emergency, if any Default cannot be reasonably cured within thirty (30) days, then such cure period shall be extended so long as the defaulting Party is pursuing a cure with reasonable diligence, but in no event may exceed one hundred and eighty (180) days. The burden of proof of reasonable diligence shall be on the defaulting Party. 9. Dispute Resolution. Any Dispute arising from this Agreement, including from Subsections 3.3, 3.4 and 3.5, may be resolved as follows: 9.1. Meet and Confer regarding Disputes. The City and Applicant shall meet within fifteen (15) business days of any Dispute to resolve the issues specified in the Dispute. 9.2. Mediation of Disputes. 9.2.1. Optional Mediation Process. If the City and the Applicant are unable to resolve a Dispute the parties may attempt within ten (10) business days after 6 a written request for mediation to appoint a mutually acceptable mediator. The Parties shall equally share the cost of mediation. The chosen mediator shall within fifteen (15) business days, review the positions of the Parties regarding the Dispute and promptly attempt to mediate the Dispute between the Parties. If the Parties are unable to reach agreement, the mediator shall notify the Parties in writing of the resolution that the mediator deems appropriate. The mediator's opinion shall not be binding on the Parties. 10. Notices. All notices required or permitted under this Agreement shall, in addition to other means of transmission, be given in writing by certified mail and regular mail to the following address: To Master Developer: Jazz Arena Investors LLC Attn: Mr. Jim Olson 1420 South 500 West Salt Lake City, UT 84115 With a Copy to: General Counsel 1420 South 500 West Salt Lake City, UT 84115 legal@teamseg.com With a Copy to: Bruce R. Baird, Esq. Bruce R. Baird PLLC 2150 South 1300 East, Fifth Floor Salt Lake City, UT 84106 bbaird@difficultdirt.com To City: Salt Lake City Attn: Planning Director 451 South State Street Salt Lake City, UT 84111 With a Copy to: Salt Lake City Attorney 451 South State Street Salt Lake City, UT 84111 10.1. Effectiveness of Notice. Except as otherwise provided in this MDA, each Notice shall be effective and shall be deemed delivered on the earlier of: 10.1.1. Hand Delivery. The day it is delivered personally or by courier service. 10.1.2. Electronic Delivery. Its actual receipt if delivered electronically by email provided that a copy of the email is printed out in physical form and mailed or personally delivered as set forth herein on the same day and the sending party has an electronic receipt of the delivery of the Notice. If the copy is not sent on the same day, then notice shall be deemed effective the date that the mailing or personal delivery occurs. 10.1.3. Mailing. On the day the Notice is postmarked for mailing, postage prepaid, by First Class or Certified United States Mail and actually deposited in or delivered to the United States Mail. Any Party may change its address for 7 Notice under this MDA by giving written Notice to the other Party in accordance with the provisions of this Section. 11. Administrative Modifications. 11.1. Allowable Administrative Applications: Only minor modifications of the Plans (and no terms of this Agreement) may be considered and approved by the Administrator. Such minor modifications include minor changes to the size set forth in the Plans. Minor size changes are dimensional changes of elements of the Project that are no greater than 10%. Changes to the overall design or location shall not be minor. The Administrator shall have the sole, unappealable, discretion to decide if a request by Master Developer constitutes a minor modification subject to this section. If the Administrator determines that a request is not a minor modification, then such request shall be processed as an amendment to this Agreement requiring review by both the Salt Lake City Planning Commission and City Council. 11.1.1. Materials Specifications. Exhibit “B” specifies the materials that will be used for the Project. Any modifications or changes to the materials specified in Exhibit B is not a minor modification, therefore, is not an Administrative Modification. 11.2. Application to Administrator. Applications for Administrative Modifications may only be requested by the Master Developer and shall be filed with the Administrator. Any and all applications for Administrative Modifications must comply with the requirements in Salt Lake City Code 21A.59.030. 11.3. Administrator’s Review of Administrative Modification. The Administrator shall consider and decide upon the Administrative Modification within a reasonable time not to exceed forty-five (45) days from the date of submission of a complete application for an Administrative Modification. If the Administrator approves the Administrative Modification, the Administrator shall memorialize such approval against the applicable portion of the Property in the official City records. 11.4. Appeal of Administrator’s Denial of Administrative Modification. If the Administrator denies any proposed Administrative Modification, the Master Developer may seek approval of such modification as an amendment to this Agreement, which shall require review by both the Salt Lake City Planning Commission and City Council. 12. Estoppel Certificate. If the Master Developer is not, in fact, in default then, upon twenty (20) days prior written request by the Master Developer, the City will execute an estoppel certificate to any third party certifying that the Master Developer, as the case may be, at that time is not in default of the terms of this Agreement. 13. Attorney’s Fees. Each Party is solely responsible for its own costs of any legal fees and costs, including attorneys fees related to or resulting from this Agreement, with the exception of any shared mediation costs per Section 9 of this Agreement. 14. Headings. The captions used in this MDA are for convenience only and are not intended to be substantive provisions or evidence of intent. 15. No Third-Party Rights/No Joint Venture. This MDA does not create a joint venture relationship, partnership or agency relationship between the City and the Master Developer. Further, the Parties do not intend this MDA to create any third-party beneficiary rights. 16. Assignability. The rights and responsibilities of the Master Developer under this MDA may be assigned in whole or in part by the Master Developer with the written consent of the City as provided herein. 8 16.1. Assignees Bound by MDA. Any assignee shall consent in writing to be bound by the assigned terms and conditions of this MDA as a condition precedent to the effectiveness of the assignment. 16.2. Recorded Notice. An instrument shall be recorded specifying the material details of any assignment approved in accordance with this Section. The recorded instrument shall be signed by the Master Developer and the assignee. The City shall also sign acknowledging that it has notice of the assignment and that the recorded instrument complies with this subsection. 17. No Waiver. No waiver of any of the terms of this Agreement shall be valid unless in writing and expressly designated as such. Any forbearance or delay on the part of either Party in enforcing any of its rights as set forth in this Agreement shall not be construed as a waiver of such right for such occurrence or any other occurrence. Any waiver by either party of any breach of any kind or character whatsoever by the other shall not be construed as a continuing waiver of, or consent to any subsequent breach of this Agreement. 18. Further Documentation. This MDA is entered into by the Parties with the recognition and anticipation that subsequent agreements implementing and carrying out the provisions of this MDA may be necessary. The Parties shall negotiate in good faith with respect to all such future agreements. 19. Severability. If any provision of this MDA is held by a court of competent jurisdiction to be invalid for any reason, the Parties consider and intend that this MDA shall be deemed amended to the extent necessary to make it consistent with such decision and the balance of this MDA shall remain in full force and affect. 20. Force Majeure. Any prevention, delay or stoppage of the performance of any obligation under this Agreement which is due to strikes, labor disputes, inability to obtain labor, materials, equipment or reasonable substitutes therefor; acts of nature, governmental restrictions, regulations or controls, judicial orders, enemy or hostile government actions, wars, civil commotions, fires or other casualties or other causes beyond the reasonable control of the Party obligated to perform hereunder shall excuse performance of the obligation by that Party for a period equal to the duration of that prevention, delay or stoppage. 21. Time is of the Essence. Time is of the essence to this MDA, and every right or responsibility shall be performed within the times specified. 22. Appointment of Representatives. To further the commitment of the Parties to cooperate in the implementation of this MDA, the City and the Master Developer each shall designate and appoint a representative to act as a liaison between the City and its various departments and the Master Developer. The initial representative for the City shall be the Planning Division Director. The initial representative for the Master Developer shall be Jim Olson. The Parties may change their designated representatives by Notice. The representatives shall be available at all reasonable times to discuss and review the performance of the Parties to this MDA and the development of the Project. 23. Rights of Access. The City Engineer and other representatives of the City shall have a reasonable right of access to the Property, and all areas of development or construction done pursuant to this MDA during development and construction, to inspect or observe the work on the improvements and to make such inspections and tests as are allowed or required under the City regulations. 24. Mutual Drafting. Each Party has participated in negotiating and drafting this MDA and therefore no provision of this MDA shall be construed for or against either party based on which Party drafted any particular portion of this MDA. 25. Applicable Law. This MDA is entered into in Salt Lake City in the State of Utah and shall be 9 construed in accordance with the laws of the State of Utah irrespective of Utah’s choice of law rules. 26. Venue. Any action to enforce this MDA shall be brought only in the Third District Court for the State of Utah, Salt Lake City. 27. Entire Agreement. This MDA, and all Exhibits thereto, is the entire agreement between the Parties and may not be amended or modified except either as provided herein or by a subsequent written amendment signed by all Parties. 28. Recordation and Running with the Land. This MDA shall be recorded in the chain of title for the Property. This MDA shall be deemed to run with the land. 29. Authority. The Parties to this MDA each warrant that they have all of the necessary authority to execute this MDA. Specifically, on behalf of the City, the signature of the Mayor is affixed to this MDA lawfully binding the City pursuant to Ordinance No. ___ adopted by the City Council on September 9, 2025. 30. Covenant of Good Faith and Fair Dealing. Each Party shall use its best efforts and take and employ all necessary actions in good faith consistent with this Agreement to ensure that the rights secured by the other Party through this Agreement can be enjoyed. 31. REPRESENTATION REGARDING ETHICAL STANDARDS FOR CITY OFFICERS AND EMPLOYEES AND FORMER CITY OFFICERS AND EMPLOYEES. Master Developer represents that it has not: (1) provided an illegal gift or payoff to a City officer or employee or former City officer or employee, or his or her relative or business entity; (2) retained any person to solicit or secure this contract upon an agreement or understanding for a commission, percentage, or brokerage or contingent fee, other than bona fide employees or bona fide commercial selling agencies for the purpose of securing business; (3) knowingly breached any of the ethical standards set forth in City's conflict of interest ordinance, Chapter 2.44, Salt Lake City Code; or (4) knowingly influenced, and hereby promises that it will not knowingly influence, a City officer or employee or former City officer or employee to breach any of the ethical standards set forth in City's conflict of interest ordinance, Chapter 2.44, Salt Lake City Code. 32. GOVERNMENT RECORDS ACCESS AND MANAGEMENT ACT. City is subject to the requirements of the Government Records Access and Management Act, Chapter 2, Title 63G, Utah Code Annotated or its successor (“GRAMA”). All materials submitted by Master Developer pursuant to this Agreement are subject to disclosure unless such materials are exempt from disclosure pursuant to GRAMA. The burden of claiming an exemption from disclosure shall rest solely with Master Developer. Any materials for which Master Developer claims a privilege from disclosure shall be submitted marked as “Business Confidential” and accompanied by a concise statement of reasons supporting Master Developer’s claim of business confidentiality. City will make reasonable efforts to notify Master Developer of any requests made for disclosure of documents submitted under a claim of business confidentiality. Master Developer may, at Master Developer’s sole expense, take any appropriate actions to prevent disclosure of such material. Master Developer specifically waives any claims against City related to disclosure of any materials required by GRAMA. IN WITNESS WHEREOF, the parties hereto have executed this Agreement by and through their respective, duly authorized representatives as of _________________, 2025. 10 TABLE OF EXHIBITS Exhibit “A” Legal Description of The Property Exhibit “B” Plans [signatures on following pages] 11 CITY: ATTEST: SALT LAKE CITY CORPORATION, a political subdivision of the State of Utah By: _____________________________ By: _______________________________ Salt Lake City Recorder Mayor Erin Mendenhall Approved as to form: ________________________________ City Attorney’s Office Date:____________________________ STATE OF UTAH ) :ss COUNTY OF SALT LAKE ) This instrument was acknowledged before me this _____ day of ______________, 2025, by Erin Mendenhall, Mayor of Salt Lake City Corporation, a political subdivision of the State of Utah. WITNESS my hand and official seal. ___________________________ Notary Public [CRA SIGNATURE BLOCK TO BE ADDED] 12 MASTER DEVELOPER JAZZ ARENA INVESTORS LLC A Utah limited liability company , Manager MASTER DEVELOPER ACKNOWLEDGMENT STATE OF UTAH ) :ss COUNTY OF SALT LAKE ) On the ____ day of __________, 2025, personally appeared before me duly sworn, did say that he is the Manager of JAZZ ARENA INVESTORS LLC, a Utah limited liability company, and that the foregoing instrument was duly authorized by the company at a lawful meeting held by authority of its operating agreement and signed in behalf of said company. NOTARY PUBLIC i EXHIBIT A LEGAL DESCRIPTION OF PROPERTY ii BEG AT THE NE COR OF BLK 79, PLAT A, SLC SUR; S 0°13'31" W 660.36 FT; N 89°46'55" W 660.70 FT; N 0°14'38" E 390.25 FT; N 45°16'17" E 382.34 FT; S 89°46'56" E 390.01 FT TO BEG. (BEING PT OF LOTS 4 & 5 & ALL OF LOTS 1 THRU 3 & 6 THU 8, BLK 79, PLAT A, SLC SUR). 9.176 AC M OR L. 5918-838 6175-1443 6227-1454,1482 iii EXHIBIT B PLANS [Approved Plans to be inserted here] PROJECT TEAMWALTER P. MOORE AND ASSOCIATES, INC.ARCHITECT / PARKINGWALTER P. MOORE AND ASSOCIATES, INC. STRUCTURAL ENGINEERHORROCKSCIVIL & LANDSCAPEVBFAMECHANICAL & PLUMBING ENGINEERBNA ConsultingELECTRICAL ENGINEERCONSTRUCTION MANAGERIN ASSOCIATION WITH Hales EngineeringTRAFFIC ENGINEEROWNER301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-20007/16/2025 1:09:59 PM DELTA CENTER PARKING STRUCTUREProject #: M092400600Date: 07/15/202561 S 400 W.SALT LAKE CITY, UTAH 8410161 S 400 W.SALT LAKE CITY, UTAH 84101 633 W 5TH ST, SUITE 7200LOS ANGELES, CA 90071 PHONE # 310.254.1900999 18TH STREET, SUITE 1715 N.DENVER, CO 80202 PHONE # 303.731.10034919 SOUTH 1500 WEST, SUITE 300RIVERDALE, UT 84405 PHONE # 801.792.7730181 E 5600 S #200MURRAY, UT 84123PHONE # 801.530.31484225 LAKE PARK BLVD. SUITE 275WEST VALLEY CITY, UT 84120 PHONE # 801.532.21961220 N. 500 W, SUITE 202LEHI, UT 84043PHONE # 801.766.4343--1 R A M P DETAIL KEY SHEET # DETAIL # ELEVATION KEY SHEET # ELEVATION # WALL SECTION KEY DETAIL # SHEET # BUILDING SECTION KEY DETAIL # SHEET # NORTH ARROW TRUE NORTH REVISION CLOUD GRID DESIGNATION TAG KEY # # X X 100 Name 100 #'-#" WALL TAG (PARTITION TYPE) KEYED NOTE ACCESSORY TAG FINISH TAG SPECIALTY EQUIPMENT TAG DOOR TAG ROOM TAG CEILING HEIGHT TAG 1 A1.01 SIM ## ### SIM SPOT ELEVATION 100.0 0 REFERENCE OBJECT U2A* A101 1 Ref 1 Ref 1Re f 1 Re f LEVEL KEY PRECAST PANEL TAG INTERIOR ELEVATION TAG 11A3-0 Elevation Level ## ### SIM ## ### SIM N REFERENCE TRUE NORTH REFERENCE NORTH TOP OF STRUCTURAL SLAB ELEVATION 100.1 7 TOP OF STRUCTURAL SLAB ELEVATION 100.0 0 TOP OF FINISHED ELEVATION MATERIAL LEGEND EARTH GRAVEL / BALLAST STEEL CONCRETE RIGID INSUL. BATT INSUL. FIRE SAFING MARBLE / GRANITE FINISH LUMBER PLYWOOD WOOD BLOCKING SHIM CUT STONE / PRE-CAST CONCRETE MASONRY UNITS BRICK ALUMINUM PLASTER GYPSUM BOARD GLAZING UNDISTURBED EARTH METAL STUD VICINITY MAP EXPANDED VIEW N REFERENCE TRUE NORTH ABBREVIATIONS APPLICABLE CODE LIST WITH LOCAL AMENDMENTS LOCATION MAP N REFERENCE TRUE NORTH DESCRIPTION OF SCOPE OF WORK H HIGH HB HOSE BIB HC HOLLOW CORE HDCP HANDICAP HD HEAD HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HGT HEIGHT HTR HEATER HWH HOT WATER HEATER HVAC HEATING VENTILATING AND AIR CONDITIONING ICE ICE MACHINE ID INSIDE DIAMETER IN INCH INCL INCLUDE (ED) (ING) INFO INFORMATION INSUL INSULATION INT INTERIOR JAN JANITOR JB JUNCTION BOX JST JOIST JT JOINT L LENGTH LAB LABORATORY LAM LAMINATE LAV LAVATORY LB POUND LF LINEAR FEET LH LEFT HAND LKR LOCKER LP LOW POINT M METER MA MARBLE MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MARKER BOARD OR MOP BASIN MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIC MICROWAVE MIN MINIMUM MISC MISCELLANEOUS MM MILLIMETER MO MASONRY OPENING MTD MOUNTED MTL METAL N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OHD OVERHEAD DOOR OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN OPT OPTIONAL ORIG ORIGINAL OZ OUNCE PARTN PARTITION PC PRECAST PERF PERFORATED PJ PANEL JOINT PL PLATE PLAS PLASTER P LAM PLASTIC LAMINATE PLG PLUMBING PLYWD PLYWOOD PNL PANEL PR PAIR PREFAB PREFABRICATED PRELIM PRELIMINARY PROJ PROJECT PRS PROJECTION SCREEN PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PAINT PTD PAPER TOWEL DISPENSER QT QUARRY TILE QTR QUARTER R RISER R/A RETURN AIR RAD RADIUS RB RESILIENT BASE RD ROOF DRAIN REF REFERENCE REINF REINFORCED (ING) RF RESILIENT FLOORING RFG REFRIGERATOR A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT ALUM ALUMINUM ALT ALTERNATE AMT AMOUNT AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL ATM AUTOMATED TELLER MACHINE AV AUDIO VISUAL BD BOARD BLDG BUILDING BLK BLOCKING BM BEAM OR BENCHMARK BMD BOTTOM OF METAL DECK BO BOTTOM OF BOS BOTTOM OF STAIRS BRG BEARING BSMT BASEMENT CAB(S) CABINET(S) CB CORNER BEAN CG CORNER GUARD CI CAST IRON CJ CONTROL JOINT CLG CEILING CL CLOSET CLR CLEAR CM CENTIMETER CMP COMPOSITE METAL PANEL CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COPY COPY/PRINT MACHINE CPT CARPET CT CERAMIC TILE CTR CENTER CTSK COUNTERSINK CW CURTAIN WALL DBL DOUBLE DEG DEGREE DEPT DEPARTMENT DTL DETAIL DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DN DOWN DR DOOR DS DOWNSPOUT DW DISHWASHER DWG(S) DRAWING(S) E EAST EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR ENCL ENCLOSURE ENGR ENGINEER EQ EQUAL EQP EQUIPMENT ESMT EASEMENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FCU FAN COIL UNIT FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FHC FIRE HOSE CABINET FIN FINISH FL FLOW LINE FLR FLOOR FT FEET FTG FOOTING FUT FUTURE FV FIELD VERIFY FWC FABRIC WALL COVERING GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GEN GENERATOR GFB GROUND FACE BLOCK GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GL GLASS GND GROUND GYP GYPSUM REQ REQUIRED RET RETAINING REV REVISION RH RIGHT HAND RM ROOM RO ROUGH OPENING RTU ROOF TOP UNIT RV ROOF VENT S SOUTH S/A SUPPLY AIR SAB SOUND ATTENUATION BLANKET SAN SANITARY SD SMOKE DETECTOR SF SQUARE FEET SHR SHOWER SHT SHEET SIM SIMILAR SM SQUARE METER SNR SANITARY NAPKIN RECEPTACLE SPEC(S) SPECIFICATION(S) SPKR SPEAKER SQ SQUARE SS STAINLESS STEEL ST STREET STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM T TREAD / TEMPERED T&G TONGUE & GROOVE TB TACKBOARD TBD TO BE DETERMINED TELE TELEPHONE TELECOM TELEPHONE COMMUNICATIONS TEMP TEMPORARY TRZ TERRAZZO THK THICK THRU THROUGH TO TOP OF TPH TOILET PAPER HOLDER TSS TOP STRUCTURAL SLAB TSTL TOP OF STEEL TU TILT-UP TV TELEVISION TW TOP OF WALL TYP TYPICAL UH UNIT HEATER UNFIN UNFINISHED UL UNDERWRITER'S LABORATORY UON UNLESS OTHERWISE NOTED V VENDING MACHINE VB VAPOR BARRIER VENT VENTILATION VERT VERTICAL VEST VESTIBULE VWC VINYL WALL COVERING W WEST W/WITH W/O WITHOUT WC WATER CLOSET WD WOOD WG WALL GUARD WP WATERPROOFING WPT WORKING POINT WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC XMFR TRANSFORMER PARKING & AREA SUMMARY PARKING SPACE LEGEND ADA = STANDARD ACCESSIBLE PARKING SPACE EVS = ELECTRIC VEHICLE SPACE (FUTURE EVCS) EVCS = ELECTRIC VEHICLE CHARGING STATION CAV = CLEAN AIR / VAN POOL / EV SPACE STD = STANDARD PARKING SPACE COMP = COMPACT PARKING SPACE GRAPHIC SYMBOLS MATERIAL PATTERN SYMBOLS REQUIRED PARKING REQUIRED BICYCLE PARKING PROJECT SITE PROJECT SITE DEFERRED SUBMITTALS ZONING / CONSTRUCTION TYPE / USE GROUP / FIRE PROTECTION 7A 6B 5B 4B 3B 2B 1B 7B 6A 5A 4A 3A 2A 1A 1C ENT/EXT RAMP LOADING LOADING LOADING LEGAL DESCRIPTION & PARCEL NUMBER Legal Description: BEG AT THE NE COR OF BLK 79, PLAT A, SLC SUR; S 0¿13'31" W 660.36 FT; N 89¿46'55" W 660.70 FT; N 0¿14'38" E 390.25 FT; N 45¿16'17" E 382.34 FT; S 89¿46'56" E 390.01 FT TO BEG. (BEING PT OF LOTS 4 & 5 & ALL OF LOTS 1 THRU 3 & 6 THU 8, BLK 79, PLAT A, SLC SUR). 9.176 AC M OR L. 5918-838 6175-1443 6227-1454,1482 Parcel Record 15011270172000 Owner REDEVELOPMENT AGENCY OF SALT LAKE CITY Address 301 W SOUTHTEMPLE ST Total Acreage 9.18 Tax Class Id 50B Property Type 953 Tax District 01C % Exempt 100 Exempt Type T Municipal Zone D-4 MLS Number 5 5 500 ft0 ft 5 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 7/ 2 5 / 2 0 2 5 6 : 0 8 : 5 4 P M GENERAL SHEET A0.01 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA/YC SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP AUTHORITY HAVING JURISDICTION: SALT LAKE CITY, UT 2021 UTAH FIRE CODE (UFC) 2019 UTAH FIRE ALARM CODE 2019 UTAH SPRINKLER CODE 2019 NFPA 14 - STANDPIPES 2019 NFPA 13 - SPRINKLER SYSTEMS 2019 NFPA 72 - NATIONAL FIRE ALARM ICC A117.1-09 2021 EDITION OF THE INTERNATIONAL BUILDING CODE, INCLUDING APPENDICES C AND J, ISSUED BY THE INTERNATIONAL CODE COUNCIL 2021 EDITION OF THE INTERNATIONAL PLUMBING CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL 2021 EDITION OF THE INTERNATIONAL MECHANICAL CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL 2020 EDITION OF THE NATIONAL ELECTRICAL CODE, ISSUED BY THE NATIONAL FIRE PROTECTION ASSOCIATION 2021 EDITION OF THE INTERNATIONAL FIRE CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL 2021 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL 2017 UTAH ACCESSIBILITY CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2025 SALT LAKE CITY MUNICIPAL CODE ZONE:D-4 USE:PARKING, COMMERCIAL OCCUPANCY CLASSIFICATION :BASEMENT LEVEL IS CONSIDERED A SEPARATE BUILDING FROM THE OPEN PARKING GARAGE LEVELS ABOVE PER UBC 510.3 GROUP S-2 ENCLOSED PARKING GARAGE WITH GROUP S-2 OPEN PARKING GARAGE ABOVE TYPE OF CONSTRUCTION: IIB FIRE PROTECTION:FIRE STANDPIPE + SPRINKLER SYSTEM BUILDING FOOTPRINT SIZE:188'-10" X 122'-7" NUMBER OF TIERS PROVIDED: 9 TIERS / 7 STORIES BUILDING TIERS ALLOWED: 9 TIERS PER UBC 406.5.5 AREA AND HEIGHT INCREASES ALLOWABLE HEIGHT: 600'-0" PER D-4 ZONE HEIGHT LIMITS PER UBC HEIGHT OF OPEN PARKING BUILDING MEASURED FROM GRADE PLANE TO HIGHEST FLOOR TIER 9 = 81'-1" = 8.96 TIERS ROUNDED UP TO 9 TIERS PER UBC SECTION 406.5.4.1 SINGLE USE. BUILDING HEIGHT: PER SLC MUNICIPAL CODE 80'-7" (PER SECTION 12-1.18. BUILDING HEIGHT. “BUILDING HEIGHT” SHALL MEAN THE VERTICAL DISTANCE MEASURED FROM THE AVERAGE LEVEL OF THE HIGHEST AND LOWEST POINT OF THAT PORTION OF THE SITE COVERED BY THE BUILDING TO THE CEILING OF THE UPPERMOST STORY.) VENTILATION: NATURAL VENTILATION ON OPEN PARKING LEVELS. MECHANICAL VENTILATION ON BASEMENT LEVEL FLOOR AREA ALLOWED: TYPE IIB = 50,000 S.F. MAX. PER OPEN TIER AND 104,000 S.F. MAX. PER ENCLOSED STORY. ALLOWABLE AREA WITH TYPE IIB CONSTRUCTION PER UBC 510.3 (1) OF THE BUILDING SUCH THAT THE SUM OF RATIONS FOR EACH SEPARATE OCCUPANCY SHALL NOT EQUAL 1. BASEMENT ENCLOSED PARKING BUILDING AREA RATIO: 31,255 SF AREA PROVIDED /104,000 ALLOWED MAX. 1 STORY MAX ABOVE GRADE PLAN EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER PER TABLE 506.2 = 0.31 RATIO ABOVE GRADE OPEN PARKING STRUCTURE BUILDING AREA RATIO : 29,839 PROVIDED (LARGEST TIER 1 MEASURED FROM LOWEST POINT OF TIER TO 9'-6" ABOVE AS DEFINED BY 406.5.4.1 SINGLE USE )/ 50,000 SF PER TABLE 406.5.4 = 0.59 RATIO SUM OF RATIOS OF BUILDING 0.31+0.59=0.90 RATIO WHICH IS LESS THAN 1 FLOOR AREA/PER LEVEL: 23,276 S.F. TYPICAL GRAND TOTAL FLOOR AREA: 209,227 S.F. OCCUPANT LOAD PER LEVEL: 117 PER LEVEL TYPICAL EXIT STAIRS REQUIRED: 2 EXIT STAIRS PROVIDED:2 STAIR WIDTH REQUIRED PER STAIR: 18" STAIR WIDTH PROVIDED PER STAIR: 54" TRAVEL DISTANCE: 400' MAX. TO STAIR PER UBC TABLE 1017.2 (FULLY SPRINKLERED WITHOUT VOICE ALARM SYSTEM) THE PROJECT CONSISTS OF A NEW 9 TIER/ 7 LEVEL OPEN PARKING STRUCTURE ABOVE ONE-TIER/ ONE STORY ENCLOSED COMMERCIAL VEHICLE LOADING AND AN ELEVATED PEDESTRIAN BRIDGE. SITE IMPROVEMENTS WITH A LIMITED EXTENSION FROM THE EXTERIOR PERIMETER OF THE PARKING STRUCTURE INCLUDE ON-SITE DRIVEWAY ACCESS, LANDSCAPE, HARDSCAPE, UTILITY LINES. THE PARKING FACILITY IS DESIGNED WITH STEEL COLUMNS AND BEAMS AND CONCRETE-FILLED METAL DECK ELEVATED FLOORS OF TYPE IIB CONSTRUCTION. SERVING ALL SEVEN ABOVE GRADE LEVELS ARE TWO ELEVATORS AT THE NORTHEAST CORNER, TWO OPEN STAIRS AT THE NORTHWEST AND NORTHEAST CORNERS. THE BASEMENT LEVEL IS SERVED BY A NEW E;EVATOR CONNECTING TO LEVEL 1, AND AN EXISTING STAIR WITHIN THE ARENA AND A NEW STAIR FROM BASEMENT FOR LEVEL 1. VEHICULAR ACCESS IS PROVIDED AT LEVEL 1. ACCESSIBLE PARKING IS PROVIDED AT ALL LEVELS. EXCEPT BASEMENT LEVEL CONTRACTOR AND THEIR ENGINEER SHALL PREPARE DETAIL PLANS, SPECIFICATIONS, ENGINEERING CALCULATIONS FOR THE DEFERRED ITEMS LISTED BELOW. THE ENGINEER SHALL BE REGISTERED IN THE STATE OF UTAH. THE DEFERRED SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE REGISTERED ENGINEER AND PRESENTED TO THE ARCHITECT OF RECORD (AOR) / STRUCTURAL ENGINEER OF RECORD (SEOR) FOR REVIEW AND APPROVAL PRIOR TO THE CONTRACTOR SUBMITTING THE DEFERRED SUBMITTALS TO THE AUTHORITY HAVING JURISDICTION (AHJ) FOR APPROVAL AND PERMIT. INSTALLATION OF DEFERRED SUBMITTALS SHALL NOT BE STARTED UNTIL THEY ARE ACCEPTED BY THE ARCHITECT OF RECORD (AOR) / STRUCTURAL ENGINEER OF RECORD (SEOR) AND APPROVED/ PERMITTED BY AHJ. CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR REVIEW BY AOR/ SEOR PRIOR TO SUBMITTAL, APPROVAL, PERMITTED BY AHJ. DEFERRED ITEMS INCLUDE THE FOLLOWING: 1. FIRE SPRINKLER SYSTEM 2. AUTOMATIC FIRE ALARM SYSTEM 3. COMMUNICATION SYSTEM (INCLUDING CCTV) 4. BARRIER CABLES 5. STEEL STAIRS & GUARDRAILS 6. ELEVATOR GUIDE RAIL BRACKETS 7. BUCKLING RESTRAINED BRACES 8. PLUMBING LINES AND MECHANICAL EQUIPMENT SUPPORT, BRACING, ANCHORAGES AND PROTECTION 9. PREFABRICATED GUARDBOOTH 10. PARKING CONTROL EQUIPMENT 11. METAL STUD/ COLD-FORMED FRAMING 12. GENERATORS 13. PARKING STRUCTURE ENTRY PORTAL 14. METAL FABRICATIONS, RAILINGS, AND GRATINGS 15. PILE LOAD TEST FRAME NOTE: INSTALLATION OF ELEVATOR GUIDE RAILS AND BRACKETS SHALL BE IN COMPLIANCE WITH: 1. ASME 17.1/ CSA B44, ASME 17.1/ CSA B44.7 2. FOR ADDITIONAL STRUCTURAL DEFERRED SUBMITTALS SEE SHT S0-10, PART XI SUBMITTAL, B2 TOTAL CODE REQUIRED PARKING = NONE REQUIRED PROVIDED PARKING SPACES PARKING STRUCTURE (THIS PERMIT) = 448 SPACES GRAND TOTAL = 448 SPACES * Within the 10 total ADA spaces there are 8 standard ADA and 2 Van ADA Total 438 10 448 0 165,238 34,227 9,763 210,085 369 Total 40 1 41 0 16,119 0 0 16,119 393 7B 9 0 9 0 4,015 0 0 4,015 446 7A ***31 1 32 0 12,104 0 0 12,104 378 Level 7 Total 66 1 67 0 23,276 0 0 23,276 348 6B **34 0 34 0 11,172 0 0 11,172 329 6A 32 1 33 0 12,104 0 0 12,104 367 Level 6 Total 67 1 68 0 23,276 0 0 23,276 342 5B 35 0 35 0 11,172 0 0 11,172 319 5A 32 1 33 0 12,104 0 0 12,104 367 Level 5 Total 67 1 68 0 23,276 0 0 23,276 342 4B 35 0 35 0 11,172 0 0 11,172 319 4A 32 1 33 0 12,104 0 0 12,104 367 Level 4 Total 67 1 68 0 23,276 0 0 23,276 342 3B 35 0 35 0 11,172 0 0 11,172 319 3A 32 1 33 0 12,104 0 0 12,104 367 Level 3 Total 65 1 66 0 23,276 0 0 24,134 353 2B 35 0 35 0 11,172 0 0 11,172 319 2A 30 1 31 0 12,104 0 0 12,962 391 Level 2 Total 66 4 70 0 28,753 0 9,763 38,515 411 1C 7 0 7 4,544 4,544 649 1B 35 0 35 11,213 0 5,353 16,566 320 1A 24 4 28 12,996 0 4,410 17,406 464 Level 1 Level B1 0 0 0 0 0 34,227 34,227 0 Slab on Grade Elevated Slab Slab on Grade Elevated Slab Standard Spaces ADA Spaces*Parking Area Standard Total Parking Area (sqft) Non-Parking Area (sqft)Parking and Non-Parking Total Area Efficiency (Parking Area / Parking Spaces) PARKING SUMMARY DELTA CENTER GARAGE NO BICYCLE PARKING REQUIRED SINCE THE PROJECT IS DEFINED AS A GARAGE AND AN ACCESSORY USE AS DEFINE BY SLC MUNICIPAL CODE SECTIONS: 21A.62.040: DEFINITIONS OF TERMS: GARAGE: AN ACCESSORY BUILDING OR PORTION OF A BUILDING DESIGNED OR USED FOR THE STORAGE OF VEHICLES USED BY THE OCCUPANTS OF THE PRINCIPAL BUILDING 21A44.040: REQUIRED OFF-STREET PARKING (E) NOTE 6 ACCESSORY AND TEMPORPAY USES: NO BICYCLE SPACES ARE REQUIRED FOR ACCESSORY OF TEMPORARY USES. NOTE:PARKING TIER SQUARE FOOTAGES SHOWN IN THIS CHART DIFFER FROM UBC 406.5.4.1 SINGLE USE, AND ARE INSEAD BASED ON PARKING BAYS AND STORY FOOTPRINT NO. DATE REVISION 10/31/2024 50% Design Development 12/06/2024 100% Design Development 02/14/2025 50% Construction Documents 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 1 04/30/2025 Bulletin #1 5 08/01/2025 Bulletin #5 1 1 5 5 5 * WITHIN THE 10 TOTAL ADA SPACES THERE ARE 8 STANDARD ADA AND 2 VAN ADA ** WITHIN THE 34 TOTAL SPACES THERE ARE 14 COMPACT PARKING SPACES (PENDING THE MASTER DEVELOPMENT AGREEMENT) *** WITHIN THE 31 TOTAL SPACES THERE ARE 25 COMPACT PARKING SPACES (PENDING THE MASTER DEVELOPMENT AGREEMENT) jb jb e jb jb jb jb jb jb jbjbjb s ww eeirirfo sdsd s s irir sd fo e s s w s e e e e e w s ir ir e jb jb e jb jb jb jb jbjbjb s um s w S T E M P L E S T N 4 0 0 W 30 0 w 1 0 0 S 122'- 1 0 1 / 2 " DELTA CENTER BUILDING TYPE IB FULLY SPRINKLERED [NIC] PROPOSED PARKING STRUCTURE 8 TIERS / 7 STORIES TYPE OF CONSTRUCTION: IIB OCCUPANCY CLASS: S-2 FULLY SPRINKLERED EN T R A N C E DN EX I T 8.33% DN NEW PEDESTRIAN BRIDGE EX I S T I N G TR U C K E X I T NEW GUARD BOOTH STORA GE ROO M (NIC) STORAGE ROO M ( N I C ) OPEN TO LOADING DOCK BELOW LOADING DOCK COVER EXISTING TRUCK ENTRANCE OPEN TO LOADING DOCK BELOW A8.01 1 NORTHWEST PLAZA [NIC] SOUTHEAST PLAZA [NIC] CORNER SIDE YARD EX I S T I N G S I D E W A L K EX I T ENTR Y NORTHEAST PLAZA [NIC] PROPERTY LINE PROPERTY LINE CE N T E R L I N E O F S T R E E T 41 ' - 7 " Re f e r t o C i v i l S h e e t C 2 . 0 1 f o r C u r b C u t D i m e n s i o n s 10 1 ' - 2 1 / 2 " EXISTING STAIR TO REMAIN (NIC) 4'-9" PR O P E R T Y L I N E PR O P E R T Y L I N E FR O N T Y A R D 29'-6" 189'- 6 " 51'-4" 57'-0 1/2" 4'- 4 " EXISTING SIDEWALK RETAINING WALL -REFER TO CIVIL DRAWINGS SEE SEPARATE PERMIT OF ARENA PROJECT FOR CONTINUATION OF ACCESSIBLE PATH OF TRAVEL AND EGRESS TO PUBLIC RIGHT OF WAY PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE A8.02 1 Sim SEE SEPARATE PERMIT OF ARENA PROJECT FOR CONTINUATION OF ACCESSIBLE PATH OF TRAVEL AND EGRESS TO PUBLIC RIGHT OF WAY OPEN TO BELOW OPEN TO BELOW FOR PAVEMENT FINISH AND MATERIALS, SEE CIVIL DRAWINGS. SEE LANDSCAPE DRAWINGS FOR DETAILS 1 1 5'-0" 3'-0"4'-0" 4'-0 " 6 ' - 1 " 24"w x24"dx48h Comm. Cabinet 24"w x 3 1 " d x 3 9 " h Tran s f o r m e r GUARDBOOTH SEE A8.01 FOR DETAILS GUARDBOOTH REST ROOM PATH 3 3 3 2'-6" 7'-11 3/4"76.62' 76.62' 76.62' 76.50' 76.62' 76.62' 76.62' 76.62' 76.62' TOW 76.95'ToW 76.50' 75.98' 58.20'59.00' 60.00' 62.50' 65.00' CAST IN PLACE CONCRETE RAMP RETAINING WALL. FINISH TO MATCH ARENA'S EXISTING CONCRETE WALL. TOP OF CONC. WALL FINISH ELEVATIONS PROJECT SCOPE OF WORK BUILDING FOOTPRINT 60.73'ToW 60.90' ToW 61.10'ToW 61.10' ToW61.10'ToW TOP OF PLANTER WALL ELEVATION CAST IN PLACE PLANTER WALL. FINISH TO MATCH EXISTING ARENA CONCRETE WALL FIRE DEPARTMENT NOTES: 1. THE REQUIRED FIRE-FLOW IN ACCORDANCE WITH UFC APPENDIX B, FOR A TYPE IIB CONSTRUCTION ACROSS 412,995 SQ.FT IS 8,000 GPM AT 20-PSI FOR 4-HOURS. IN ACCORDANCE WITH TABLE B105.2 THE FIRE-FLOW CAN BE REDUCED TO 25% OF THE REQUIRED VALUE FOR AN IFC 903.3.1.1 FULLY SPRINKLERED BUILDING. THEREFORE, THE REQUIRED FIRE-FLOW FOR THE PROPOSED BUILDING IS 2,000 GPM AT 20-PSI FOR 2-HOURS+ 2. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH PROVISIONS SET FORTH IN BUILDING CODE SECTION 903.3. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE CODE 901.2. INDICATE TYPE OF SPRINKLER SYSTEM PROVIDED AS COMPLYING WITH NFPA 13. 3. PROVIDE AN APPROVED CLASS I STANDPIPE SYSTEM IN ACCORDANCE WITH BUILDING CODE & FIRE CODE SECTION 905. GREATER THAN FOUR STORIES STANDPIPES SHALL BE LOCATED ACCORDING TO THE PROVISIONS IN BUILDING CODE & FIRE CODE SECTION. STANDPIPE SYSTEM PLANS SHALL BE SUBMITTED TO THE FIRE SPRINKLER PLAN CHECK UNIT IN ACCORDANCE WITH FIRE CODE 901.2. 4. EACH STANDPIPE SHALL BE EQUIPPED WITH AN APPROVED 2 1/2 INCH OUTLET NOT LESS THAN 2 FEET OR MORE THAN 4 FEET ABOVE THE FLOOR LEVEL OF EACH STORY. STANDPIPE OUTLETS IN STAIRWAY ENCLOSURES OR SMOKEPROOF ENCLOSURES SHALL BE LOCATED SO THAT THE EXIT DOORS DO NOT INTERFERE WITH THE USE OF THE OUTLET AND LOCATED ON THE MAIN STAIR LANDING. ALL OUTLETS SHALL BE EQUIPPED WITH AN APPROVED VALVE, CAP AND CHAINS. FIRE CODE 905.4.3 5. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED ALL OCCUPANCY GROUPS AND AT SUCH LOCATIONS AS REQUIRED BY FIRE CODE 906. THE FINAL NUMBER AND LOCATION OF ALL EXTINGUISHERS SHALL BE DETERMINED BY THE LOCAL AREA FIRE INSPECTOR. 6. ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION. 7. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A STANDARDIZED FIRE SERVICE ELEVATOR KEY IN ACCORDANCE WITH FIRE CODE 604.8. BUILDING CODE 3003.3 8. IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS, SPACES AND BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM FOR A DURATION OF NOT LESS THAN 90 MINUTES IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN BUILDING CODE 1008.3. 9. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. BUILDING CODE 1008.2.1. 10. THE PATH OF EGRESS TRAVEL TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AS REQUIRED BY BUILDING CODE 1013.1; AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AS REQUIRED BY SECTION 1013.3 AND 1013.5. NOTE: ADDITIONAL EXIT SIGNS MAY BE REQUIRED AT THE TIME OF FIELD INSPECTION . SITE PLAN LEGEND: ACCESSIBLE PATH OF TRAVEL PROPERTY LINE SCOPE OF WORK BUILDING FOOTPRINT HIGH IMPACT BOLLARD, REFERENCE STRUCTURAL FOR DETAIL DN 8.33% DN EX I S T I N G TR U C K E X I T STORA GE ROO M (NIC) STORAGE ROO M ( N I C ) EXISTING TRUCK ENTRANCE OPEN TO LOADING DOCK BELOW PR O P E R T Y L I N E FR O N T Y A R D EXISTING SIDEWALK ASSUMED PROPERTY LINE ASSUMED PROPERTY LINE ASSUMED PROPERTY LINE GRADE PLANE CALCULATION:(BASE LINE ELEVATION 4200') A: (73.5'+74.5')/2 X100.16' = 7,411.83' B: (74.5'+75.5')/2 X221.00' = 16,586.05'C: (75.6'+57.0')/2 X32.16' = 2132.20'D: (57.0'+55.0')/2 X21.66' = 1,212.96' E: (55.0'+58.6')/2 X69.66' = 3,956.68' F: (58.6'+55.2')/2 X134.16' = 7,633.70'G: (55.2'+55.7')/2 X134.50' = 7,458.02'H: (55.7'+52.0')/2 X46.50' = 2,504.02' I: (52.0'+56.1')/2 X52.33' = 2,828.43' J: (56.1'+73.5')/2 X83.00' = 5,378.40' TOTAL PERIMETER = 895.13'/57,102.29 57102.29'/895.13'= 63.79' GRADE PLANE = 4263.79' A: (73.5'+74.5')/2 X100.16' = 7,411.83' 221.0 0 ' 100.1 6 ' B: (74.5'+75.5')/2 X221.00' = 16,586.05' C: (75.6'+57.0')/2 X32.16'= 2132.20' E: (55.0'+58.6')/2 X69.66' = 3,956.68' D: (57.0'+55.0')/2 X21.66' = 1,212.96' F: (58.6'+55.2')/2 X134.16' = 7,633.70' G: ( 5 5 . 2 ' + 5 5 . 7 ' ) / 2 X 1 3 4 . 5 0 ' = 7 , 4 5 8 . 0 2 ' H: (55.7'+52.0')/2 X46.50' = 2,504.02' I:(52.0'+56.1')/2 X52.33'= 2,828.43' J: ( 5 6 . 1 ' + 7 3 . 5 ' ) / 2 X 8 3 . 0 0 ' = 5 , 3 7 8 . 4 0 ' 32.16 ' 21.66 ' 69.66 ' 134.16' 13 4 . 5 0 ' 46.50 ' 52.33 ' 83 . 0 0 ' SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 8/ 4 / 2 0 2 5 8 : 3 1 : 0 0 P M SITE PLAN A1.00 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP 1/32" = 1'-0" SITE PLAN1 NREFER E N C E TRU E NOR T H EXPANSION JOINT 1" = 40'-0"3 GRADE PLANE CALCULATION DIAGRAM PER UBC CHAPTER 202 PLAN NOTES NO. DATE REVISION 04/07/2025 Phase 2 Permit Set 1 04/30/2025 Bulletin #1 3 05/30/2025 Bulletin #3 5 08/01/2025 Bulletin #5 5 5 RBR - TEST TARGET (0.64FT VERT OFFSET)SHOT ON TOP OF REBAR 5368710074258.85 WV5096eEJB 50974263.28TSJ5098eEJB 50994262.84 WV5100irSBX5101irSBX5102 fo FOB5103 TSJ5104SDI 51054259.49 sdMSD - 4FTX2FT LID 51094259.72sdMSD - 4FTX2FT LID 51104259.42 WV5111 sMS 51124259.11 WV5113WV5114 TSJ5115 TSJ5116 sMS 51194258.62 um MU - UTA 51234258.10 TSJ5124 TSJ5125 jb jb N: 7449078.55 E: 1528943.15 N: 7449035.28 E: 1528942.89 N: 7449007.51 E: 1528942.88 N: 7449006.34 E: 1528959.79 N: 7449020.86 E: 1528959.88 N: 7449006.86 E: 1528950.86 N: 7449028.92 E: 1528951.07 N: 7449058.21 E: 1529006.34 N: 7449022.63E: 1529006.30 N: 7449003.50 E: 1528967.31 N: 7448996.13 E: 1528981.58 N: 7448998.91 E: 1528983.85 N: 7448988.99 E: 1528959.12 N: 7448988.23 E: 1528951.67 N: 7449023.63 E: 1528999.68 N: 7449057.99 E: 1528970.45 N: 7449066.24 E: 1528959.55 N: 7449066.45 E: 1528951.74 N: 7449071.01E: 1528946.54 SITE PLAN LEGEND EXISTING PROPOSED GATE, BOLLARD PAVEMENT STRIPING (SEE STRIPING & SIGNAGELEGEND) SIGN FENCE-BARBED FENCE-DECORATIVE COLLECTING CURB & GUTTER SHEDDING CURB & GUTTER ASPHALT PAVEMENT CONCRETE PAVEMENT PAVERS BUILDING PROPERTY LINES SECTIONS SETBACKS SUBDIVISION BOUNDARY RIGHT OF WAY ADJOINING PROPERTIES SAWCUT STRUCTURES VEGETATION SLOPE EDGES CENTERLINE CUT LIMIT FILL LIMIT PARK STRIP LANDSCAPING SHEET NOTES 1. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO LOCATE ALL EXISTING UTILITY LINES FROM RECORDS PROVIDED BY OTHERS ANDEVIDENCE IN THE FIELD. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING WORK. KEYED NOTES CONCRETE RAMP PAVEMENT SECTION PER DETAIL 2/CP501 NOT USED 6" WHITE SOLID PAINT 6" YELLOW SOLID PAINT WHITE ARROW PAINT R1-2 YIELD SIGN 18" WIDE RAISED CURB PER DETAIL 4/CP5.01 NO PARKING CROSS HATCHING 4" 3' O.C. PAINTED WHITE RETAINING WALL NEW CONCRETE FLATWORK TO NEAREST JOINT PER DETAIL 12/C5.01 PATTERNED CONCRETE PER SLC STANDARD LANDSCAPING BY OTHERS TYPE P ISLAND CURB PER DETAIL 6/CP501 INSTALL TRUNCATED DOMES PER ADA STANDARDS LOADING AREA CONCRETE PAVEMENT REPLACEMENT PER DETAIL3/CP501 ASPHALT PAVEMENT SECTION REPLACEMENT PER DETAIL 1/CP501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 -- - - | 0 2 : 5 1 P M F R I D A Y 0 7 M A R C H 2 0 2 5 | Q : \ ! 2 0 2 4 \ U T - 1 0 2 6 7 - 2 4 D E L T A C E N T E R P A R K I N G \ P R O J E C T D A T A \ S H E E T _ F I L E S \ C 2 . 0 1 S I T E . D W G 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 FT 20100 MATCHLINE SEE SHEET C2.02 1 5 5 3 13 79 9 15' 14' 13' R0.5' R2.5' R14.0'13 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2022 WALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 1 10/31/2024 50% DD CIVIL ENGINEER HORROCKS4919 S 1500 W STE 300RIVERDALE, UT 84405 PHONE: 801.626.2300 DE L T A C E N T E R P A R K I N G ST R U C T U R E 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 NO. DATE REVISION 2 12/06/2024 100% DD 3 02/14/2025 50% CD CS/MM GN LA Phase 1 Permit Set 03/07/2025 1.1 03/07/2025 Phase 1 Permit Set SITE PLAN 9 9 3 3 R10.0' 7 R1.8' CONSTRUCTION BOUNDARY YIELD 6 C2.01 5' 3' 14 14 14 14 R27.1' 32 ' 43 ' R28.3' 13 R63.5' R84.0' R14.0' eeirir sdsd s s jb jb 4257.93 TBC 4257.83 TBC 4258.2 EG 4273.00 BW 4275.86 TW 4258.00 BW 4261.00 BW 4261.00 BW 4258.97 TBC 4259.07 TBC 4258.27 TBC 4258.11 TBC 4258.44 TBC 4257.96 TBC 4260.32 TBC 4258.66 TBC 4258.90 TBC 4259.85 TBC-1.93 % -3.45% 42 6 0 42 7 0 42 7 0 42 6 2 42 6 4 42 6 6 42 6 8 4270 4270 427 0 42 7 0 42 6 0 42 7 0 42 5 8 4258 42 6 2 42 6 4 42 6 6 42 6 8 42 7 2 426 0425 9 4260 425 9 4260 42 5 8 4259 4261 42 6 0 42 7 0 42 6 2 42 6 4 42 6 6 42 6 8 42 7 2 4258.60 TBC 4262.00 BW 4260.00 BW 4264.00 BW 4261.00 BW 4258.63 TBC 4276.00 TW 4264.91 TW 4273.50 TW 4276.30 TW 4260.11 TW 4260.06 TBC 4273.44 TW 4269.93 BW 4261.00 BW ABBREVIATIONS EC EDGE OF CONCRETE EG EXISTING GRADE FFE FINISH FLOOR ELEV FG FINISH GRADE FL FLOW LINE TBC TOP BACK OF CURB TC TOP OF CONCRETE TOA TOP OF ASPHALT TW TOP OF WALL BW BOTTOM OF WALL GRADING PLAN LEGEND XXX.XX SPOT ELEVATION SLOPE OF FINISH GRADE COLLECTING GUTTER SHEDDING GUTTER GRADE BREAK EX. MAJOR CONTOUR EX. MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR PROPERTY BOUNDARY SUBDIVISION BOUNDARY EASEMENT X.XX% 4201 4200 4201 4200 SHEET NOTES 1. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO LOCATE ALLEXISTING UTILITY LINES FROM RECORDS PROVIDED BY OTHERS AND EVIDENCE IN THE FIELD. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING WORK. -- - - | 1 1 : 2 4 A M M O N D A Y 0 7 A P R I L 2 0 2 5 | Q : \ ! 2 0 2 4 \ U T - 1 0 2 6 7 - 2 4 D E L T A C E N T E R P A R K I N G \ P R O J E C T D A T A \ S H E E T _ F I L E S \ C 4 . 0 1 G R A D I N G . D W G 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 FT 20100 MATCHLINE SEE SHEET C4.02 RETAINING WALL RETAINING WALL C4.01 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2022 WALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 1 10/31/2024 50% DD CIVIL ENGINEER HORROCKS4919 S 1500 W STE 300RIVERDALE, UT 84405 PHONE: 801.626.2300 DE L T A C E N T E R P A R K I N G ST R U C T U R E 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 NO. DATE REVISION 2 12/06/2024 100% DD 3 02/14/2025 50% CD AM/MM GN LA Phase 2 Permit Set 04/07/2025 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set GRADING PLAN s s irir ir sd e s jb jb jb jb 4257.4 EG 4262.24 TBC 4266.40 TW 4264.04 TBC 4267.81 TBC 4275.90 TW 4275.84 TW 4265.49 TBC 4265.90 TBC 4270.06 TBC 4272.30 TBC 4273.64 TBC4273.04 TBC 4268.99 TBC 4266.72 TBC 4264.45 TBC 4260.74 TBC 4259.19 TBC 4258.45 TBC 4272.46 BW 4275.77 TW 4276.00 TW 4277.01 TW 4277.56 TW 4275.71 TW 4274.24 TW 4272.39 TW 4270.39 TW 4268.39 TW 4264.37 TW 4271.26 TBC 4262.79 TW 4257.6 EG 4257.3 EG 4257.0 EG 4256.7 EG 4256.7 EG 4256.6 EG 4273.56 TBC4276.40 TW 4260.26 TOA 4262.02 TOA 4264.23 TOA 4266.50 TOA 4274.46 TOA 4271.05 TOA 4272.77 TOA -3 . 1 0 % -9 . 0 9 % -4. 2 8 % -9 . 0 9 % 42 6 0 42 7 0 42 5 8 4258 42 6 2 42 6 4 42 6 6 42 6 8 42 7 2 42 6 0 42 7 0 42 7 0 42 7 0 42 5 8 42 6 2 42 6 4 42 6 6 42 6 8 42 7 2 42 7 2 42 7 2 42 7 4 42 7 6 4260 42 6 0 4270 42 7 0 4256 4256 42 5 6 42 5 6 42 5 8 42584262 42 6 2 4264 42 6 4 4266 42 6 6 4268 42 6 8 4272 42 7 2 4274 42 7 4 4276 42 7 6 4260 4260 42 5 8 4259 4261 4257.6 EG 4257.7 EG 4261.80 TW 4257.7 EG 4275.95 TW 4272.34 BW 4272.29 BW 4272.22 BW 4272.17 BW 4272.26 BW 4272.59 BW 4273.50 TC 4273.55 TC 4273.60 TC -2.25% -1 . 2 9 % 4278.00 TW 4273.0 EG 4256.7 EG 4258.00 BW4257.7 EG 4257.6 EG 4257.5 EG 4257.3 EG 4257.2 EG 4257.4 EG 4258.00 BW 4258.00 BW 4258.00 BW 4258.00 BW 4257.00 BW 4257.00 BW 4257.00 BW 4257.00 BW 4257.00 BW 4256.7 EG 4256.9 EG 4256.6 EG 4256.5 EG 4256.4 EG ABBREVIATIONS EC EDGE OF CONCRETE EG EXISTING GRADE FFE FINISH FLOOR ELEV FG FINISH GRADE FL FLOW LINE TBC TOP BACK OF CURB TC TOP OF CONCRETE TOA TOP OF ASPHALT TW TOP OF WALL BW BOTTOM OF WALL GRADING PLAN LEGEND XXX.XX SPOT ELEVATION SLOPE OF FINISH GRADE COLLECTING GUTTER SHEDDING GUTTER GRADE BREAK EX. MAJOR CONTOUR EX. MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR PROPERTY BOUNDARY SUBDIVISION BOUNDARY EASEMENT X.XX% 4201 4200 4201 4200 SHEET NOTES 1. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO LOCATE ALLEXISTING UTILITY LINES FROM RECORDS PROVIDED BY OTHERS AND EVIDENCE IN THE FIELD. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING WORK. -- - - | 1 0 : 3 5 A M M O N D A Y 0 7 A P R I L 2 0 2 5 | Q : \ ! 2 0 2 4 \ U T - 1 0 2 6 7 - 2 4 D E L T A C E N T E R P A R K I N G \ P R O J E C T D A T A \ S H E E T _ F I L E S \ C 4 . 0 1 G R A D I N G . D W G 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 FT 20100 MATCHLINE SEE SHEET C4.03 MATCHLINE SEE SHEET C4.01 ARENA FFE (FLOOR 3) = 4275.146 FT C4.02 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2022 WALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 1 10/31/2024 50% DD CIVIL ENGINEER HORROCKS4919 S 1500 W STE 300RIVERDALE, UT 84405 PHONE: 801.626.2300 DE L T A C E N T E R P A R K I N G ST R U C T U R E 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 NO. DATE REVISION 2 12/06/2024 100% DD 3 02/14/2025 50% CD AM/MM GN LA Phase 2 Permit Set 04/07/2025 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set GRADING PLAN e e jb jb e jb jb jb jb jbjb jb jb jb jb jb e jb jbjb jb jb jb jbjbsdsdsdsd sdsd 4260 42 6 0 4270 42 7 0 4256 4256 42 5 6 42 5 6 42 5 8 42584262 42 6 2 4264 42 6 4 4266 42 6 6 4268 42 6 8 4272 42 7 2 4274 42 7 4 4276 42 7 6 4242 42 4 4 42 4 6 424 8 42 5 0 42 6 0 4242 4244 4246 42 4 8 42 5 2 42 5 4 42 5 6 42 5 8 4250 4248 4252 4254 42 5 6 42 5 6 ABBREVIATIONS EC EDGE OF CONCRETE EG EXISTING GRADE FFE FINISH FLOOR ELEV FG FINISH GRADE FL FLOW LINE TBC TOP BACK OF CURB TC TOP OF CONCRETE TOA TOP OF ASPHALT TW TOP OF WALL BW BOTTOM OF WALL GRADING PLAN LEGEND XXX.XX SPOT ELEVATION SLOPE OF FINISH GRADE COLLECTING GUTTER SHEDDING GUTTER GRADE BREAK EX. MAJOR CONTOUR EX. MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR PROPERTY BOUNDARY SUBDIVISION BOUNDARY EASEMENT X.XX% 4201 4200 4201 4200 SHEET NOTES 1. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO LOCATE ALLEXISTING UTILITY LINES FROM RECORDS PROVIDED BY OTHERS AND EVIDENCE IN THE FIELD. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING WORK. -- - - | 1 0 : 3 6 A M M O N D A Y 0 7 A P R I L 2 0 2 5 | Q : \ ! 2 0 2 4 \ U T - 1 0 2 6 7 - 2 4 D E L T A C E N T E R P A R K I N G \ P R O J E C T D A T A \ S H E E T _ F I L E S \ C 4 . 0 1 G R A D I N G . D W G 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 FT 20100 MATCHLINE SEE SHEET C4.02 ARENA FFE (FLOOR 3) = 4275.146 PARKING STRUCTURE BY OTHERS FFE (FLOOR 2) = 4274.00' C4.03 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2022 WALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 1 10/31/2024 50% DD CIVIL ENGINEER HORROCKS4919 S 1500 W STE 300RIVERDALE, UT 84405 PHONE: 801.626.2300 DE L T A C E N T E R P A R K I N G ST R U C T U R E 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 NO. DATE REVISION 2 12/06/2024 100% DD 3 02/14/2025 50% CD AM/MM GN LA Phase 2 Permit Set 04/07/2025 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set GRADING PLAN NO WORK THIS SHEET 6" 6" 6" 5'-7" LANDSCAPE SEE LANDSCAPE DRAWINGS R 3' - 0" R 2 6' - 6" R 2' - 4" R 22 ' - 0" R 14' - 0" R 48' - 6" 18'-8 7/8" 2'-6" 7'-6" 1'-6" 3'-5" 3'-11" 2'-6" 1'-1 3/8" 6 3/8" 6" 6'-2" 10'-1" 58'-7 7/8" 59'- 9" 14 ' - 3 3 / 4 " 19'-6" R 32' - 0" R 60' - 8 1/2" R 48' - 6" 6'-7" PAVED AREA W/OUT SNOW MELTING SYSTEM SEE LANDSCAPE DRAWINGS PAVED AREA WITH SNOW MELTING SYSTEM SIDEWALK REFER TO CIVIL C2.01 SIDEWALK REFER TO CIVIL C2.01 SIDEWALK REFER TO CIVIL C2.01 LANDSCAPE SEE LANDSCAPE DRAWINGS LANDSCAPE SEE LANDSCAPE DRAWINGS LANDSCAPE SEE LANDSCAPE DRAWINGS NORTHWEST PLAZA [NIC] A5.02 5 A5.02 1 A5.01 8 SIM. 5'-6" 19'-6"7'-0" 24'-0 3/4" 3'-0" A5.01 5 SIM. 23'-3" 32'-4 7/8" 3'-0" 5' - 1 0 " 3' - 0 " 23 ' - 0 " 137.79 9'-11" 3'-0" 3'-0" R 50' - 0" R 41' - 0" 2'-6" R 52' - 3" RETAINING WALL SEE CIVIL DRAWINGS EXISTING ARENA STAIRS (NIC) 37 ' - 1 0 1 / 2 " 6 A8.03 6 A8.03 9 A8.03 PR O P E R T Y L I N E CONCRETE RETAINING WALL, SEE CIVIL DRAWINGS EXISTING ARENA STAIRS (NIC) GA T E W A Y A B O V E 1'-0" 7'-6" ENTRY GATEWAY ABOVE SEE: A8.03 2' - 6 " 4'-5" SIDEWALK REFER TO CIVIL C2.01 DRAWINGS 4'-0" 2'-0" 1'-6" 6'-4" 8'-0" 1'-7" WATERPROOFING SYSTEM SEE CIVIL DRAWINGS. NOTE: FLOOR ELEVATIONS AND TOP OF WALL ELEVATIONS SEE CIVIL C401, C402, & C403. 3.7 11.1 11.1 5.8 3.11 11.6 11.1 5.8 11.6 3.11 3.11 11.4 1'-6" 11.4 3.11 5.8 9.2 10.1 10.1 5.19 5.19 10.10 A8.037 A8.038 3.11 6'-6" 13'-0" 6'-6" 6'-6" 1'-4" 10'-0" 2'-6" 2'-6" 8'-9" 7'-5 3/4" 2'-6" 5'-8 1/4" 1'-6" 8'-6" 1'-6" 6'-0 1/4"10'-0" 10'-0" 10.16 10.16 10.16 2'-6"4'-8 1/2" 5'-6" 6'-0" 17'-6" 3'-6" 6'-0" 3'-5" 4'-6" 4'-6" PAVED AREA WITH SNOW MELTING SYSTEM PAVED AREA WITH SNOW MELTING SYSTEM1'-6" 1'-6" A8.04 2 4'-6"4'-6"4'-6" GUARD BOOTH 4 4 3'-0" Ø, CENTERED ON ENTRY PORTAL PILASTER/COLUMN ENTRY PORTAL FOUNDATION PER 9/G S4.10. GC TO COORDINATE WITH ENTRY PORTAL DELEGATED DESIGNER PRIOR TO PROCUREMENT PLACEMENT OF FOUNDATION MATERIAL. 3'-0" Ø, CENTERED ON ENTRY PORTAL PILASTER/COLUMN ENTRY PORTAL FOUNDATION PER 9/G S4.10. GC TO COORDINATE WITH ENTRY PORTAL DELEGATED DESIGNER PRIOR TO PROCUREMENT PLACEMENT OF FOUNDATION MATERIAL. 4 4 17'-8" 11'-1 1" 12'-3 " 7/ 2 / 2 0 2 5 7 : 5 3 : 0 7 A M 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 1/4" = 1'-0"1 CONTROLS - 1 1 3 0" 17'-6 " 17' - 6 " 17 ' - 6 " 18'-8 7/8" 2'-6" 7'-6" 1'-6" 3'-5" 3'-11" 2'-6" 58'-7 7/8" 3'-0" 32'-4 7/8" 3'-0" 7'-6" 6'-4" 11.1 1 10.1 5.19 6'-6" 6'-0 1/ 4" 10'-0" 10.16 10.16 3P E9EDPF 0" 0" 0" 0" 0" 0" 0" 0" 0" 0" Pending "Master Development Agreement" 07/02/2025 Corner of the retaining wall Corner of the Guard Booth Retaining Wall End of the Street Retaining Wall 3.11 11.1 5.8 10.1 5.19 3.2 5.8 11.1 10.1 3.11 5.19 5.8 5.19 10.110.1 11.1 11.4 5.83.11 11.1 11.4 3.2 3.11 3.14 EXIT LANE (2) EXIT LANE (3) ENTRY LANE (1) 5.19 5.19 10.1 11.1 3.11 3.113.2 5.19 ENTRY LANE (1) EXIT LANE (2) EXIT LANE (3) PARKING GATEWAY - ISOMETRIC2 PARKING GATEWAY - EXIT POV1 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 5/ 1 9 / 2 0 2 5 3 : 0 4 : 1 6 P M ENTRANCE GATEWAY DETAILS A8.03 Phase 2 Permit Set 02/17/25 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA/YC SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP 1/4" = 1'-0" SECTION - GATEWAY ENTRANCE9 1/4" = 1'-0" SECTION - GATEWAY EXIT6 Key Value Keynote Text 3.2 CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DWGS. 3.11 CONCRETE CURB/ISLAND 6" HIGH, REFER TO DETAIL 8/A5.01 3.14 CONCRETE WALL - REFER TO STRUCTURAL DWGS. 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.19 MTL STUD WALL FRAMING SYSTEM. 10.1 OVERHEAD VEHICLE ENTRY/EXIT BARRIER BAR - REFER TO A9.11 11.1 BARRIER GATE WITH GATE ARMS, TYP. 11.4 EXIT STATION, TYP. 1/4" = 1'-0" GATEWAY EXIT7 1/4" = 1'-0" GATEWAY ENTRANCE8 NO. DATE REVISION 10/31/2024 50% Design Development 12/06/2024 100% Design Development 02/14/2025 50% Construction Documents 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 2 05/19/2025 Bulletin #2 2 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 7/ 1 4 / 2 0 2 5 8 : 2 6 : 5 6 P M AXONOMETRICS A1.04 Bulletin 4 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP AXONOMETRIC VIEW - EAST1AXONOMETRIC VIEW - SOUTH3 AXONOMETRIC VIEW - WEST4 AXONOMETRIC VIEW - NORTH2 NO. DATE REVISION 10/31/2024 50% Design Development 12/06/2024 100% Design Development 02/14/2025 50% Construction Documents 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 5 07/??/2025 Bulletin #5 5 RAMP UP EXISTING VEHICULAR RAMP TO REMAIN RAMP EXISTING VEHICUL AR RAMP T O R EMAIN 6" 1 A3.05 1 A3.07 A3.01 1 A3.03 1 G.P G.D G.E G.F G.G G.M G.N G.O G.1 G.2 G.5 G.5.9 G.7 G.9 1 A3.06 10.38 % 5.14 5.15 5.14 21.2 1 A6.01 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 2 A6.03 3 A6.01 A4.08 1 ARENA STAIR [NIC] TRASH ROOM [NIC] EXISTING TRANSFORMER EXISTING TRANSFORMER EXISTING TRANSFORMER LOADING AREA UNDER EXISTING ARENA [NIC] LOADING AREA UNDER NEW PLARKING STRUCTURE G.6 G.7.9G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L G.C G.Q 1 A3.08 T A4 22'-6"22'-6"27'-9"21'-0"35'-4 1/2"4'-3" 7'-4 1/2" 11'-7 1/2" 8'-5 1/2" 3'-2"30'-0" 51 ' - 8 " 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 18 ' - 0 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " 10 ' - 6 " 194'-0"5'-0" 27 2 ' - 2 " ARENA GRID LINE VERIFY IN FIELD ARENA GRID LINE VERIFY IN FIELD AR E N A G R I D L I N E VE R I F Y I N F I E L D AR E N A G R I D L I N E VE R I F Y I N F I E L D STAIR #3 101 5.15 5.14 5.14 43.3 7 ' 43.3 7 ' 45.3 7 ' 44.02' 39.42' 39.42' 45.3 7 ' 5.14 5.14 5.14 5.14 5.14 2'- 9 1 / 2 " EXISTING PLAYOFF PRESS CONFERENCE [NIC] ELEVATOR PIT ABOVE, 28'-8" HEADROOM CLEARANCE SEE SHEET 1/A4.05 CONCRETE FLOOR TO BE PARTIALLY REPAIRED UP 7.8 8 % ELECTRICAL ROOM (NIC) ICE ROOM (NIC) CONTRACTOR LABOR WAITING AREA (NIC)CORRIDOR (NIC) GENERATOR (NIC) SERVICE (NIC) SERVICE (NIC) SERVICE (NIC) CONTROL (NIC) CONTROL ROOM (NIC) TRUCK PARKING AREA (NIC) SERVICE (NIC) LOADING RAMP (NIC) TRUCK PARKING AREA (NIC) MECHANICAL ROOM (NIC) ELEVATOR #3 FOOTPRINT OF OPEN PARKING GARAGE ABOVE 21.1DSP DSP 01 A4.10 1 100 S N 400 W PROPERTY LINE PARKING STRUCTURE FOOTPRINT ABOVE 21.2 FEC FOOTINGS BELOW GRADE SEE STRUCTURAL G.5.2 G.8.2 G.8.6 G.C.4 LIMIT OF SCOPE OF WORK EXISTING BUILDING TO REMAIN (NIC) LIMIT OF SCOPE OF WORK LIMIT OF SCOPE OF WORKEXISTING BOLLARDS TO REMAIN EXISTING BOLLARDS TO REMAIN WA4 4'- 7 " 4 ' - 7 " 4 ' - 7 " 4 ' - 7 " 16 ' - 7 " 12 ' - 1 0 " 4'-3" 4'-3" 4'-3" 6'-6" 4'-7" 4 ' - 7 " 4'-1 1/2" 3'-10" 3'-10" 3'-10" 1'-0" 3'-5" 3'-5" 9" 1 ' - 7 " 5.8 5.8 MAX. 2% SLOPE. MAX. 4.99% SLOPE IN DIRECTION OF TRAVEL MAX. 2% SLOPE WHERE DOOR TBD RELOCATED CATCH BASIN'S APPROX. NEW LOCATION CONC. OVERPOUR TO MAINTAIN 1% SLOPE TOWARD RELOCATED CATCH BASIN 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD, SEE DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 14'-10" MINIMUM FOR TRUCK MANUEVERING HEADROOM DIAGRAM TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALL WD3 12" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD4 12" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM 12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WC1 8" METAL STUD W/EIFS SYSTEMWC2 6" METAL STUD W/EIFS SYSTEM TYPE ONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WB1 8" METAL STUD W/EIFS SYSTEMWB2 6" METAL STUD W/EIFS SYSTEM TYPE NON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA2 4" METAL STUD W/EIFS SYSTEM WA3 6" METAL STUD W/EIFS SYSTEM 4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHING WA4 WA5 6" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XX SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 4/ 7 / 2 0 2 5 2 : 1 2 : 2 3 P M PARKING PLAN - LOWER LEVEL B1 (BASEMENT) A2.00 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP 3/32" = 1'-0" PARKING PLAN - LOWER LEVEL B1 (BASEMENT)1 Key Value Keynote Text 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS. 5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. 21.1 FIRE SPRINKLER RISER/STANDPIPE - REFER TO DETAIL 12/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 N REFERENCE TRUE NORTH FOOTPRINT OF OPEN PARKING GARAGE ABOVE FOOTPRINT OF OPEN PARKING GARAGE ABOVE EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN PARKING STRUCTURE FOOTPRINT NO. DATE REVISION 1 10/31/2024 50% Design Development 2 12/06/2024 100% Design Development 3 02/14/2025 50% Construction Documents 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set UPUPUP DN UP RA M P U P 6.6 2 % RA M P D N 6. 6 2 % RA M P U P 6. 6 2 % 6" 6" UP 1 A3.05 1 A3.07 A3.03 1 7'- 6 " 8'- 2 " 10 @ 9 ' - 0 " = 9 0 ' - 0 " 10 1/2"17'-6"23'-9"17'-6"2'-0"17'-6"23'-9"17'-6" G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9 5 1 3 1 1- 1 6 1- 9 10 1 13 1A-28 1B-35 1 A3.06 2'-8 1/2"8'-6"2 @ 9'-0" = 18'-0"4 @ 8'-6" = 34'-0"17'-0 1/2" 1 10'-0"2'-0"10'-0" OPEN TO BELOW 1C-7 22 ' - 9 " 24 ' - 1 " 18 ' - 5 " 1 2 5 1 ELEVATOR & STAIR #1 STAIR #2 A4.06 1 7 1/2" 10'-0" 2'-0" 10'-0" PEDESTRIAN BRIDGE TO ARENA OVERHEAD 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 18 ' - 0 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " UP DN UP DNDNUP FEC FEC FEC 8" 5'-8" 6. 8 2 % 4'- 5 " 13 ' - 1 " 5'- 4 " 16'-9 1/2"23'-10"2 @ 8'-6" = 17'-0" 1'-4" 8" 18 ' - 5 " 2'- 8 1 / 2 " 8'- 0 " 8 ' - 0 " 9 ' - 6 " 10 @ 9 ' - 4 " = 9 3 ' - 4 " 8'- 0 " 1 ' - 2 " 4 ' - 0 " 34 ' - 4 1 / 2 " 18'-4 1/2"4'-0"3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"8'-0"8'-0"8'-0" 4'-0" 4'-0" 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 11'-1 1/2"6'-0"11'-9" 6'- 0 " 12 ' - 1 " 6'- 0 " 10 ' - 5 " 6'- 0 " 12 ' - 0 " 6'- 0 " 7 @ 9 ' - 0 " = 6 3 ' - 0 " 3'- 4 " 18 ' - 5 " 24 ' - 0 " 10 ' - 1 0 " 3 @ 9 ' - 0 " = 2 7 ' - 0 " 8" 24 ' - 1 " A3 . 0 2 1 A3 . 0 4 1 22.2 21.2 5.14 5.14 5.14 5.15 5.14 5.15 5.14 5.15 5.5 5.5 ELEV. #2 ELEV. #1 1'-0" 7'-4 1/2" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 1'-3" 1'- 3 " 1'-0" 5'- 1 " 12 A1.06 1 A6.01 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 2 A6.03 3 A6.01 3 A6.03 1 A6.04 2 A6.04 3 A6.04 1 A6.05 2 A6.05 3 A6.05 3 A6.06 2 A6.06 2 A4.17 1 A6.06 ARENA STORAGE ROOM BELOW [NIC] R 14' - 9"R 14' - 11 1/2" A4.16 5 G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L 1 A3.08 T A4 21'-0"8'-3"27'-1 1/2"4'-3" 7'-4 1/2"11'-7 1/2"8'-5 1/2" 3'-2" 2'-10"16'-11 1/2"10'-2 1/2" 121'-3" 21 0 ' - 0 " AR E N A G R I D L I N E ARENA GRID LINE 1'-3 1/2" 2'-0" 2'-0" ELECTRICAL ROOM 102 FOR BRIDGE CONNECTION, SEE SHEET A4.15 ARENA [NIC] A4.17 1 FOR GUARD BOOTH, SEE SHEET A8.04 FIRE RISER ROOM 103 UTILITY ROOM 104 5.5 5.5 STAIR #3 101 PROJECT DATUM: ELEV. 4200 = ELEV. 0 9.29.2 9.2 9.2 9.2 74.00' 74.00'74.00'74.50' 74.00' 74.00' 79.96' 79.96'79.96' 79.96' 1 A0.03 5.8 5.15 5.14 5.15 5.14 5.14 9.10 A5.01 7 5.14 5.14 5.14 5.15 9.10 9.10 9.6 9.6 9.10 9.10 9.10 A5.11 5 WA5 WA1 WB2 WC2 WA1 WB1 WA4 WA2 WB1 22.2 15 ' - 4 1 / 2 " ELEVATOR #3 ROOF DECK 1'- 1 " 6'- 5 " 5 ' - 3 " 1 ' - 3 " 9 1/2" 5'-3" 4'-6" 4'-6" 5'-3" AS S U M E D P R O P E R T Y L I N E 2'-10" 18 ' - 6 " 9'-6 1/2" 2'-1" A4.10 2 02 05 03 04 10 11 17 ' - 6 " 17 ' - 6 " 17 ' - 6 " WA5 10" 8'-0" 10 ' - 0 " PROPERTY LINE G.5.2 G.8.2 G.8.6 21.1 5.2 21.1 07 3'-7 1/2" 6'-1 1/2" 6'-3 1/2" 06 09 4'-2" SEE SHEET A8.02 FOR CONTINUATION REFER TO A 2.02A FOR LOADING DOCK COVER 5'-0" 4'-6" 5'-0" 1 WA1WC2 WB2 WB2 WB2 WA2 WA3 WB1 WA4 WA4 WA1 2'-3 1/2" 2'- 3 1 / 2 " EXISTING VEHICLE RAMP BELOW EXISTING VEHICLE RAMP BELOW ø 5'-0" 18'-6"10'-8"11'-0 1/2" 07 79.96' 79.96' 79.96' A4.08 5 A4.01 2 A4.16 6 2 22.12 22.12 WC1 1 1 1 1 1 75.79' 78.17' 81.75' 79.96' 74.00' 1 1 74.00' 74.00' 73.00' 74.80' 77.18'80.75' 78.96' 84.12' 74.00' 1 3 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD OR HIGH IMPACT BOLLARD, SEE OR DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 10/A7.02 G.5G.4 G.9 G.D G.F G.G G.N G.O G.E G.H G.I G.J G.K G.L G.M G.P G.7.5G.5.5 G.6 G.8 HEADROOM DIAGRAM LEGEND 8'-2" MIN. HEADROOM AT ACCESSIBLE PARKING ROUTES LEADING TO AND FROM VAN ACCESSIBLE SPACES AND THE SPACE ITSELF. ALL OTHER AREAS WHERE CARS MAY PARK OR CIRCULATE AND PEDESTRAIN MAY TRAVEL WITHIN THE PARKING LEVELS MUST HAVE 7'-0" MIN. CLEAR HEADROOM. SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 5/ 3 0 / 2 0 2 5 4 : 1 3 : 4 6 P M PARKING PLAN - LEVEL 1 A2.01 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP 1/8" = 1'-0" PARKING PLAN - LEVEL 11 Key Value Keynote Text 5.2 5" I.D. VEHICLE BARRIER PIPE WITH STEEL COATING SYSTEM, CONCRETE FILLED - REFER TO 2/A7.02, 5/A7.02, 8/A7.02 - REFER TO STRUCTURAL DWGS. 5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.06 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS. 5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. 9.2 PAINTED DIRECTIONAL ARROWS - REFER TO DETAIL 1/A5.02 9.6 ACCESSIBLE STALL STRIPING - REFER TO DETAIL 3/A5.01 9.10 STANDARD STALL STRIPING - REFER TO DETAIL 1/A5.01 21.1 FIRE SPRINKLER RISER/STANDPIPE - REFER TO DETAIL 12/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 22.2 EMERGENCY FLOOR DRAIN, REFER TO PLUMBING DWGS. 22.12 PIPES - REFER TO 4/7.01, 5/7.02, 6/7.01, 7/7.02 FOR PIPE PROTECTION DETAILS N REFERENCE TRUE NORTH NO. DATE REVISION 10/31/2024 50% Design Development 12/06/2024 100% Design Development 02/14/2025 50% Construction Documents 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 1 04/30/2025 Bulletin #1 3 05/30/2025 Bulletin #3 UP DN UP DN RA M P U P 6.1 1 % RA M P D N 6. 1 1 % RA M P U P 5. 5 6 % RA M P D N 6.6 2 % 6" 1 A3.05 1 A3.07 A3.03 1 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9 5 1 4 1 1- 1 6 1- 9 9 1 14 2A-312B-35 1- 9 1- 1 6 1 5 1 4 1 A3.06 17'-6"23'-9"17'-6"2'-0"17'-6"23'-9"17'-6"1'-10 1/2" 17 ' - 6 " 34 ' - 1 0 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 34 ' - 1 1 " 17 ' - 6 " 1'- 2 1 / 2 " 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 3'-0"3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"8'-6"8'-6"8'-0" 4'-0" 3'-4 1/2"15'-0" 3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"9 @ 8'-6" = 25'-6"2'-10"18'-4 1/2" A4.01 3ELEVATOR & STAIR #1 STAIR #2 A4.06 2 1B- FEC UPDN UPDN FIRE RISER ROOM 201 9 @ 9 ' - 0 " = 8 1 ' - 0 " 91.42' 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 6'-0"11'-9"6'-0" 10 ' - 1 0 " 6'- 0 " 12 ' - 0 " 23 ' - 6 " 11 " 10 ' - 1 1 " 6'- 0 " 12 ' - 0 " 6'- 0 " 3'- 5 " 3'- 4 " 3'-4 1/2" 6'-0"11'-9"6'-0" A3 . 0 2 1 A3 . 0 4 1 5.15 5.14 5.14 5.155.14 5.15 5.14 9.2 22.2 21.2 9.2 9.2 22.2 9.2 ELEV. #2 ELEV. #1 A3.01 1 7.3 12 A1.06 A4.18 1 2'- 8 " 4 ' - 6 " 4'- 6 " 4'- 6 " 4'- 6 " 34'-4 1/2" 9'-2" 1 A6.01 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 2 A6.03 3 A6.01 1'-4" 3 A6.03 1 A6.04 2 A6.04 3 A6.04 1 A6.05 2 A6.05 3 A6.05 3 A6.06 2 A6.06 2 A4.17 1 A6.06 A4.08 6 ARENA LOBBY RAMP [NIC] ARENA STAIR [NIC] ARENA GARAGE [NIC] ARENA EMPLOYEE LOBBY [NIC] 1'-0" R 14' - 9"R 14' - 9" 2'-0" R 14' - 8 1/2"R 14' - 8 1/2" 1'-0" 1'- 0 " G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L 1 A3.08 T A4 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 2'- 9 1 / 2 " 15 ' - 2 1 / 2 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " 21 0 ' - 0 " AR E N A G R I D L I N E , VE R I F Y I N F I E L D ARENA GRID LINE, VERIFY IN FIELD 4'-0" FEC FEC A2.02A 1 UP DN UP DN 5.5 5.5 5.5 PROJECT DATUM: ELEV. 4200 = ELEV. 0 9.2 9.2 79.96' 90.96' 91.41' 89.92' 89.92'89.92' 89.31' 87.11' 89.92' 82.47' 93.84' 21.2 5.5 5.8 5.15 5.15 5.14 5.14 5.14 5.14 9.6 9.10 9.10 5.8 9.10 9.10 5.14 5.14 5.14 9.10 9.10 9.10 9.10 9.10 9.10 9.10 1'-2" WA1 WA1 WB1 WA1 WA4 WC1 12 NEW ELEVATOR AS S U M E D P R O P E R T Y L I N E 2'-10" 5'-6" 5'-6" 8'-5" 9'- 2 " 1 A4.10 3 13 STORAGE AREA BELOW (NIC) 8'-0" PROPERTY LINE STORAGE AREA BELOW (NIC) SEE SEPARATE PERMIT FOR DOORS AND WALLS AT ARENA CONNECTION POINT 3" 2'- 0 " 4'- 0 " 2'-0" 2'-0" 4'- 0 " G.5.2 G.8.2 G.8.6 21'-0"8'-3"27'-1 1/2"4'-3" 7'-4 1/2"11'-7 1/2"8'-5 1/2" 3'-2" 2'-10"16'-11 1/2"10'-2 1/2" 5'-0" 121'-3" 3'-7 1/2" 5'-8 1/2" 5'-8 1/2" 4" LOADING DOCK COVER 2.49% 1.60% WA4 WA4 WA1 WA2 WA3 WA4 WC1 WC1 WC1 WC1 WC1 WC1 CC1 FD1 FD1 9" 16 ' - 3 " A7.01 9 5'-3" 1 A4.199 A4.18 31'-3"11 ' - 0 " 11'-3 1/2" 38 ' - 1 1 " 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD, SEE DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 4/ 4 / 2 0 2 5 4 : 3 8 : 2 1 P M PARKING PLAN - LEVEL 2 A2.02 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP 1/8" = 1'-0" PARKING PLAN - LEVEL 21 Key Value Keynote Text 5.5 GALVANIZED BARRIER CABLES - REFER TO DETAIL A7.06 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS. 5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. 7.3 ELASTOMERIC COATING OVER ROOM BELOW - SEE SPECIFICATION 9.2 PAINTED DIRECTIONAL ARROWS - REFER TO DETAIL 1/A5.02 9.6 ACCESSIBLE STALL STRIPING - REFER TO DETAIL 3/A5.01 9.10 STANDARD STALL STRIPING - REFER TO DETAIL 1/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 22.2 EMERGENCY FLOOR DRAIN, REFER TO PLUMBING DWGS. N REFERENCE TRUE NORTH NO. DATE REVISION 1 10/31/2024 50% Design Development 2 12/06/2024 100% Design Development 3 02/14/2025 50% Construction Documents 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set UP DN 1 A7-110.PH3 RA M P U P 6.1 1 % RA M P D N 6. 1 1 % RA M P U P 5. 5 6 % RA M P D N 5.5 6 % 6" 1 A3.05 1 A3.07 A3.03 1 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9 5 1 4 1 1- 1 6 1- 9 9 1 16 1 3A-333B-35 1- 9 1- 1 6 1 5 1 4 1 A3.06 A4.01 4ELEVATOR & STAIR #1 STAIR #2 A4.06 3 2B- FEC UP DN UP DNUPDN UPDN FIRE RISER ROOM 302 PEDESTRIAN BRIDGE TO ARENA 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 18'-4 1/2" 3'-0" 3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"8'-6"8'-6"8'-0" 4'-0" 3'-8" 3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"9 @ 8'-6" = 25'-6" 2'-10" 18'-4 1/2" 3'- 4 1 / 2 " 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 3'- 4 1 / 2 " 3'- 4 " 3'- 5 " 17 ' - 6 " 34 ' - 1 0 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 34 ' - 1 1 " 17 ' - 6 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 16 ' - 1 1 " 12 ' - 0 " 6'- 0 " 18 ' - 4 " 10 ' - 1 0 " 6'- 0 " 12 ' - 0 " 6'- 0 " A3 . 0 2 1 A3 . 0 4 1 9.2 9.2 5.5 9.2 9.2 22.2 21.2 9.2 5.15 5.14 5.14 21.2 22.2 5.14 5.15 5.155.14 5.15 ELEV. #2 ELEV.#1 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 2 A6.03 3 A6.01 3 A6.03 1 A6.04 2 A6.04 3 A6.04 1 A6.05 2 A6.05 3 A6.05 3 A6.06 2 A6.06 1 A6.06 ARENA LOBBY RAMP [NIC] ARENA EMPLOYEE LOBBY [NIC] ARENA FIRST AID [NIC] 1'-0" R 14' - 9"R 14' - 9" 2'-0" G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L 1 A3.08 T A4 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 2'- 9 1 / 2 " 15 ' - 2 1 / 2 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " 21 0 ' - 0 " A3.01 1 AR E N A G R I D L I N E , VE R I F Y I N F I E L D ARENA GRID LINE, VERIFY IN FIELD ELECTRICAL ROOM 301 A4.18 4 10'-6" 2" 5.5 5.55.5 PROJECT DATUM: ELEV. 4200 = ELEV. 0 2'-0" 2'-0" 9.2 95.96'95.96' 96.42' 97.61' 99.81' 101.46' 100.19' 101. 4 6 ' 94.46' 102.96' 104.38' 93.92' FEC 5.145.15 FEC 9.10 9.10 9.10 9.10 9.10 9.10 5.15 5.14 5.14 5.14 5.14 5.15 5.14 9.10 5.14 5.14 5.8 5.8 9.10 9.10 9.10 9.10 9.10 WA1 WA4 WD1 WA1 WB1 AS S U M E D P R O P E R T Y L I N E 2'-10" 4'- 0 " 2'- 0 " 4'- 0 " 4'- 6 " 4 ' - 6 " 4 ' - 6 " 4 ' - 6 " 2 ' - 8 " 3'-7 1/2" 5'-8 1/2" 5'-8 1/2" 15'-0" PROP E R T Y LINE 15 14 G.5.2 G.8.2 G.8.6 21'-0"8'-3"27'-1 1/2"4'-3" 7'-4 1/2"11'-7 1/2"8'-5 1/2" 3'-2" 2'-10"16'-11 1/2"10'-2 1/2" 5'-0" 121'-3" 4" WB1 WB1 WA3 WA2 WD1 WA1 WA1 WA1 WA1 WA1 ? WA1 WA1 FD1 FD1 9'- 4 1 / 2 " A7.01 9 5'-3" 10'-9 1/2"7'-2" 22.12 22.12 1 A4.199 A4.18 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD, SEE DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALL WD3 12" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD4 12" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM 12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WC1 8" METAL STUD W/EIFS SYSTEMWC2 6" METAL STUD W/EIFS SYSTEM TYPE ONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WB1 8" METAL STUD W/EIFS SYSTEMWB2 6" METAL STUD W/EIFS SYSTEM TYPE NON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA2 4" METAL STUD W/EIFS SYSTEM WA3 6" METAL STUD W/EIFS SYSTEM 4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHING WA4 WA5 6" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XX 1/8" = 1'-0" PARKING PLAN - LEVEL 31 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 4/ 4 / 2 0 2 5 4 : 3 8 : 5 4 P M PARKING PLAN - LEVEL 3 A2.03 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP Key Value Keynote Text 5.5 GALVANIZED BARRIER CABLES - REFER TO DETAIL A7.06 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS. 5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. 9.2 PAINTED DIRECTIONAL ARROWS - REFER TO DETAIL 1/A5.02 9.10 STANDARD STALL STRIPING - REFER TO DETAIL 1/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 22.2 EMERGENCY FLOOR DRAIN, REFER TO PLUMBING DWGS. 22.12 PIPES - REFER TO 4/7.01, 5/7.02, 6/7.01, 7/7.02 FOR PIPE PROTECTION DETAILS N REFERENCE TRUE NORTH NO. DATE REVISION 1 10/31/2024 50% Design Development 2 12/06/2024 100% Design Development 3 02/14/2025 50% Construction Documents 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set UP DN DN UP RA M P U P 6.1 1 % RA M P D N 6. 1 1 % RA M P U P 5. 5 6 % RA M P D N 5.5 6 % 6" 1 A3.05 1 A3.07 A3.03 1 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9 5 1 4 1 1- 1 6 1- 9 9 1 16 1 4A-334B-35 1- 9 1- 1 6 1 5 1 4 1 A3.06 17'-6"23'-9"17'-6"2'-0"17'-6"23'-9"17'-6"1'-10 1/2" A4.01 5ELEVATOR & STAIR #1 STAIR #2 A4.06 4 3B- FEC UP DN UP DNUPDN UPDN FIRE RISER ROOM 401 18 ' - 4 " 3'- 5 " 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 18 ' - 5 " 18'-4 1/2"3'-0"3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"8'-6"8'-6"8'-0" 3'-8" 3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"9 @ 8'-6" = 25'-6" 2'-10" 18'-4 1/2" 3'- 5 " 3'- 4 1 / 2 " 3'- 4 " 17 ' - 6 " 34 ' - 1 0 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 34 ' - 1 1 " 17 ' - 6 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 6'-0"11'-9"6'-0"18'-4 1/2"6'-0"11'-9"6'-0" 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 10 ' - 1 0 " 6'- 0 " 12 ' - 0 " 6'- 0 " 6'- 0 " 12 ' - 0 " 6'- 0 " 10 ' - 1 1 " A3 . 0 2 1 A3 . 0 4 1 9.2 22.2 21.2 5.15 9.2 9.2 5.15 5.14 9.10 9.2 5.155.14 5.15 22.2 9.2 5.14 7.3 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 2 A6.03 3 A6.01 6'-9 1/2" 18 ' - 4 " 5'- 4 1 / 2 " 8 ' - 0 " 8'- 6 " 8 ' - 6 " 13 @ 9 ' - 0 " = 1 1 7 ' - 0 " 3 A6.03 1 A6.04 2 A6.04 3 A6.04 1 A6.05 2 A6.05 3 A6.05 3 A6.06 2 A6.06 1 A6.06 ARENA [NIC] ARENA STAIR [NIC] 5.5 2'-0" 1'-0" 1'-0" R 14' - 8 1/2"R 14' - 8 1/2" 2'-0" R 14' - 9"R 14' - 9" 5.2 G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L 1 A3.08 T A4 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 2'- 9 1 / 2 " 15 ' - 2 1 / 2 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " 21 0 ' - 0 " A3.01 1 AR E N A G R I D L I N E , VE R I F Y I N F I E L D ARENA GRID LINE, VERIFY IN FIELD 1'- 0 " 3'-6" 5.5 5.55.5 5'- 6 " 5 ' - 6 " 4 ' - 2 " 15'-0" PROJECT DATUM: ELEV. 4200 = ELEV. 0 2'-0" 2'-0" 9.2 106.46' 106.46' 108.11' 110.31' 111.96' 111. 9 6 ' 113.46' 104.96' 106.46' 114.88' 104.43' 5.15 5.14 5.15 5.155.14 5.14 5.14 5.155.15 21.2 FEC FEC 5.14 5.14 5.14 5.14 5.8 5.8 9.10 9.10 9.10 9.10 9.10 9.10 9.6 9.6 9.10 9.10 9.10 WA1 WA1 WB1 WA4WA1 ELEV. #2 ELEV. #1 2'-10" AS S U M E D P R O P E R T Y L I N E 4'- 0 " 2'- 0 " 4'-0" 4'- 0 " 5'- 2 " 7'-2" PROP E R T Y LINE 16 G.5.2 G.8.2 G.8.6 21'-0"8'-3"27'-1 1/2"4'-3" 7'-4 1/2"11'-7 1/2"8'-5 1/2" 3'-2" 2'-10"16'-11 1/2"10'-2 1/2" 5'-0" 121'-3" 3'-7 1/2" 5'-8 1/2" 5'-8 1/2" 4" WA1 WA4 WA2 WA3 WA2 22.12 22.12 1 A4.19 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD, SEE DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALL WD3 12" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD4 12" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM 12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WC1 8" METAL STUD W/EIFS SYSTEMWC2 6" METAL STUD W/EIFS SYSTEM TYPE ONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WB1 8" METAL STUD W/EIFS SYSTEMWB2 6" METAL STUD W/EIFS SYSTEM TYPE NON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA2 4" METAL STUD W/EIFS SYSTEM WA3 6" METAL STUD W/EIFS SYSTEM 4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHING WA4 WA5 6" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XX SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 4/ 4 / 2 0 2 5 4 : 3 9 : 2 4 P M PARKING PLAN - LEVEL 4 A2.04 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP 1/8" = 1'-0" PARKING PLAN - LEVEL 41 Key Value Keynote Text 5.2 5" I.D. VEHICLE BARRIER PIPE WITH STEEL COATING SYSTEM, CONCRETE FILLED - REFER TO 2/A7.02, 5/A7.02, 8/A7.02 - REFER TO STRUCTURAL DWGS. 5.5 GALVANIZED BARRIER CABLES - REFER TO DETAIL A7.06 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS. 5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. 7.3 ELASTOMERIC COATING OVER ROOM BELOW - SEE SPECIFICATION 9.2 PAINTED DIRECTIONAL ARROWS - REFER TO DETAIL 1/A5.02 9.6 ACCESSIBLE STALL STRIPING - REFER TO DETAIL 3/A5.01 9.10 STANDARD STALL STRIPING - REFER TO DETAIL 1/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 22.2 EMERGENCY FLOOR DRAIN, REFER TO PLUMBING DWGS. 22.12 PIPES - REFER TO 4/7.01, 5/7.02, 6/7.01, 7/7.02 FOR PIPE PROTECTION DETAILS N REFERENCE TRUE NORTH NO. DATE REVISION 1 10/31/2024 50% Design Development 2 12/06/2024 100% Design Development 3 02/14/2025 50% Construction Documents 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set UP DN RA M P U P 6.1 1 % RA M P D N 6. 1 1 % RA M P U P 5. 5 6 % RA M P D N 5.5 6 % 6" 1 A3.05 1 A3.07 A3.03 1 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9 5 1 4 1 1- 1 6 1- 9 9 1 16 1 5A-335B-35 1- 9 1- 1 6 1 5 1 4 1 A3.06 10 1/2"17'-6"23'-9"17'-6"2'-0"17'-6"23'-9"17'-6"1'-10 1/2" A4.01 6ELEVATOR & STAIR #1 STAIR #2 A4.06 5 4B- FEC UP DN UP DNUPDN UPDN FIRE RISER ROOM 502 121.92' 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 18 ' - 5 " 18'-4 1/2"3'-0"3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"8'-6"8'-6"8'-0"4'-0" 3'-8" 3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"9 @ 8'-6" = 25'-6" 2'-10" 18'-4 1/2" 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 3'- 5 " 3'- 4 1 / 2 " 3'- 4 1 / 2 " 11 " 17 ' - 6 " 34 ' - 1 0 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 34 ' - 1 1 " 17 ' - 6 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 6'- 0 " 12 ' - 0 " 6'- 0 " 10 ' - 1 1 " 18 ' - 5 " 6'- 0 " 12 ' - 0 " 6'- 0 " 10 ' - 1 0 " 2'-0" 2'-0" A3 . 0 2 1 A3 . 0 4 1 5.15 5.14 5.14 9.2 22.2 21.2 5.14 5.14 22.2 21.2 9.2 9.2 9.2 9.2 1 A6.01 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 2 A6.03 3 A6.01 5'-4 1/2" 3 A6.03 1 A6.04 2 A6.04 3 A6.04 1 A6.05 2 A6.05 3 A6.05 3 A6.06 2 A6.06 1 A6.06 ARENA [NIC] R 14' - 8 1/2"R 14' - 8 1/2" R 14' - 9" R 14' - 9" 1'-0" 1'-0" G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L 1 A3.08 T A4 A3.01 1 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 2'- 9 1 / 2 " 15 ' - 2 1 / 2 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " 21 0 ' - 0 " AR E N A G R I D L I N E , VE R I F Y I N F I E L D ELECTRICAL ROOM 501 5.55.5 5.5 2" 10'-6" PROJECT DATUM: ELEV. 4200 = ELEV. 0 2'-0" 2'-0" 9.2 116.96'116.96' 117.42' 118.61' 120.81' 122. 4 6 ' 122.46' 123.96' 115.46' 125.34' 114.93' 116.43' 5.8 5.8 122.92' 5.15 5.15 5.15 5.14 5.14 5.14 5.14 5.14 5.145.15 5.15 5.149.10 9.10 9.10 9.10 9.109.10 WA1 WA1 WB1 WA1 WA4 WB1 ELEV. #2 ELEV. #1 2'-10" AS S U M E D P R O P E R T Y L I N E 4'- 0 " 4'-0" 2'- 0 " 4'- 0 " PROP E R T Y LINE 7'-2" 18 17 G.5.2 G.8.2 G.8.6 21'-0"8'-3"27'-1 1/2"4'-3"7'-4 1/2"11'-7 1/2"8'-5 1/2"3'-2"2'-10"16'-11 1/2"10'-2 1/2"5'-0" 121'-3" 3'-7 1/2" 5'-8 1/2" 5'-8 1/2" 4" WB1 WB1 WB1 WA2 WA2 WA3 ARENA GRID LINE, VERIFY IN FIELD 22.12 22.12 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD, SEE DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALL WD3 12" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD4 12" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM 12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WC1 8" METAL STUD W/EIFS SYSTEMWC2 6" METAL STUD W/EIFS SYSTEM TYPE ONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WB1 8" METAL STUD W/EIFS SYSTEMWB2 6" METAL STUD W/EIFS SYSTEM TYPE NON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA2 4" METAL STUD W/EIFS SYSTEM WA3 6" METAL STUD W/EIFS SYSTEM 4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHING WA4 WA5 6" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XX 1/8" = 1'-0" PARKING PLAN - LEVEL 51 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 4/ 4 / 2 0 2 5 4 : 3 9 : 5 3 P M PARKING PLAN - LEVEL 5 A2.05 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP Key Value Keynote Text 5.5 GALVANIZED BARRIER CABLES - REFER TO DETAIL A7.06 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS. 5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. 9.2 PAINTED DIRECTIONAL ARROWS - REFER TO DETAIL 1/A5.02 9.10 STANDARD STALL STRIPING - REFER TO DETAIL 1/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 22.2 EMERGENCY FLOOR DRAIN, REFER TO PLUMBING DWGS. 22.12 PIPES - REFER TO 4/7.01, 5/7.02, 6/7.01, 7/7.02 FOR PIPE PROTECTION DETAILS N REFERENCE TRUE NORTH NO. DATE REVISION 1 10/31/2024 50% Design Development 2 12/06/2024 100% Design Development 3 02/14/2025 50% Construction Documents 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set UP DN RA M P U P 6. 1 1 % RA M P D N 6. 1 1 % RA M P U P 5. 5 6 % RA M P D N 5. 5 6 % 6" 1 A3.05 1 A3.07 A3.03 1 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9 5 1 4 1 1- 1 6 1- 9 9 1 16 1 6A-336B-35 1- 9 1- 1 6 1 5 1 4 1 A3.06 11"17'-6"23'-9"17'-6"2'-0"17'-6"23'-9"17'-6"1'-11" A4.02 1ELEVATOR & STAIR #1 STAIR #2 A4.06 6 5B- T.D. UP DN UP DNUPDN UPDN FIRE RISER ROOM 602 132.42' 126.92' 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 18'-4 1/2"3'-0"3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"8'-6"8'-6"8'-0" 4'-0" 3'-8" 3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"9 @ 8'-6" = 25'-6" 2'-10" 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 3'- 5 " 3' - 4 1 / 2 " 3'- 4 1 / 2 " 3'- 4 " 17 ' - 6 " 34 ' - 1 0 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 34 ' - 1 1 " 17 ' - 6 " 10 " 9 @ 9 ' - 0 " = 8 1 ' - 0 " 6'- 0 " 12 ' - 0 " 16 ' - 1 1 " 6'-0"11'-9"6'-0"18'-5"6'-0"11'-9"6'-0" 18'-4 1/2"6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 10 ' - 1 0 " 6'- 0 " 12 ' - 0 " 6'- 0 " A3 . 0 2 1 A3 . 0 4 1 5.15 5.15 9.2 21.2 9.2 9.2 9.2 9.2 22.2 9.2 5.15 5.15 5.15 EDGE OF FLOOR ABOVE 7.3 20 ' - 6 " 6'-11" 32'-4 1/2" 1 A6.01 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 3 A6.01 3 A6.03 1 A6.04 2 A6.04 3 A6.04 1 A6.05 2 A6.05 3 A6.05 3 A6.06 2 A6.06 1 A6.06 ARENA [NIC] R 14' - 9" R 14' - 9" 2'-0" 1'-0" G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L 1 A3.08 T A4 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 2'- 9 1 / 2 " 15 ' - 2 1 / 2 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " 21 0 ' - 0 " A3.01 1 AR E N A G R I D L I N E , VE R I F Y I N F I E L D ELEVATOR MACHINE ROOM 601 5.5 5.5 5.5 5.5 5.5 5.5 5'-3" PROJECT DATUM: ELEV. 4200 = ELEV. 0 2'-0" 2'-0" 127.46'127.46' 127.92' 129.11' 131.31' 132.96' 132.96' 132.96' 134.46' 125.96' 135.85' 125.45' 5.8 5.8 5.15 5.15 5.15 5.15 9.6 9.10 9.10 9.10 9.10 9.10 9.10 WA1 WA4 WA4 WA1 WA1 WB1 ELEV. #2 ELEV. #1 AS S U M E D P R O P E R T Y L I N E 2'-10" 4'- 0 " 4'-0" 2'- 0 " 4'- 0 " 2'- 2 " 7" PROP E R T Y LINE 20 19 G.5.2 G.8.2 G.8.6 21'-0"8'-3"27'-1 1/2"4'-3"7'-4 1/2"11'-7 1/2"8'-5 1/2"3'-2"2'-10"16'-11 1/2"10'-2 1/2"5'-0" 121'-3" 4" 3'-7 1/2" 5'-8 1/2" 5'-8 1/2" WA2 WA4 WA4 WA3 WA2 WA1 1'-2 15/16" 1'-5" 5.12 ARENA GRID LINE, VERIFY IN FIELD 22.12 22.12 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD, SEE DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALL WD3 12" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD4 12" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM 12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WC1 8" METAL STUD W/EIFS SYSTEMWC2 6" METAL STUD W/EIFS SYSTEM TYPE ONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WB1 8" METAL STUD W/EIFS SYSTEMWB2 6" METAL STUD W/EIFS SYSTEM TYPE NON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA2 4" METAL STUD W/EIFS SYSTEM WA3 6" METAL STUD W/EIFS SYSTEM 4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHING WA4 WA5 6" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XX SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 4/ 4 / 2 0 2 5 4 : 4 0 : 2 5 P M PARKING PLAN - LEVEL 6 A2.06 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP 1/8" = 1'-0" PARKING PLAN - LEVEL 61 Key Value Keynote Text 5.5 GALVANIZED BARRIER CABLES - REFER TO DETAIL A7.06 5.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS. 5.12 HSS SEE STRUCTURAL DWGS. 5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. 7.3 ELASTOMERIC COATING OVER ROOM BELOW - SEE SPECIFICATION 9.2 PAINTED DIRECTIONAL ARROWS - REFER TO DETAIL 1/A5.02 9.6 ACCESSIBLE STALL STRIPING - REFER TO DETAIL 3/A5.01 9.10 STANDARD STALL STRIPING - REFER TO DETAIL 1/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 22.2 EMERGENCY FLOOR DRAIN, REFER TO PLUMBING DWGS. 22.12 PIPES - REFER TO 4/7.01, 5/7.02, 6/7.01, 7/7.02 FOR PIPE PROTECTION DETAILS N REFERENCE TRUE NORTH NO. DATE REVISION 1 10/31/2024 50% Design Development 2 12/06/2024 100% Design Development 3 02/14/2025 50% Construction Documents 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set DN DN RA M P U P 6.1 1 % RA M P D N 6. 1 1 % RA M P D N 5.5 6 % 6" 1 A3.05 1 A3.07 A3.03 1 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9 9 1 16 1 7A-33 1- 9 1- 1 6 1 5 1 4 1 A3.06 11"17'-6"23'-9"17'-6" OPEN TO BELOW A4.02 2ELEVATOR & STAIR #1 STAIR #2 A4.06 7 6B- 5 1 4 1 1 6 7B-11 FEC FEC FEC UP DN UP DN UPDN 137.42' 8 @ 9 ' - 0 " = 7 2 ' - 0 " 19 ' - 5 " 3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"3@ 8'-6" = 25'-6"3'-6" 4'-8"3 @ 8'-6" = 25'-6"3 @ 9'-0" = 27'-0"9 @ 8'-6" = 25'-6" 1'-10" 3'- 4 1 / 2 " 16 @ 9 ' - 0 " = 1 4 4 ' - 0 " 3'- 4 1 / 2 " 10 ' - 1 0 " 6'- 0 " 12 ' - 0 " 6'- 0 " 10 ' - 1 1 " 6'- 0 " 12 ' - 0 " 6'- 0 " 2'-0" 6'-0"11'-9"6'-0"18'-5" 6'-0"11'-9"6'-0"6'-0"11'-9"6'-0" 9 @ 9 ' - 0 " = 8 1 ' - 0 " A3 . 0 2 1 A3 . 0 4 1 3'-7 1/2"6 @ 9'-0" = 54'-0" 4'-4 1/2"17'-0" 9.2 21.2 22.2 21.2 9.2 9.2 A3.01 1 1'-0" 3'-4 1/2"31 ' - 9 " 1 A6.01 2 A6.01 1 A6.02 2 A6.02 3 A6.02 1 A6.03 3 A6.01 3 A6.03 1 A6.04 2 A6.04 3 A6.04 1 A6.05 2 A6.05 3 A6.05 3 A6.06 2 A6.06 1 A6.06 ARENA [NIC] R 14' - 9"R 14' - 9" 2'-0" 1'-0" 4'- 6 " SNOW PILING AREA 228 SQ. FT. SNOW PILING AREA 133 SQ. FT G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L 1 A3.08 T A4 21 ' - 0 " 8'- 0 " 19 ' - 9 " 18 ' - 0 " 9'- 0 " 2'- 9 1 / 2 " 15 ' - 2 1 / 2 " 18 ' - 0 " 4'- 6 " 22 ' - 6 " 27 ' - 9 " 21 ' - 0 " 22 ' - 6 " 21 0 ' - 0 " AR E N A G R I D L I N E ARENA GRID LINE CANOPY ROOF ABOVE CANOPY ROOF ABOVE 5.5 5.5 5.5 5.5 5.5 PROJECT DATUM: ELEV. 4200 = ELEV. 0 9.2 137.96' 137.96' 135.46' 143.46' 143.46' 143.46' 141.81' 139.61' 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 5.14 A5.01 7 9.10 9.10 WA1 WA4 WA1 WA1 WA4 9.2 ELEV. #2 ELEV. #1 AS S U M E D P R O P E R T Y L I N E 2'-10" 22.2 A.D. R 14' - 8 1/2" O.D. +2" A.D. O.D. +2" G.5.2 G.8.2 G.8.6 21'-0"8'-3"27'-1 1/2"4'-3" 7'-4 1/2"11'-7 1/2"8'-5 1/2" 3'-2" 2'-10"16'-11 1/2"10'-2 1/2" 5'-0" 121'-3" 3'-7 1/2" 5'-8 1/2" 5'-8 1/2" 17 ' - 6 " WA3 WA2 WA1 WA2 WA3 WA1 1'-0 1/2"2" 1'-0" SNOW PILING AREA 447 SQ. FT 1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED: A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS. B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS. C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS. D. NO OSBTRUCTIONS WITHIN DRIVE AILES. 2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS. 3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS. 4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE. 5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD. 6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND: (REFER TO STRIPING AND OTHER DETAILS) GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURB SEE PARKING BOLLARD, SEE DETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CL E A R L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POST SEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM: 4200.00'=00.00' 6/A5.01 5/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPE PAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALL WD3 12" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD4 12" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM 12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WC1 8" METAL STUD W/EIFS SYSTEMWC2 6" METAL STUD W/EIFS SYSTEM TYPE ONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WB1 8" METAL STUD W/EIFS SYSTEMWB2 6" METAL STUD W/EIFS SYSTEM TYPE NON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4) WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA2 4" METAL STUD W/EIFS SYSTEM WA3 6" METAL STUD W/EIFS SYSTEM 4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHING WA4 WA5 6" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XX 1/8" = 1'-0" PARKING PLAN - LEVEL 71 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 4/ 4 / 2 0 2 5 4 : 4 1 : 0 2 P M PARKING PLAN - LEVEL 7 A2.07 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP Key Value Keynote Text 5.5 GALVANIZED BARRIER CABLES - REFER TO DETAIL A7.06 5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS. 9.2 PAINTED DIRECTIONAL ARROWS - REFER TO DETAIL 1/A5.02 9.10 STANDARD STALL STRIPING - REFER TO DETAIL 1/A5.01 21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 22.2 EMERGENCY FLOOR DRAIN, REFER TO PLUMBING DWGS. N REFERENCE TRUE NORTH NO. DATE REVISION 1 10/31/2024 50% Design Development 2 12/06/2024 100% Design Development 3 02/14/2025 50% Construction Documents 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set 6"1.NO VERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED:A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS.B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS .C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS.D. NO OSBTRUCTIONS WITHIN DRIVE AILES.2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS.3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS.4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE .5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD.6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS.GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPEGRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPESTRIPING AND SYMBOL LEGEND:(REFER TO STRIPING AND OTHER DETAILS)GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATIONSTEP SYMBOL AT CONCRETE CURBSEEPARKING BOLLARD OR HIGH IMPACT BOLLARD, SEE ORDETECTABLE WARNING / TRUCATED DOME, SEEDIAGONAL STRIPING, SEE A5.01 - A5.02CLEAR LENGTH OF PARKING SPACECLEAR WIDTH OF PARKING SPACEDELINEATOR POSTSEE SIGNAGE BOLLARD, FLOOR MOUNT SEEFLOOR ELEVATION DATUM:4200.00'=00.00'6/A5.015/A7.028/A5.01ADARESERVEDIDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPEPAINTED FLOOR GRAPHIC SEE STRIPING DETAILS1/A9.13 10/A7.0221'-0"8'-0"19'-9"18'-0"9'-0"2'-9 1/2"15'-2 1/2"18'-0"4'-6"22'-6"27'-9"21'-0"22'-6"21'-0"35'-4 1/2"4'-3" 7'-4 1/2"11'-7 1/2"8'-5 1/2" 3'-2"30'-0"5'-0"121'-3"210'-0"ARENA GRID LINE,VERIFY IN FIELDARENA GRID LINE,VERIFY IN FIELD 2%2%2%2%2%2%PROJECT DATUM: ELEV. 4200 = ELEV. 0 137.96'137.96'139.61'141.81'158.04'158.04'143.46'21.221.2 FECFEC ASSUMED PROPERTY LINE2'-10"ARENA (NIC)G.5.2 G.8.2 G.8.6 CC1CC1 CC1A7.019A7.019OPEN TO BELOW Keynote LegendKey Value Keynote Text21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02 1/8" = 1'-0"1 CANOPIES ROOF PLAN NREFERENCE TRUENORTH SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTES3D LEVEL PLANPLAN NOTES WALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 2:14:30 PM CANOPIES ROOFPLANA2.0812 / 06 / 202461 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE TD/DASB61 S 400 W.SALT LAKE CITY, UTAH 84101EPNO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit SetCANOPY ABOVECANOPY BEAM ABOVE CANOPY COLUMNS SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 6/ 1 5 / 2 0 2 5 1 1 : 5 2 : 1 7 P M AXONOMETRICS A1.04 Phase 2 Permit Set 12 / 06 / 2024 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E TD/DA SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP NO. DATE REVISION 10/31/2024 50% Design Development 12/06/2024 100% Design Development 02/14/2025 50% Construction Documents 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set ROOF CANOPIES 3D VIEW LOOKING EAST ROOF CANOPIES 3D VIEW LOOKING SOUTH ROOF CANOPIES 3D VIEW LOOKING FROM ELEVATOR LOBBY ROOF CANOPIES 3D VIEW LOOKING AT ELEVATOR LOBBY 43'-4 1/2"LEVEL 43'-4 1/2"LEVEL74'-0"LEVEL 1 74'-0"LEVEL 185'-11"LEVEL 2 85'-11"LEVEL 296'-5"LEVEL 3 96'-5"LEVEL 3106'-11"LEVEL 4 106'-11"LEVEL 4117'-5"LEVEL 5 117'-5"LEVEL 5127'-11"LEVEL 6 127'-11"LEVEL 6138'-5"LEVEL 7 138'-5"LEVEL 7G.1G.2G.5G.5.9G.7G.9 10'-10"10'-6"10'-6"10'-6"10'-6"10'-6"11'-11"30'-7 1/2"1A6.042A6.04 1A6.06G.6G.7.9G.8 G.4G.7.5A4149'-3"LOWER ROOF 149'-3"LOWER ROOFLOADING DOCK AREA 5.14VERIFY IN FIELD38'-5"1'-5"3'-6" 5'-0" 2'-0" 3'-6" 5'-0" 2'-0" 3'-6" 5'-0" 2'-0" 3'-6" 5'-0" 2'-0" 3'-6" 5'-0" 2'-0" 3'-6" 5'-0"8 1/2" TYP. 1" TYP.GRADE PLANE = 63'-9 1/2"10'-2 1/2"22'-1 1/2"74'-7 1/2"5.145.14 5.15 5.155.55.5 5.145.195.19 GUARD BOOTH 3.143.14 5.12 5.12 LOADING DOCK AREA 3.14STORAGE (NIC)ASSUMED PROPERTY LINE2'-10"ARENA GRIDLINE VERIFY IN FIELD LOADING DOCK AREALOADING DOCK AREALOADING DOCK AREAARENA (NIC)ARENA (NIC)ARENA (NIC)ROOF DECKROOF DECKROOF DECK8.1STAIR #1 ENTRY/EXIT 20'-5"5.3 5.145.17 5.1721.2 5.16 5.20 100 S 105'-10 1/2"30'-7 1/2"11'-11"10'-6"10'-6"10'-6"10'-6"10'-6"10'-10"105'-10 1/2"74'-7 1/2"5.20 5.165.215.17G.5.2G.8.2G.8.6GRADE PLANE = 63'-9 1/2"WA1 5'-0"OPENOPENOPENOPENOPENOPENVERIFY IN FIELD7'-11 1/4"8.5 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALLWD312" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD412" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WC1 8" METAL STUD W/EIFS SYSTEMWC26" METAL STUD W/EIFS SYSTEMTYPEONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WB1 8" METAL STUD W/EIFS SYSTEMWB26" METAL STUD W/EIFS SYSTEMTYPENON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA24" METAL STUD W/EIFS SYSTEMWA36" METAL STUD W/EIFS SYSTEM4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHINGWA4WA56" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XXTYPEELEVATED CONCRETE SLABCD15" REINFORCED CONCRETE ROOFTYPETAPERED INSULATION ON METAL DECKCC15" REINFORCED CONCRETE ROOFTYPECB13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGSUSPENDED CEILING W/ INSULATION UNDER METAL DECK CONCRETE SLABSUSPENDED CEILING UNDER METAL DECK CONCRETE SLABTYPECA13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGCEILING TYPESFLOOR TYPESTYPE CONCRETE METAL DECK ELEVATED SLABFD13 1/2" CONCRETE FLOOR OVER METAL DECK W/MTL. STUD, THERMAL INSULATION AND PAINTED DENSGLASS SOFFITTYPECONCRETE METAL DECK ELEVATED SLABFC13 1/2" CONCRETE FLOOR OVER METAL DECKTYPEELEVATED SLABFB15" REINFORCED CONCRETE FLOORTYPESLAB ON GRADE REPAIRFA15" REINFORCED CONCRETE FLOOR SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTESWALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 1:10:36 PM BUILDINGELEVATIONSA3.0212 / 06 / 202461 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE TD/DASB61 S 400 W.SALT LAKE CITY, UTAH 84101EP 1/8" = 1'-0"NORTH ELEVATION1 Keynote LegendKey Value Keynote Text3.14 CONCRETE WALL - REFER TO STRUCTURAL DWGS.5.3 GUARDRAIL - REFER TO SHEET A4.11(UNDER DEFERRED SUBMITTAL)5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.065.12 HSS SEE STRUCTURAL DWGS.5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS.5.16 STEEL BEAM - REFER TO STRUCTURAL DWGS.5.17 COMPOSITE DECK - REFER TO STRUCTURAL DWGS.5.19 MTL STUD WALL FRAMING SYSTEM.5.20 TRUSSES SYSTEM REFER TO STRUCTURAL DWGS.5.21 1 1/2" DOVETAIL ROOF DECK - SEE STRUCTURAL DWGS.8.1 METAL ROLL DOWN GATE, SEE DETAILS A5.11.8.5 WOVEN WIRE FENCE DOOR - REFER TO DETAIL 8/A5.10.21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02PROJECT DATUM: ELEV. 4200 = ELEV. 0 NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set5 07/??/2025 Bulletin #55 43'-4 1/2"LEVEL 74'-0"LEVEL 185'-11"LEVEL 296'-5"LEVEL 3106'-11"LEVEL 4117'-5"LEVEL 5127'-11"LEVEL 6138'-5"LEVEL 7159'-5"HIGH ROOF G.P G.DG.EG.FG.GG.MG.NG.O 10'-2"10'-6"10'-6"10'-6"10'-6"10'-6"11'-11"30'-7 1/2"79'-11 1/2"LEVEL 1.591'-5"LEVEL 2.5101'-11"LEVEL 3.5112'-5"LEVEL 4.5122'-11"LEVEL 5.5133'-5"LEVEL 6.5143'-11"LEVEL 7.5 15'-6"10'-6"10'-6"10'-6"10'-6"10'-6"11'-5 1/2"36'-7"116'-0 1/2"1A6.053A6.05 G.HG.IG.JG.KG.L G.CG.Q T149'-3"LOWER ROOF PEDESTRIAN BRIDGE5.3 10'-2"74'-7 1/2"20'-5"5'-0"2'-5" 3'-6"5'-0"2'-5" 3'-1"5'-0"5'-0" 2'-0" 3'-1"5'-0" 2'-0" 3'-6"5'-0" 2'-0" 3'-6"3'-6"TYP.1"TYP.8 1/2"GRADE PLANE = 63'-9 1/2"5'-0" 4'-3"5.12 5.3 5.14 5.145.14 5.25.55.55.5 5.15 5.1421.25.5 GUARD BOOTH5.195.19 5.16 3.221.29.1 5.19 LOADING DOCK AREAELECTRICAL ROOM (NIC)ICE ROOM (NIC)LOADING DOCK AREALOADING DOCK AREA LOADING DOCK ENTRANCE RAMP TO LEVEL B13.143.14 3.1 3.14PARKING STRUCTURE ENTRY/EXIT AT LEVEL 17.53.1 5.115.17 5.175.20 5.125.12 105'-10 1/2"STAIR #2FIRE PUMP ROOM5.19 7.55.12 G.C.4GRADE PLANE = 63'-9 1/2"5.16 5.155.14WB1WA2WA4WC1 WA1WB14.1 3'-8 3/4" 5'-0" 4'-3"OPENOPENOPENOPENOPENOPEN13'-7"9A4.18 WC1WC1WA4 11WB1WB1 WC1TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALLWD312" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD412" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WC1 8" METAL STUD W/EIFS SYSTEMWC26" METAL STUD W/EIFS SYSTEMTYPEONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WB1 8" METAL STUD W/EIFS SYSTEMWB26" METAL STUD W/EIFS SYSTEMTYPENON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA24" METAL STUD W/EIFS SYSTEMWA36" METAL STUD W/EIFS SYSTEM4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHINGWA4WA56" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XXTYPEELEVATED CONCRETE SLABCD15" REINFORCED CONCRETE ROOFTYPETAPERED INSULATION ON METAL DECKCC15" REINFORCED CONCRETE ROOFTYPECB13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGSUSPENDED CEILING W/ INSULATION UNDER METAL DECK CONCRETE SLABSUSPENDED CEILING UNDER METAL DECK CONCRETE SLABTYPECA13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGCEILING TYPESFLOOR TYPESTYPE CONCRETE METAL DECK ELEVATED SLABFD13 1/2" CONCRETE FLOOR OVER METAL DECK W/MTL. STUD, THERMAL INSULATION AND PAINTED DENSGLASS SOFFITTYPECONCRETE METAL DECK ELEVATED SLABFC13 1/2" CONCRETE FLOOR OVER METAL DECKTYPEELEVATED SLABFB15" REINFORCED CONCRETE FLOORTYPESLAB ON GRADE REPAIRFA15" REINFORCED CONCRETE FLOOR SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTESWALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 1:10:40 PM BUILDINGELEVATIONSA3.0312 / 06 / 202461 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE TD/DASB61 S 400 W.SALT LAKE CITY, UTAH 84101EP 1/8" = 1'-0"EAST ELEVATION1 Keynote LegendKey Value Keynote Text3.1 CONCRETE COLUMN - REFER TO STRUCTURAL DWGS.3.2 CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DWGS.3.14 CONCRETE WALL - REFER TO STRUCTURAL DWGS.4.1 C.M.U. WALL5.2 5" I.D. VEHICLE BARRIER PIPE WITH STEEL COATING SYSTEM, CONCRETE FILLED - REFER TO 2/A7.02, 5/A7.02, 8/A7.02 - REFER TOSTRUCTURAL DWGS.5.3 GUARDRAIL - REFER TO SHEET A4.11(UNDER DEFERRED SUBMITTAL)5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.065.11 CANE DETECTION RAILING, REFER TO DETAIL 11/A4.135.12 HSS SEE STRUCTURAL DWGS.5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS.5.16 STEEL BEAM - REFER TO STRUCTURAL DWGS.5.17 COMPOSITE DECK - REFER TO STRUCTURAL DWGS.5.19 MTL STUD WALL FRAMING SYSTEM.5.20 TRUSSES SYSTEM REFER TO STRUCTURAL DWGS.7.5 EIFS SYSTEM WITH MOISTURE DRAINAGE.9.1 PORTLAND CEMENT PLASTERING SYSTEM WITH SMOOTH FINISH OVER METAL STUD FRAMING WALL, TYP.21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02PROJECT DATUM: ELEV. 4200 = ELEV. 0 NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set1 04/30/2025 Bulletin #15 07/??/2025 Bulletin #55 43'-4 1/2"LEVEL 85'-11"LEVEL 2159'-5"HIGH ROOF G.1 G.5 G.5.9 G.7 G.915'-6"10'-6"10'-6"10'-6"10'-6"10'-6"11'-5 1/2"36'-7"79'-5 1/2"36'-7"79'-11 1/2"LEVEL 1.591'-5"LEVEL 2.5101'-11"LEVEL 3.5112'-5"LEVEL 4.5122'-11"LEVEL 5.5133'-5"LEVEL 6.5143'-11"LEVEL 7.5 1A6.012A6.013A6.01 1A6.06 G.6 G.7.9 G.8G.3 G.4 G.7.5 A4149'-3"LOWER ROOF 5.14 VERIFY IN FIELD38'-8"5'-0"5'-0" 2'-0" 3'-6"5'-0" 2'-0" 3'-6"5'-0" 2'-0" 3'-6"5'-0" 2'-0" 3'-6"5'-0" 2'-0" 3'-6"3'-6"3'-11 1/2"11'-6 1/2"GRADE PLANE = 63'-9 1/2"80'-1 1/2"20'-5"VERIFY IN FIELD26'-4"5.145.14 5.5 5.5 5.3 PEDESTRIAN BRIDGE7.5 5.193.14 3.15LOADING DOCK AREA 7.55.12 5.16 27'-0 1/2"2'-10"ASSUMED PROPERTY LINELOADING DOCK AREALOADING DOCK AREALOADING DOCK AREAROOF DECK LOADING DOCK AREALOADING DOCK AREA ROOF DECK ROOF DECK STORAGE (NIC)ARENA (NIC)ARENA (NIC)ARENA (NIC)ARENA GRID LINE VERIFY IN FIELD5.17 21.2 5.12N 400 W (NIC)(NIC)5.16 5.19STAIR #3 STAIR #15.153.14 5.16 5.215.15 5.16 G.5.2 G.8.2 G.8.6GRADE PLANE = 63'-9 1/2"10.10 WA1 WA2WB25'-0"OPENOPENOPENOPENOPENOPEN078.56A5.02 TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALLWD312" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD412" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WC1 8" METAL STUD W/EIFS SYSTEMWC26" METAL STUD W/EIFS SYSTEMTYPEONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WB1 8" METAL STUD W/EIFS SYSTEMWB26" METAL STUD W/EIFS SYSTEMTYPENON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA24" METAL STUD W/EIFS SYSTEMWA36" METAL STUD W/EIFS SYSTEM4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHINGWA4WA56" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XXTYPEELEVATED CONCRETE SLABCD15" REINFORCED CONCRETE ROOFTYPETAPERED INSULATION ON METAL DECKCC15" REINFORCED CONCRETE ROOFTYPECB13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGSUSPENDED CEILING W/ INSULATION UNDER METAL DECK CONCRETE SLABSUSPENDED CEILING UNDER METAL DECK CONCRETE SLABTYPECA13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGCEILING TYPESFLOOR TYPESTYPE CONCRETE METAL DECK ELEVATED SLABFD13 1/2" CONCRETE FLOOR OVER METAL DECK W/MTL. STUD, THERMAL INSULATION AND PAINTED DENSGLASS SOFFITTYPECONCRETE METAL DECK ELEVATED SLABFC13 1/2" CONCRETE FLOOR OVER METAL DECKTYPEELEVATED SLABFB15" REINFORCED CONCRETE FLOORTYPESLAB ON GRADE REPAIRFA15" REINFORCED CONCRETE FLOOR SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTESWALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 1:10:46 PM BUILDINGELEVATIONSA3.0412 / 06 / 202461 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE TD/DASB61 S 400 W.SALT LAKE CITY, UTAH 84101EP 1/8" = 1'-0"SOUTH ELEVATION1 Keynote LegendKey Value Keynote Text3.14 CONCRETE WALL - REFER TO STRUCTURAL DWGS.3.15 CONCRETE SHEAR WALL - REFER TO STRUCTURAL DWGS.5.3 GUARDRAIL - REFER TO SHEET A4.11(UNDER DEFERRED SUBMITTAL)5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.065.12 HSS SEE STRUCTURAL DWGS.5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS.5.16 STEEL BEAM - REFER TO STRUCTURAL DWGS.5.17 COMPOSITE DECK - REFER TO STRUCTURAL DWGS.5.19 MTL STUD WALL FRAMING SYSTEM.5.21 1 1/2" DOVETAIL ROOF DECK - SEE STRUCTURAL DWGS.7.5 EIFS SYSTEM WITH MOISTURE DRAINAGE.8.5 WOVEN WIRE FENCE DOOR - REFER TO DETAIL 8/A5.10.10.10 BUILDING ADDRESS21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02PROJECT DATUM: ELEV. 4200 = ELEV. 0 NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set5 07/??/2025 Bulletin #55 43'-4 1/2"LEVEL 43'-4 1/2"LEVEL74'-0"LEVEL 1 74'-0"LEVEL 185'-11"LEVEL 2 85'-11"LEVEL 296'-5"LEVEL 3 96'-5"LEVEL 3106'-11"LEVEL 4 106'-11"LEVEL 4117'-5"LEVEL 5 117'-5"LEVEL 5127'-11"LEVEL 6 127'-11"LEVEL 6138'-5"LEVEL 7 138'-5"LEVEL 7G.1 G.2 G.5 G.5.9 G.7 G.910'-10"10'-6"10'-6"10'-6"10'-6"10'-6"11'-11"30'-7 1/2"105'-10 1/2"LEVEL 1LEVEL 2LEVEL 3LEVEL 4LEVEL 5LEVEL 5ALEVEL 5BLEVEL 6LEVEL 7143'-11"LEVEL 7.5 STORAGEG.6 G.7.9 G.8G.3 G.4 G.7.5 A4149'-3"LOWER ROOF 149'-3"LOWER ROOF5.14 5.2 5.3GRADE PLANE = 63'-9 1/2"74'-7 1/2"VERIFY IN FIELD37'-3 1/2"VERIFY IN FIELD7'-9"15'-8 1/2"5.155.5 5.145.5 5.15 5.145.15CC1FA13.2 3.15 5.16LOADING DOCK AREAFC1FC1 5.12 LOADING DOCK AREALOADING DOCK AREA WA1 CONCOURSE(NIC)(NIC)(NIC)(NIC)(NIC)(NIC)ASSUMED PROPERTY LINE2'-10"ARENA GRID LINE VERIFY IN FIELD (NIC)LOGE CLUB(NIC)TRUCKPARKINGAREAN 400 W LOADING DOCK RAMP ELEVATOR#35.19 (NIC)(NIC)ROOF DECKROOF DECK LOADING DOCK AREA 5.16 5.205.20 5.12 8.15.175.175.215.16 5.143.115.20 5.17 5.3STAIR #2G.5.2 G.8.2 G.8.6 GRADE PLANE = 63'-9 1/2"WA5 OPENOPENOPENOPENOPENOPEN WC15.191TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALLWD312" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD412" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WC1 8" METAL STUD W/EIFS SYSTEMWC26" METAL STUD W/EIFS SYSTEMTYPEONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WB1 8" METAL STUD W/EIFS SYSTEMWB26" METAL STUD W/EIFS SYSTEMTYPENON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA24" METAL STUD W/EIFS SYSTEMWA36" METAL STUD W/EIFS SYSTEM4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHINGWA4WA56" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XXTYPEELEVATED CONCRETE SLABCD15" REINFORCED CONCRETE ROOFTYPETAPERED INSULATION ON METAL DECKCC15" REINFORCED CONCRETE ROOFTYPECB13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGSUSPENDED CEILING W/ INSULATION UNDER METAL DECK CONCRETE SLABSUSPENDED CEILING UNDER METAL DECK CONCRETE SLABTYPECA13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGCEILING TYPESFLOOR TYPESTYPE CONCRETE METAL DECK ELEVATED SLABFD13 1/2" CONCRETE FLOOR OVER METAL DECK W/MTL. STUD, THERMAL INSULATION AND PAINTED DENSGLASS SOFFITTYPECONCRETE METAL DECK ELEVATED SLABFC13 1/2" CONCRETE FLOOR OVER METAL DECKTYPEELEVATED SLABFB15" REINFORCED CONCRETE FLOORTYPESLAB ON GRADE REPAIRFA15" REINFORCED CONCRETE FLOOR SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTESWALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 1:10:50 PM BUILDING SECTIONSA3.0512 / 06 / 202461 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE TD/DASB61 S 400 W.SALT LAKE CITY, UTAH 84101EP 1/8" = 1'-0"SECTION - NORTH1 Keynote LegendKey Value Keynote Text3.2 CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DWGS.3.11 CONCRETE CURB/ISLAND 6" HIGH, REFER TO DETAIL 8/A5.013.15 CONCRETE SHEAR WALL - REFER TO STRUCTURAL DWGS.5.2 5" I.D. VEHICLE BARRIER PIPE WITH STEEL COATING SYSTEM, CONCRETE FILLED - REFER TO 2/A7.02, 5/A7.02, 8/A7.02 - REFER TOSTRUCTURAL DWGS.5.3 GUARDRAIL - REFER TO SHEET A4.11(UNDER DEFERRED SUBMITTAL)5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.065.12 HSS SEE STRUCTURAL DWGS.5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS.5.16 STEEL BEAM - REFER TO STRUCTURAL DWGS.5.17 COMPOSITE DECK - REFER TO STRUCTURAL DWGS.5.19 MTL STUD WALL FRAMING SYSTEM.5.20 TRUSSES SYSTEM REFER TO STRUCTURAL DWGS.5.21 1 1/2" DOVETAIL ROOF DECK - SEE STRUCTURAL DWGS.8.1 METAL ROLL DOWN GATE, SEE DETAILS A5.11.PROJECT DATUM: ELEV. 4200 = ELEV. 0 NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set1 04/30/2025 Bulletin #1 43'-4 1/2"LEVEL159'-5"HIGH ROOFG.2G.5G.5.9G.7G.9 15'-6"10'-6"10'-6"10'-6"10'-6"10'-6"11'-5 1/2"36'-7"116'-0 1/2"79'-11 1/2"LEVEL 1.591'-5"LEVEL 2.5101'-11"LEVEL 3.5112'-5"LEVEL 4.5122'-11"LEVEL 5.5133'-5"LEVEL 6.5143'-11"LEVEL 7.5LOBBY RAMP VESTIBULELOBBYBOH G.6G.7.9G.8 G.3G.4G.7.5A4 GRADE PLANE = 63'-9 1/2"80'-1 1/2"11'-6 1/2" 3'-11 1/2"VERIFY IN FIELD37'-6 1/2"VERIFY IN FIELD14'-7 1/2"21'-4 1/2"5.3PEDESTRIAN BRIDGE 5.55.55.15 21.25.15 5.8 5.1521.25.25.3 5.8 5.15.11 LOADING DOCK AREAFA1 CC1 FB13.23.143.14 LOADING DOCK AREAFC1CC1ASSUMED PROPERTY LINE2'-10"ARENA GRIDLINE VERIFY IN FIELDCONCOURSELOGE CLUB STORAGE 5.14 5.19 5.165.221.2 5.20 100 S5.165.145.165.17 5.125.165.17(NIC)(NIC)(NIC)(NIC)(NIC)(NIC)(NIC)(NIC)G.5.2G.8.2G.8.6(NIC)(NIC)VERIFY IN FIELD25'-8 3/4"STAIR #1 5.1613'-1 1/4"VERIFY IN FIELD27'-5 1/4"VERIFY IN FIELD12'-10"A4.188LEVEL 1100'-0"LEVEL 7209'-3 1/4"LEVEL 6195'-3 1/4"LEVEL 5B183'-1 1/2"LEVEL 5A170'-4 3/4"LEVEL 5158'-9 3/4"LEVEL 5A146'-9 3/4"LEVEL 3133'-1 3/4"LEVEL 2118'-8 3/4"MEZZANINE LEVEL112'-5 3/4"ROOF LEVEL237'-2"GRADE PLANE = 63'-9 1/2"GRADE PLANE = 63'-9 1/2"WA1FD1FD1WA4 WA4 OPENOPENOPENOPENOPENOPEN 5.118.5A4.191 5.19WC1 WC1WA4WC11 5.216A5.02TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALLWD312" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD412" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WC1 8" METAL STUD W/EIFS SYSTEMWC26" METAL STUD W/EIFS SYSTEMTYPEONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WB1 8" METAL STUD W/EIFS SYSTEMWB26" METAL STUD W/EIFS SYSTEMTYPENON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA24" METAL STUD W/EIFS SYSTEMWA36" METAL STUD W/EIFS SYSTEM4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHINGWA4WA56" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XXTYPEELEVATED CONCRETE SLABCD15" REINFORCED CONCRETE ROOFTYPETAPERED INSULATION ON METAL DECKCC15" REINFORCED CONCRETE ROOFTYPECB13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGSUSPENDED CEILING W/ INSULATION UNDER METAL DECK CONCRETE SLABSUSPENDED CEILING UNDER METAL DECK CONCRETE SLABTYPECA13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGCEILING TYPESFLOOR TYPESTYPE CONCRETE METAL DECK ELEVATED SLABFD13 1/2" CONCRETE FLOOR OVER METAL DECK W/MTL. STUD, THERMAL INSULATION AND PAINTED DENSGLASS SOFFITTYPECONCRETE METAL DECK ELEVATED SLABFC13 1/2" CONCRETE FLOOR OVER METAL DECKTYPEELEVATED SLABFB15" REINFORCED CONCRETE FLOORTYPESLAB ON GRADE REPAIRFA15" REINFORCED CONCRETE FLOOR SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTESWALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 1:10:58 PM BUILDING SECTIONSA3.0612 / 06 / 202461 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE TD/DASB61 S 400 W.SALT LAKE CITY, UTAH 84101EP 1/8" = 1'-0"SECTION - SOUTH1 Keynote LegendKey Value Keynote Text3.2 CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DWGS.3.14 CONCRETE WALL - REFER TO STRUCTURAL DWGS.5.1 MTL STAIRS WITH CONCRETE FILLED PAN TREADS AND LANDINGS AND WITH STL COATING SYSTEM, TYP. (UNDER DEFERREDSUBMITTAL)5.2 5" I.D. VEHICLE BARRIER PIPE WITH STEEL COATING SYSTEM, CONCRETE FILLED - REFER TO 2/A7.02, 5/A7.02, 8/A7.02 - REFER TOSTRUCTURAL DWGS.5.3 GUARDRAIL - REFER TO SHEET A4.11(UNDER DEFERRED SUBMITTAL)5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.065.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS.5.11 CANE DETECTION RAILING, REFER TO DETAIL 11/A4.135.12 HSS SEE STRUCTURAL DWGS.5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS.5.16 STEEL BEAM - REFER TO STRUCTURAL DWGS.5.17 COMPOSITE DECK - REFER TO STRUCTURAL DWGS.5.19 MTL STUD WALL FRAMING SYSTEM.5.20 TRUSSES SYSTEM REFER TO STRUCTURAL DWGS.5.21 1 1/2" DOVETAIL ROOF DECK - SEE STRUCTURAL DWGS.8.5 WOVEN WIRE FENCE DOOR - REFER TO DETAIL 8/A5.10.21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02PROJECT DATUM: ELEV. 4200 = ELEV. 0 NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set1 04/30/2025 Bulletin #12 05/19/2025 Bulletin #22 43'-4 1/2"LEVEL 74'-0"LEVEL 185'-11"LEVEL 296'-5"LEVEL 3106'-11"LEVEL 4117'-5"LEVEL 5127'-11"LEVEL 6138'-5"LEVEL 7159'-5"HIGH ROOF 159'-5"HIGH ROOFG.P G.DG.EG.FG.GG.MG.NG.O 5'-6"10'-6"10'-6"10'-6"10'-6"10'-6"11'-11"30'-7 1/2"95'-0 1/2"79'-11 1/2"LEVEL 1.591'-5"LEVEL 2.5101'-11"LEVEL 3.5112'-5"LEVEL 4.5122'-11"LEVEL 5.5133'-5"LEVEL 6.5143'-11"LEVEL 7.5 143'-11"LEVEL 7.55'-3 1/2"10'-2 1/2"10'-6"10'-6"10'-6"10'-6"10'-6"11'-5 1/2"36'-7"116'-0 1/2"64'-5"G.HG.IG.JG.KG.L T 149'-3"LOWER ROOF5.55.5 5.14 5.1421.2GRADE PLANE = 63'-9 1/2"74'-7 1/2"20'-8 1/2"5.5 5.85.35.15 5.155.3 5.8 5.55.5 5.15 5.145.145.125.145.195.3 21.23.14 5.16 FB1 21.2 3.113.2LOADING DOCK AREACC1 5.12WA15.17 5.20 3.145.175.17GRADE PLANE = 63'-9 1/2"WA1 FA1LOADING DOCK AREAEGRESS STAIR #3 STAIR #1OPENOPENOPENOPENOPENOPEN LOADING DOCK AREA01 5.8FC15'-0 3/4"3'-3 1/2"5'-0 3/4"5'-0 3/4"5'-0 3/4"5'-0 3/4"5'-0 3/4"10'-6 3/4"TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALLWD312" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD412" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WC1 8" METAL STUD W/EIFS SYSTEMWC26" METAL STUD W/EIFS SYSTEMTYPEONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WB1 8" METAL STUD W/EIFS SYSTEMWB26" METAL STUD W/EIFS SYSTEMTYPENON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA24" METAL STUD W/EIFS SYSTEMWA36" METAL STUD W/EIFS SYSTEM4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHINGWA4WA56" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XXTYPEELEVATED CONCRETE SLABCD15" REINFORCED CONCRETE ROOFTYPETAPERED INSULATION ON METAL DECKCC15" REINFORCED CONCRETE ROOFTYPECB13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGSUSPENDED CEILING W/ INSULATION UNDER METAL DECK CONCRETE SLABSUSPENDED CEILING UNDER METAL DECK CONCRETE SLABTYPECA13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGCEILING TYPESFLOOR TYPESTYPE CONCRETE METAL DECK ELEVATED SLABFD13 1/2" CONCRETE FLOOR OVER METAL DECK W/MTL. STUD, THERMAL INSULATION AND PAINTED DENSGLASS SOFFITTYPECONCRETE METAL DECK ELEVATED SLABFC13 1/2" CONCRETE FLOOR OVER METAL DECKTYPEELEVATED SLABFB15" REINFORCED CONCRETE FLOORTYPESLAB ON GRADE REPAIRFA15" REINFORCED CONCRETE FLOOR SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTESWALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 1:11:04 PM BUILDING SECTIONSA3.0712 / 06 / 202461 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE TD/DASB61 S 400 W.SALT LAKE CITY, UTAH 84101EP 1/8" = 1'-0"SECTION - EAST RAMP1 Keynote LegendKey Value Keynote Text3.2 CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DWGS.3.11 CONCRETE CURB/ISLAND 6" HIGH, REFER TO DETAIL 8/A5.013.14 CONCRETE WALL - REFER TO STRUCTURAL DWGS.5.3 GUARDRAIL - REFER TO SHEET A4.11(UNDER DEFERRED SUBMITTAL)5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.065.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS.5.12 HSS SEE STRUCTURAL DWGS.5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS.5.16 STEEL BEAM - REFER TO STRUCTURAL DWGS.5.17 COMPOSITE DECK - REFER TO STRUCTURAL DWGS.5.19 MTL STUD WALL FRAMING SYSTEM.5.20 TRUSSES SYSTEM REFER TO STRUCTURAL DWGS.21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02PROJECT DATUM: ELEV. 4200 = ELEV. 0 NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set 43'-4 1/2"LEVEL 43'-4 1/2"LEVEL74'-0"LEVEL 185'-11"LEVEL 296'-5"LEVEL 3106'-11"LEVEL 4117'-5"LEVEL 5127'-11"LEVEL 6138'-5"LEVEL 7 159'-5"HIGH ROOF1A4.07 G.PG.D G.E G.F G.G G.M G.N G.O 79'-11 1/2"LEVEL 1.591'-5"LEVEL 2.5101'-11"LEVEL 3.5112'-5"LEVEL 4.5122'-11"LEVEL 5.5133'-5"LEVEL 6.5143'-11"LEVEL 7.53A4.09G.H G.I G.J G.K G.L G.QT149'-3"LOWER ROOF UTILITY ROOM104 5.55.14 5.215'-8"19'-6"GRADE PLANE = 63'-9 1/2" 105'-10 1/2"15'-6"10'-6"10'-6"10'-6"10'-6"10'-6"11'-5 1/2"36'-7"116'-0 1/2"74'-7 1/2"5.14 5.125.1 5.2 5.5 5.521.221.25.8 5.14 21.2 5.8 5.3FB15.12GUARD BOOTH 5.5 5.143.2 3.15 3.145.163.15 LOADING DOCK AREA WA1 FC1FC121.25.155'-4"10'-6"10'-6"10'-6"10'-6"10'-6"11'-5 1/2"36'-7"STAIR #3STAIR #15.17 3.145.16 5.165.20ELEVATOR #3 5.193.147.5 5.12GRADE PLANE = 63'-9 1/2" GRADE PLANE = 63'-9 1/2" 81'-1"10.10WB2WA5WA5WA1OPENOPENOPENOPENOPENOPENOPENOPENOPEN9A4.18FC1 A5.026 10"TYPE TWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WD1 12" CMU WALL (PRECISION CMU, W/OUT FINISH)WD2 8" CMU PARTITION WALLWD312" CMU WALL W/ 1/2" AIR GAP, MTL. FURRING AND STUCCOWD412" CMU WALL W/ 3 1/4" THICK EIFS SYSTEM12" CMU WALL W/ DAMP PROOFING IN ONE SIDEWD5TYPETWO HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WC1 8" METAL STUD W/EIFS SYSTEMWC26" METAL STUD W/EIFS SYSTEMTYPEONE HOUR FIRE RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WB1 8" METAL STUD W/EIFS SYSTEMWB26" METAL STUD W/EIFS SYSTEMTYPENON-RATED WALL (PER IBC TABLE 720.1(2) ITEM 15-1.4)WA1 4" METAL STUD SINGLE FACE W/EIFS SYSTEMWA24" METAL STUD W/EIFS SYSTEMWA36" METAL STUD W/EIFS SYSTEM4" METAL STUD SINGLE FACE W/EXTERIOR SHEATHINGWA4WA56" METAL STUD W/EXTERIOR SHEATHING WALL TAG KEY (PARTITION TYPE) SEE SHEET A1.05 FOR DETAILSX-XXTYPEELEVATED CONCRETE SLABCD15" REINFORCED CONCRETE ROOFTYPETAPERED INSULATION ON METAL DECKCC15" REINFORCED CONCRETE ROOFTYPECB13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGSUSPENDED CEILING W/ INSULATION UNDER METAL DECK CONCRETE SLABSUSPENDED CEILING UNDER METAL DECK CONCRETE SLABTYPECA13 1/2" CONC. ROOF OVER MTL. DECK W/ MTL. STUD AND EXT. SHEATHINGCEILING TYPESFLOOR TYPESTYPE CONCRETE METAL DECK ELEVATED SLABFD13 1/2" CONCRETE FLOOR OVER METAL DECK W/MTL. STUD, THERMAL INSULATION AND PAINTED DENSGLASS SOFFITTYPECONCRETE METAL DECK ELEVATED SLABFC13 1/2" CONCRETE FLOOR OVER METAL DECKTYPEELEVATED SLABFB15" REINFORCED CONCRETE FLOORTYPESLAB ON GRADE REPAIRFA15" REINFORCED CONCRETE FLOOR SHEET NUMBERSHEET TITLEDESIGNED BYREVIEWED BYDRAWN BYPROJECT NUMBERDATEIRO / SEALIN ASSOCIATION WITH :ISSUECopyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC.PROJECT TEAMPROJECT NAMEARCHITECT / STRUCTURAL ENGINEERWALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940M09-21011-00KEYNOTESWALTER P. MOOREARCHITECTELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEERMECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERINGHORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGEROWNER7/16/2025 1:11:11 PM BUILDING SECTIONSA3.0801/30/2561 S 400 W.SALT LAKE CITY, UTAH 84101 DELTA CENTER PARKING STRUCTURE DA/YCSB61 S 400 W.SALT LAKE CITY, UTAH 84101EP 1/8" = 1'-0"SECTION - WEST RAMP1 Keynote LegendKey Value Keynote Text3.2 CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DWGS.3.14 CONCRETE WALL - REFER TO STRUCTURAL DWGS.3.15 CONCRETE SHEAR WALL - REFER TO STRUCTURAL DWGS.5.1 MTL STAIRS WITH CONCRETE FILLED PAN TREADS AND LANDINGS AND WITH STL COATING SYSTEM, TYP. (UNDER DEFERREDSUBMITTAL)5.2 5" I.D. VEHICLE BARRIER PIPE WITH STEEL COATING SYSTEM, CONCRETE FILLED - REFER TO 2/A7.02, 5/A7.02, 8/A7.02 - REFER TOSTRUCTURAL DWGS.5.3 GUARDRAIL - REFER TO SHEET A4.11(UNDER DEFERRED SUBMITTAL)5.5 GALVANIZED BARRIER CABLES - REFER TO DETAILS ON SHEET A7.065.8 4" I.D. BOLLARD, HOLLOW PIPE - REFER TO STRUCTURAL DWGS.5.12 HSS SEE STRUCTURAL DWGS.5.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS.5.16 STEEL BEAM - REFER TO STRUCTURAL DWGS.5.17 COMPOSITE DECK - REFER TO STRUCTURAL DWGS.5.19 MTL STUD WALL FRAMING SYSTEM.5.20 TRUSSES SYSTEM REFER TO STRUCTURAL DWGS.7.5 EIFS SYSTEM WITH MOISTURE DRAINAGE.10.10 BUILDING ADDRESS21.2 FIRE EXTINGUISHER CABINET - REFER TO DETAIL 6/A7.02, 7/7.02PROJECT DATUM: ELEV. 4200 = ELEV. 0 NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set3 05/30/2025 Bulletin #33 Materials specifications The materials listed below in this Exhibit B are approved for the façade and the loading dock area and Master Developer may select among them without such selection being considered to be a “modification” which would require any reconsideration or re-approval by the City pursuant to the provisions of Section 9 of the MDA SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 WALTER P. MOORE ARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEER STRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEER TRAFFIC ENGINEERING HORROCKS CIVIL & LANDSCAPE WALTER P. MOORE BNA CONSULTING VBFA HALES ENGINEERING 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 IN ASSOCIATION WITH : CONSTRUCTION MANAGER OWNER 7/1 8 / 2 0 2 5 3 : 4 4 : 1 4 P M MATERIAL BOARD A3.01.1 15/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 DE L T A C E N T E R PA R K I N G S T R U C T U R E MS SB 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 EP NO. DATE REVISION 10/31/2024 50% Design Development 12/06/2024 100% Design Development 02/14/2025 50% Construction Documents 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 5 07/??/2025 Bulletin #5 3. 2. 1. 6. 10. 12. 5. 4. 11. 4.NATURAL GRAY MEDIUM BROOM FINISH CONCRETE 5. NATURAL GRAY CAST IN PLACE FORMED SMOOTH CONCRETE 13. SALIX PURPUREA 'NANA' 9.8. 7. 1.SATIN FINISH NON-REFLETIVE PERFORATED ALUMINUM PANEL WITH 40% TO 60% OPENESS RATIO 3.SATIN FINISH NON-REFLETIVE PERFORATED ALUMINUM PANEL WITH 20% TO 30% OPENESS RATIO 2.POWDER COATED GRAY WOVEN WIRE MESH WITH 1 1/2" X 1 1/2" OPENING 6. NON-REFLECTIVE GALVANIZED METAL CANOPY DECK OVER HIGH PERFORMANCE PAINTED GRAY STEEL COLUMNS & BEAMS 8. RHUS AROMATICA 'GROW-LOW' 10. TINY WINE NINEBARK 9. CALAMAGROTIS ACUTIFLORA 7. ULMUS PARVIFOLIA 11. PRUNUS CISTENA 12. JUNIPERUS HORIZONTALIS 13. 5 3. 1. 7. 8.9.105. 13 2. 1112 Vitraplate Perforated Aluminum Panels Addie McNamara 1420 500 W Salt Lake City, UT 84115 Dear Addie, Here are some samples of perforated metal for consideration and visioning of the Delta Center Parking Structure project. I’ve been working with Saeed at Walter P Moore and he requested that I send a variety of samples to you for review. I represent Valmont, who specializes in custom metal garage screen solutions. You will also be receiving a set of samples from Valmont direct which include perforated samples in the 25-40% range as well as some wire mesh solutions for the portion of the project which requires a more open design. I have also included some data sheets on a variety of patterns which are our most economical to produce due to the efficiency of the patterns when it comes to fabrication. I understand budget is in play here so thought it might be helpful to provide this information as well. We have many solutions beyond the samples which have been provided but expect this to be a good starting point as you continue to work through material types, patterns, profiles, etc. to determine the best solution for your project. We look forward to continuing to support you and the project team as this continues to progress. Thanks! Sincerely, Jamie Benson Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7889 09/19 Applications: Sun Screens, Cladding, Facades, Ceiling Tiles Attachment Methods: The Atmosphere System from the Valmont® Structures Architectural Facades product line or Screw Fastened (Use isolators LF11.0 from the Architectural Facades product line) Extras Notes: Other materials and thickness can be manufactured upon request. * OA and Weight calculations are based on .12in (3.0mm) aluminum. Material Finish Open Area* Stock Status Max. Width Max. Length Weight* Thickness Aluminum Powder Coated or Anodized 30% Custom Made 60” 16’ 4” 1.1674 lb/ft² 0.125” Profile Apollo 300 or R03230 Architectural Facades Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Applications: Facades, Decorative Panels, Ceiling Tiles, Cladding Attachment Methods: The Atmosphere System from the Valmont® Structures Architectural Facades product line or Screw Fastened (Use isolators LF11.0 from the Architectural Facades product line.) Extras Notes: Other materials and thickness can be manufactured upon request. * OA and Weight calculations are based on .12in (3.0mm) aluminum. Material Finish Open Area* Stock Status Max. Width Max. Length Weight* Thickness Aluminum Powder Coated or Anodized 40% Custom Made 60” 16’ 4” 1.0036 lb/ft² 0.125” Profile Eclipse 600 or R06440 Architectural Facades Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7894 09/19 Applications: Decorative Panels, Cladding, Facades, Ceiling Tiles Attachment Methods: Screw Fastened or Tensile Cable Extras Notes: Folding of sides recommended for rigidity and to maintain flatness. Other materials and thickness can be manufactured upon request. * OA and Weight calculations are based on 0.12 (3.0mm) aluminum. Material Finish Open Area* Stock Status Max. Width Max. Length Weight* Thickness Aluminum Anodized, Powder Coated 49% Stock / Custom Made 60” 16’ 4” 0.8397 lb/ft² 0.125” Profile Titan 120 or R12749 Architectural Facades * Typical Architectural Facade Installation Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7905 09/19 Applications: Facades, Parking Garage Screens, Cladding Attachment Methods: The Atmosphere System from the Valmont® Structures Architectural Facades product line or Screw Fastened (Use isolators LF11.0 from the Architectural Facades product line.) Extras Notes: Other materials and thickness can be manufactured upon request. * OA and Weight calculations are based on .12in (3.0mm) aluminum. Material Finish Open Area* Stock Status Max. Width Max. Length Weight* Thickness Aluminum Powder Coated or Anodized 51% Custom Made 60” 16’ 4” 0.8193 lb/ft² 0.125” Profile Titan 190 or R19151 Architectural Facades Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7906 09/19 Applications: Parking Garage Screens, Cladding, Facades Attachment Methods: The Atmosphere System from the Valmont® Structures Architectural Facades product line or Screw Fastened (Use isolators LF11.0 from the Architectural Facades product line.) Extras Notes: Other materials and thickness can be manufactured upon request. * OA and Weight calculations are based on .12in (3.0mm) aluminum. Material Finish Open Area* Stock Status Max. Width Max. Length Weight* Thickness Aluminum Powder Coated or Anodized 62% Custom Made 60” 16’ 4” 0.6349 lb/ft² 0.125” Profile Clarity 800 or R07962 Architectural Facades Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7892 09/19 Applications: Facades, Decorative Panels, Ceiling Tiles, Cladding Attachment Methods: The Atmosphere System from the Valmont® Structures Architectural Facades product line or Screw Fastened (Use isolators LF11.0 from the Architectural Facades product line.) Extras Notes: Other materials and thickness can be manufactured upon request. * OA and Weight calculations are based on .12in (3.0mm) aluminum. Material Finish Open Area* Stock Status Max. Width Max. Length Weight* Thickness Aluminum Powder Coated or Anodized 40% Custom Made 60” 16’ 4” 1.0036 lb/ft² 0.125” Profile Eclipse 600 or R06440 Architectural Facades Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7894 09/19 Applications: Parking Garage Screens, Facades, Decorative Panels Attachment Methods: Screw Fastened or Tensile Cable Extras Notes: Folding of sides is recommended for rigidity and to maintain flatness. Material Finish Open Area Stock Status Type Form Max. Width Max. Length Weight Thickness Aluminum Anodized, Powder Coated 73% Custom Made Rigid Sheet 48” 16’ 4” 0.4505 lb/ft² 0.125” Profile Sheer 2800 Architectural Facades * Typical Architectural Facade Installation Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7904 09/19 Architectural Facades Slotted Mesh Architectural Details Technical Data Sheet No: LD-102.2 Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. MSC4196 09/19 Please fill in the following information for your screen. Reference: Aperture 'A' Aperture 'B' Wire Dia. 'A' Wire Dia. 'B' Long Aperture 'B' // to: in in in in Sheet Length: Sheet Width: Material (Please Circle) in in Length / Width Customer Name: Signed for Approval: Date: Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Applications: Building Facades, Roller Curtains Attachment Methods: Fastening systems from the Valmont® Structures Architectural Facades product line including; Angle, Cap, Flat Bar, L5 Series of Tension fastening systems or L7 Curtain Screw Series. See website for more details. Extras Notes: Dimensions are nominal Material Finish Open Area Type Stock Status Max. Width Max. Length Weight Wire Dia Aperture Form S/S T316, T304 Mill 19% Flexible Custom Made 118” As per Application 1.761 lb/ft² S/S 0.11” x 0.039” (2.8/1.0 Ribbon) 0.224” x 0.524” Roll Profile Transit F281 Architectural Facades * Typical Architectural Facade Installation Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7885 09/19 Applications: Building Facades, Curtains, Ceilings Attachment Methods: Fastening systems from the Valmont® Structures Architectural Facades product line including; Angle, Cap, Flat Bar, L5 Series of Tension fastening systems or L7 Curtain Screw Series. See website for more details. Extras Notes: Dimensions are nominal Material Finish Open Area Type Stock Status Max. Width Max. Length Weight Wire Dia Aperture Form S/S T316, T304, Galv, Brass Mill 56% Flexible Custom Made 197” As per Application 0.94 lb/ft² S/S 18 SWG 0.285” x 0.285” Roll Profile Transit 210 Architectural Facades * Typical Architectural Facade Installation Contact your local Sales Representative today at: 941.402.3554 • facades@valmont.com valmontstructures.com/facades Copyright © 2019 Valmont® Industries, Inc. All rights reserved. Valmont® Structures has a policy of continuous product improvement and development. As a result, certain changes in standard equipment, options, price, etc., may have occurred after the publication of this document. Some drawings and specifications may not be identical to current production. Valmont Structures reserves the right to change product design and specifications at any time without incurring obligations. SPC7881 09/19 Commercial Collection lnterpon Futura D2525 El Stocked Product m Made to Order Product z Prefinished 3mm(1/8”) solid aluminum plate panels. z Are highly durable and impact resistant. z Coil finishing avoids the runs and streaks that result from post-finishing after perforating. z Perforating after coil finishing ensures that factory-applied protective film keeps the finish intact. Vitraplate perforated aluminum panels Fairview Architectural manufactures high-quality perforated aluminum plate panels that offer superior durability and can be rolled, curved and fabricated to suit a range of design requirements. Our perforated panels can be used for a wide variety of applications such as for exterior façades, decorative panels, car park screens, balustrade infills, sports stadiums and much more. Key Benefits Colors and Finishes Specifications Quality Control Our aluminum panel products are prefinished in a coil- coated process with a flexible 70% PVDF Kynar paint coating system which offers a wide range of finish options such as solid, metallics, patterned finishes. Perforating after anodizing or coating is preferred in architectural use, because the purpose of the perforations is for aesthetic reasons, and the exposed cut edge of the aluminum enhances the perforations. With coil anodized or coil coated Vitraplate, the quality and integrity of the finish are not impacted in any way by perforating. Note: Fairview offers coil coating and coil anodizing over batch coating and batch anodizing as the finish is more consistent and of a higher quality Product Vitraplate 3mm(1/8”) Panel Sizes (width)Standard: 48”, 60”, 62” (1219mm, 1524mm, 1574mm) Panel Sizes (length)Standard: 122”, 146”, 196” (3099mm, 3708mm, 4980mm) Surface Coating PVDF 70 % Kynar Finishes Solid, Metallics, Woodgrains & Specialty Colors Finish Warranty Up to 30 years Vitraplate perforated panels are available in multiple aluminum alloys and are engineered per project depending on the sheet size and perforation pattern required as well as the finish. As a trusted manufacturer, Fairview Architectural has a robust third-party audited quality control process to ensure supply-chain integrity. For more information is required please contact the Fairview office on 860-242-2711 or email: helpdesk@fairview-na.com 75 Peters Road, Bloomfield, CT 06002, USA G.I G.A G.B G.C G.D G.E G.F G.G G.H G.2 G G.4 G.5 G.6 G.7 YIELD YIELD G.I G.A G.B G.C G.D G.E G.F G.G G.H G.2 G G.4 G.5 G.6 G.7 YIELD YIELD -- - - | 1 0 : 4 4 A M F R I D A Y 3 0 M A Y 2 0 2 5 | Q : \ ! 2 0 2 4 \ U T - 1 0 2 6 7 - 2 4 D E L T A C E N T E R P A R K I N G \ P R O J E C T D A T A \ S H E E T _ F I L E S \ L 1 . 0 1 L A N D S C A P E . D W G 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 FT 20100 SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2022 WALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 10/31/2024 50% DD CIVIL ENGINEER HORROCKS4919 S 1500 W STE 300RIVERDALE, UT 84405 PHONE: 801.626.2300 DE L T A C E N T E R P A R K I N G ST R U C T U R E 30 1 W S O U T H T E M P L E SA L T L A K E C I T Y , U T A H 8 4 1 0 1 NO. DATE REVISION 12/06/2024 100% DD 02/14/2025 50% CD AM/MM GN LA Phase 2 Permit Set 04/07/2025 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 04/29/2025 Bulletin #1 2 05/13/2025 Bulletin #2 1 3 05/30/2025 Bulletin #3 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE QUANTITIES TO BE USED. 2.TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS: 2.1.PER PLANTING DETAILS IN PLANTER BED AREAS. 2.2.4" DEPTH IN ALL TURF SOD AREAS 2.3.4" DEPTH IN ALL NEW SEED AREAS. 3.EDGING SHALL BE IMPLEMENTED BETWEEN ALL VARYING LANDSCAPE MATERIALS SUCH AS TURF GRASS ANDBARK MULCH, BARK MULCH AND ROCK MULCH, TURF GRASS AND BROADCAST SEED, ETC. EXACT TYPE OFEDGING SHALL BE INDICATED ON THE PLANS. IF NO EDGING IS INDICATED ON THE PLANS A 6" X 6" SLIP FORMED,SQUARE CONCRETE CURB SHALL BE USED. 4.LANDSCAPE ROCK AND BARK MULCH COLORS AND TYPES TO BE APPROVED BY OWNER. SUBMIT SAMPLES FORAPPROVAL PRIOR TO INSTALLATION. ROCK SHALL BE A DARKER HUE WITH BROWNS, GREYS, BLUES, AND TANS.BARK MULCH SHALL BE MEDIUM TEXTURE, DARK BROWN IN COLOR. ROCK AND BARK MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: 4.1.BARK MULCH - 4" DEPTH 4.2.1-2" DIAMETER FRACTURED STONE : 4" 4.3.STONE LARGER THAN 4" IN DIAMETER: DEPTH SHALL BE TWICE THE DIAMETER OF THE SMALLEST STONE INTHE SPECIFIED GRADATION. 4.4.PULL ROCK MIN. OF 3" AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN. 6" AWAY FROM ALLTREES. 5.INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND ORDINANCES. 6.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER OR LANDSCAPEARCHITECT 7.BASE PLAN & LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE & EXISTING ELEMENTS PRIOR TO CONSTRUCTION & PROVIDE NECESSARY ADJUSTMENTS. 8.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. FOLLOWING THE FIRST 24 HOURS ALL PLANTS SHALL BE WATERED ROUTINELY TO ENSURE SURVIVABILITY AND PROMOTE ESTABLISHMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WATERING SCHEDULEFOR THE OWNER'S REVIEW AND REFERENCE. 9.THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE-YEAR AFTER DATE OF FINAL ACCEPTANCE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF ALL UNDERGROUNDUTILITIES DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION ELEMENTS. SHOULD ANY DAMAGE OCCUR TO UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO ADDITIONAL COST TO THE OWNER. 11.PRIOR TO STREET/PUBLIC TREE INSTALLATION, PRUNING (CROWN/ROOT) OR REMOVAL PLEASE HAVE THECONTRACTED LICENSED CERTIFIED ARBORIST SUBMIT A COMPLETE PUBLIC TREE PERMIT APPLICATION AT LEAST 10 DAYS PRIOR TO WORK BEING PERFORMED FOR THIS PROJECT TO INCLUDE CERTIFIED ARBORISTINFORMATION AND START AND COMPLETION DATES." 12.DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE AND TO AID IN INSTALLATION. SLIGHT DEVIATIONS (+/-1') FROM THE DIMENSIONS SHOWN ARE ACCEPTABLE AS LONG AS THE OVERALL INTENT OF THE DESIGN IS MAINTAINED. 13.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE REVIEW OF ALL OTHER PROJECT DESIGN DOCUMENTS. UTILITIES, STRUCTURES, OR OTHER ELEMENTS MAY NOT BE DISPLAYED ON THESE SHEETS FOR GRAPHIC CLARITY. 14.LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH OTHER TRADES TO ENSURE CONFLICTS BETWEEN OTHER ELEMENTS NOT SHOWN ON THESE SHEETS ARE RESOLVED IN THE FIELD. 15.LANDSCAPE CONTRACTOR SHALL BE REQUIRED FOR MAINTENANCE AND WARRANTY OF LANDSCAPE AREA PERPROJECT SPECIFICATIONS. GENERAL LANDSCAPE NOTES LANDSCAPE SUBMITTAL REQUIREMENTS: 1 COMPLETE PLANT LIST FROM SUPPLIER INCLUDING SIZES AND TYPES. 2 PHYSICAL SAMPLES OF LANDSCAPE ROCK AND RIP RAP (3 OPTIONS FOR EACH TYPE FOR APPROVAL). 3 SOIL DATA/COMPOSITION SHEET FOR IMPORTED TOPSOIL. 4 SOIL DATA/COMPOSITION SHEET FOR SOIL PREP. 5 PHOTOS AND PHYSICAL SAMPLES OF LANDSCAPE BOULDERS. 6 CONCRETE MOWCURB MIX AND REINFORCING DATA. 7 CONTRACTOR REQUIRED MAINTENANCE PLAN. 8 WARRANTY DATA 9 STAMPED AND COLORED CONCRETE AND PAVER PHYSICAL MOCK-UPS FOR APPROVALSHOWING COLOR AND PATTERN. MIN 5' X 5' SIZE. 10 PHYSICAL SAMPLES OF BARK MULCH (3 OPTIONS FOR EACH TYPE FOR APPROVAL). SEE SHEET L1.03 SEE SHEET L1.02 SEE SHEET L1.04 APPROXIMATE LIMITS OF WORK LANDSCAPE PLAN L1.01 ZS ZS/MH SEE SHEET L1.05 SYMBOL CODE DESCRIPTION QTY L1.01 L1.02 L1.03 L1.04 L1.05FURNISH AND INSTALL A 4" DEPTHOF MEDIUM TEXTURE DARKBROWN MULCH (NO WEEDBARRIER) PER DETAILS. 6,565 SF 1,533 SF 2,190 SF 1,285 SF 1,558 SF FURNISH AND INSTALL A 4" DEPTH OF DECORATIVE ROCK (NO WEEDBARRIER) PER DETAILS. 1,642 SF 112 SF 694 SF 836 SF RESTORED RAISED PLANTER AREA EXACT LIMITS MAY VARYDEPENDING ON FINISHED WALLTHICKNESSES AND PIER/FOOTINGLOCATIONS FURNISH AND INSTALL A MINIMUM OF 12" OF APPROVED SOIL PREPTO 4" BELOW TOP OF WALL. SOILMATERIAL TO BOTTOM OF SOILPREP SHALL BE EQUAL ORBETTER THAN EXISTING MATERIAL COMPOSITION. 4,423 SF 4,423 SF FURNISH AND INSTALL 3-5'DIAMETER DECORATIVELANDSCAPE BOULDERS PERDETAILS 29 9 6 6 8 6" X 6" CONCRETE MOWCURB PERDETAILS FURNISH AND INSTALL A 6" THICKCONCRETE PAD FOR BENCH PER DETAILS 105 SF 105 SF FURNISH AND INSTALL 6' FORMSAND SURFACES RATIO BENCHWITH BACK OR APPROVED EQUAL PER DETIALS 3 3 FURNISH AND INSTALL TREE WELLBACKFILL MATERIAL PER DETAILS.REPALCE TREE WELL ORPROTECT IN PLACE WHERE NOTED. 677 SF 387 SF 290 SF 1 2 4 5 6 7 8 9 REFERENCE NOTES SCHEDULE EXISTING 2" CALIPER TREES TO BE REMOVEDAND TRANSPLANTED BYCITY. CONTACT FORESTRYDEPARTMENT WHEN READY FOR REMOVAL. SYMBOL BOTANICAL / COMMON NAME CONT CAL QTY L1.01 L1.02 L1.03 L1.04 L1.05 TREES CERCIS CANADENSIS `LAVENDER TWIST` LAVENDER TWIST REDBUD 10 GAL. POT 11 3 8 GINKGO BILOBA 'PRINCETON SENTRY'PRINCETON SENTRY MAIDENHAIR TREE B & B 2" 6 4 2 GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TMSHADEMASTER LOCUST 2" CAL. B&B 8 4 4 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER'SHADEMASTER HONEY LOCUST 3" CAL B&B 5 2 3 PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE 6-7` HT. B&B 3 3 PINUS NIGRA 'OREGON GREEN'OREGON GREEN AUSTRIAN PINE 6-7` HT. B&B 2 2 ULMUS PARVIFOLIA LACEBARK ELM 3" CAL B&B 6 1 3 2 ZELKOVA SERRATA 'GREEN VASE' GREEN VASE JAPANESE ZELKOVA 3" CAL B&B 5 2 3 SYMBOL BOTANICAL / COMMON NAME SIZE QTY L1.01 L1.02 L1.03 L1.04 L1.05 SHRUBS ARCTOSTAPHYLOS UVA-URSIKINNIKINNICK 1 GAL 31 5 11 9 6 BERBERIS THUNBERGII 'MARIA' SUNJOY GOLD PILLAR BARBERRY 5 GAL 3 3 JUNIPERUS HORIZONTALIS 'BLUE CHIP'BLUE CHIP JUNIPER 5 GAL 25 5 5 15 PHYSOCARPUS OPULIFOLIUS `SMPOTW`TINY WINE® NINEBARK 5 GAL 30 7 13 4 6 PRUNUS X CISTENA PURPLE LEAF SAND CHERRY 5 GAL 23 15 8 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC 5 GAL.87 4 20 34 29 ROSA X `RADRAZZ` KNOCK OUT ROSE 5 GAL 14 3 5 6 SALIX PURPUREA `NANA`DWARF ARCTIC WILLOW 5 GAL 10 5 5 ANNUALS/PERENNIALS SALVIA NEMOROSA `MAY NIGHT`MAY NIGHT SAGE 1 GAL.9 9 ORNAMENTAL GRASSES CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`FEATHER REED GRASS 1 GAL 101 18 29 27 27 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL 26 3 8 9 6 PLANT SCHEDULE 3 13% OF TOTAL LANDSCAPE 52% OF TOTAL LANDSCAPE 35% OF TOTAL LANDSCAPE 3 3 LANDSCAPE LIVE COVERAGE CALCULATIONS 359 TOTAL SHRUBS/PERENNIALS ~12 SF PER PLANT = 4308 SF OF LIVECOVERAGE 46 TOTAL TREES ~400 SF PER TREE = 18,400 SF OF LIVE COVERAGE REDUCE TOTAL TREE COVERAGE BY 75%TO ACCOUNT FOR OVERLAP WITH SHRUBSAND COVERAGE OF NON PLANTER AREAS. TOTAL APPLICABLE LIVE COVER = 4600 SF 13,307 SF OF TOTAL LANDSCAPE AREA TOTAL PROVIDED LIVE COVER = 8,908 SF (67%) 13,307 SF OF TOTAL LANDSCAPE AREA TOTAL PROVIDED LIVE COVER (NOT COUNTING REDUCED TREE COVERAGE) = 4308 SF (32%) 3 LANDSCAPE ~4' WALL WILL BE PLACED BACK LIKE HOW IT WAS AND WILL HAVE IVY ON THE SIDEWALK SIDE. ALSO, TREES WILL BE ADDED PER REQUEST. OW3MH: 2 OW3 MH: 2 OW3MH: 2 OW3 MH: 2 OW3 MH: 2 OW3MH: 2 OW3MH: 2 OW3 MH: 2 OW3 MH: 2 OW3 MH: 2 OW3MH: 2 OW3 MH: 2 OW3MH: 2 OW3 MH: 2 OW3MH: 2 OW3 MH: 2 OW3 MH: 2 OW3 MH: 2 OW3 MH: 2 OW3MH: 2 OW3 MH: 2 OW3MH: 2 OW3 MH: 2 OW3MH: 2 OW3 MH: 2 OW3MH: 2 OW3MH: 2 OW3 MH: 2 OW3 MH: 2 OW3 MH: 2 OW3MH: 2 OW3MH: 2 OW3 MH: 2 0.1 76.4 3.2 0.5 0.4 8.8 3.5 0.6 0.2 19.2 12.2 2.6 1.4 0.5 0.2 0.1 53.3 4.2 12.8 2.5 0.8 0.4 0.2 0.1 0.0 0.5 10.1 9.0 8.7 1.9 0.6 0.3 0.1 0.1 0.1 0.0 41.0 10.7 2.6 2.3 1.8 1.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 2.3 3.5 1.6 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.0 0.0 0.0 5.0 1.7 0.9 0.5 0.4 0.3 0.3 0.3 0.5 0.5 0.2 0.1 0.0 20.5 2.7 0.8 0.4 0.3 0.2 0.3 0.6 1.5 2.1 0.2 0.1 1.4 1.5 0.6 0.3 0.3 0.3 0.4 0.7 2.6 27.5 0.3 7.5 1.7 0.7 0.4 0.4 0.6 0.7 0.5 0.3 0.5 13.3 2.4 0.8 0.4 0.5 1.5 3.0 0.7 0.1 0.7 1.5 0.6 0.4 0.6 1.9 21.8 0.3 10.1 2.1 0.8 0.3 0.2 0.2 0.3 9.2 2.0 0.8 0.3 0.2 0.1 0.8 1.6 0.7 0.7 0.2 0.2 15.2 2.6 1.1 1.4 4.6 0.6 6.8 1.8 1.3 2.5 16.0 2.1 1.9 1.7 1.0 1.6 2.0 0.4 22.0 2.8 1.3 1.9 6.3 0.5 3.8 1.4 1.1 2.3 10.9 1.1 0.1 0.2 0.6 0.7 1.5 1.2 0.3 0.1 0.1 0.3 0.8 2.0 8.3 0.7 0.1 0.1 0.3 0.7 1.9 7.5 0.8 0.1 0.1 0.2 0.5 1.4 1.3 0.3 0.1 0.1 0.3 0.7 2.2 12.6 1.3 0.1 0.1 0.3 0.6 1.6 5.8 0.6 0.1 0.1 0.2 0.5 1.4 2.4 0.3 0.1 0.1 0.3 0.7 2.3 17.1 2.5 0.1 0.1 0.2 0.6 1.4 3.8 0.3 0.1 0.1 0.3 0.6 1.5 4.4 0.3 0.1 0.1 0.3 0.7 2.3 16.3 2.0 0.1 0.1 0.2 0.5 1.4 2.0 0.2 0.1 0.1 0.3 0.6 1.6 6.2 0.5 0.1 0.1 0.3 0.7 2.2 11.1 1.4 0.1 0.1 0.2 0.5 1.4 1.1 0.3 0.1 0.1 0.3 0.7 1.9 8.1 0.7 0.1 0.1 0.3 0.7 1.9 7.6 0.8 0.1 0.1 0.2 0.5 1.4 1.2 0.2 0.1 0.1 0.2 0.7 2.2 12.4 1.2 0.1 0.1 0.2 0.6 1.4 5.8 0.4 0.1 0.1 0.2 0.4 1.2 1.5 0.2 0.1 0.1 0.2 0.5 1.5 8.8 102.0 0.1 0.2 0.4 1.0 3.0 0.3 0.1 0.1 0.3 0.7 1.1 0.2 0.1 0.1 0.2 0.6 1.8 17.8 0.8 0.1 0.1 0.2 0.5 1.6 3.8 0.2 0.2 0.1 0.2 0.3 0.7 1.2 0.3 0.1 0.1 0.2 0.5 1.2 8.3 97.6 0.1 0.1 0.2 0.4 1.1 2.6 1.7 0.1 0.2 0.3 0.6 1.3 2.7 0.4 0.2 0.1 0.2 0.4 1.1 4.7 28.4 0.1 0.2 0.3 0.9 1.6 1.8 0.2 0.2 0.2 0.5 0.6 1.1 2.4 21.4 0.4 3.1 0.9 0.6 1.1 3.3 11.3 97.8 9.3 1.7 0.7 0.9 1.6 3.4 0.4 2.3 3.9 1.3 0.7 0.8 1.9 8.3 120.9 0.4 18.1 3.1 1.0 0.5 0.7 1.3 3.6 0.5 95.7 8.8 2.4 1.2 0.7 0.5 0.8 1.9 4.9 1.0 0.0 0.0 0.1 4.7 3.9 1.1 0.6 0.4 0.5 0.8 1.7 7.2 2.7 0.0 0.0 0.0 0.0 0.0 0.2 0.8 1.0 0.6 0.4 0.3 0.5 1.2 2.0 1.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.3 0.3 0.4 0.6 1.5 8.1 30.4 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.8 2.9 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.8 3.3 5.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 5.1 108.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts Mounting Height33RA-40711-W40 Single RA-40711-W40 OW3 1.000 1339 19.5 643.5 2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min LEVEL_1 LANDING_Top Illuminance Fc 2.96 120.9 0.0 N.A.N.A. G.P G.D G.E G.F G.G G.M G.N G.O G.1 G.2 G.5 G.5.9 G.7 G.9 G.6 G.7.9 G.8 G.3 G.4 G.7.5 G.H G.I G.J G.K G.L G.C G.B G.A G.Q E2.10 4 OW3 MOUNTING HEIGHT IS +24" LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 2 3   p .   m . PARKING SITE PLAN PHOTOMETRIC E1.02A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST AM AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/32" = 1'-0" PARKING SITE PLAN PHOTOMETRIC1 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set G.P G.D G.E G.F G.G G.M G.N G.O G.1 G.2 G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L G.C G.B G.A G.Q 1H1-5 (1RP-14) K90 1H1-5 (1RP-14) K90 1EH1-5 X2 1H1-5 K90E 1H1-5 (1RP-14) K90 1H1-7 (1RP-13) K90 1H1-7 K90E 1H1-7 (1RP-13) K90 1H1-7 (1RP-13) K90 1H1-7 (1RP-13) K90 1H1-7 (1RP-13) K90 1H1-5 (1RP-14) K90 1H1-5 (1RP-14) K90 1H1-5 K90E 1H1-5 (1RP-14) K90 1H1-5 (1RP-14) K90 1H1-7 K90E 1H1-5 K90E 1H1-5 (1RP-14) K90 1H1-7 (1RP-13) K90 1H1-7 (1RP-13) K90 1H1-7 (1RP-13) K90 1H1-7 (1RP-13) K90 1H1-7 K90E 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8WE 1EH1-5 X2 1EH1-5 X1 1H1-7 K90E 1H1-5 K90E 1H1-7 K90E 1H1-5 (1RP-14) K90 1H1-7 (1RP-13) K90 1H1-7 K90E 1H1-7 (1RP-13) K90 1H1-5 (1RP-14) K90 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1EH1-11 W2 1EH1-11 ±28' 1H1-3 (1RP-12) W2 1H1-3 (1RP-12) ±28' 1H1-3 (1RP-12) W2 1H1-3 (1RP-12) ±28' 1EH1-11 W2 1EH1-11 ±28' 1H1-7 (1RP-13) K90 EM EM EM EM EM EM EM EM EM 1EL1-1 BEP WP L2 L1 1H1-7 (1RP-13) K90 1H1-7 (1RP-13) K90 E2.10 1 E2.10 3 E2.10 2 1EH1-17 EM 1EH1-17 EM 1EH1-17 1H1-5 (1RP-14) K90 1H1-5 (1RP-14) K90 1EH1-17 1EH1-17 1EH1-17 1EH1-17 1EH1-17 EM EM 1EH1-9 1EH1-9 1EH1-9 1EH1-9 1EH1-9 1EH1-9 1EH1-9 1EH1-9 1EH1-9 1EH1-8 (1RP-9) ST1 1EH1-8 (1RP-9) ST1 1EH1-8 (1RP-9) ST1 L10 1H1-5 (1RP-14) K90 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8WE 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8WE 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) D8W 1H1-11 (1RP-10) K90 1H1-11 (1RP-10) D8WE 1H1-5 (1RP-14) K90 1H1-5 (1RP-14) K90 EM EM EM L10 1H1-9 (1RP-11) D8WE EM 1H1-9 (1RP-11) D8W 1H1-9 (1RP-11) D8W 1H1-9 (1RP-11) D8WEEM 1H1-9 (1RP-11) D8WE EM 1H1-9 (1RP-11) D8W 1H1-9 (1RP-11) D8W K90 EM 2 1H1-9 (1RP-11) D8W 1H1-5 (1RP-14) K90 1H1-7 (1RP-13) K90 1H1-9 (1RP-11) D8W1H1-9 (1RP-11) D8W 1H1-3 (1RP-12) OW1 1H1-3 (1RP-12) ±28' 1H1-3 (1RP-12) OW1 1H1-3 (1RP-12) ±28' 4 4 1EH1-17 1H1-11 (1RP-23) D3W 1H1-11 (1RP-22) D3WE 1H1-11 (1RP-23) D3W1H1-11 (1RP-23) D3W 1H1-11 (1RP-22) D3WE 1H1-11 (1RP-23) D3W 1H1-11 (1RP-23) D3W1H1-11 (1RP-23) D3W 1EH1-17 1EH1-17 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 26 / 0 6 / 2 0 2 5 5 : 4 7 : 4 6 p . m . LEVEL B1 - PARKING LIGHTING PLAN E2.01 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/16" = 1'-0" LEVEL B1 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER.WITH ELEVATOR INSTALLER L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER.WITH ELEVATOR INSTALLER L10 MOUNTING HEIGHT OF THE LIGHT FIXTURES TO BE COORDINATED ON SITE BY THE OWNER AND GENERAL CONTRACTOR. NO. DATE REVISION 10/31/2024 50% DD 12/06/2024 100% DD 02/14/2025 50% CD 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 1 04/30/2025 Bulletin #1 2 05/19/2025 Bulletin #2 4 06/25/2025 Bulletin #4 SCALE = 3/32" = 1'-0" LEVEL B1.2 - VOID AREA CEILING2 4 W1 MH : 3 3 W2 MH : 1 2 W2 MH : 1 4 W2 MH : 1 4 W2 MH : 1 4 K9 0 MH : 3 8 K9 0 MH : 3 8 W2 MH : 1 7 . 5 W1 MH : 3 3 W2 MH : 3 5 W2 MH : 3 5 W2 MH : 2 5 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 D8 W MH : 1 4 . 8 3 3 W2 MH : 1 7 . 5 W2 MH : 1 7 . 5 D8 W MH : 2 3 K9 0 MH : 3 1 K9 0 MH : 3 1 K9 0 MH : 3 1 K9 0 MH : 3 1 K9 0 MH : 3 1 K9 0 MH : 3 1 K9 0 MH : 3 0 K9 0 MH : 3 0 K9 0 MH : 2 0 K9 0MH : 2 8 K9 0 MH : 2 8 K9 0MH : 2 8 K9 0MH : 2 8 K9 0 MH : 2 8 K9 0 MH : 2 8 K9 0 MH : 2 0 K9 0 MH : 2 0 K9 0MH : 2 8 K9 0 MH : 2 8 K9 0 MH : 2 8 K9 0 MH : 3 0 K9 0MH : 2 8 K9 0 MH : 2 8 K9 0 MH : 3 0 K9 0MH : 2 8 K9 0 MH : 2 8 K9 0 MH : 3 0 K9 0MH : 2 8 K9 0 MH : 2 8 K9 0 MH : 2 0 D8 W MH : 1 4 . 8 3 3 D8 WMH : 2 3 D8 W MH : 2 3 D8 WMH : 2 3 K9 0 MH : 2 3 D8 W MH : 2 3 D8 W MH : 2 3 D8 W MH : 2 3 K9 0MH : 2 0 W2MH : 3 5 D8 W MH : 2 3 D8 W MH : 2 3 D8 W MH : 2 3 D8 W MH : 2 3 D8 WMH : 2 3 D8 W MH : 2 3 D8 W MH : 2 3 D8 W MH : 2 3 D8 W MH : 2 3 K9 0 MH : 1 6 K9 0 MH : 1 6 K9 0 MH : 1 6 K9 0 MH : 3 5 K9 0 MH : 3 5 K9 0 MH : 3 7 K9 0 MH : 3 7 K9 0MH : 3 7 K9 0 MH : 3 4 . 3 3 3 0. 7 0 . 9 0 . 8 0 . 9 0 . 9 1 . 0 1 . 2 1 . 3 1 . 4 1 . 3 1 . 4 1 . 8 2 . 1 1 . 8 1 . 7 2 . 0 2 . 3 2 . 6 2 . 7 2 . 8 2 . 8 3 . 2 3 . 2 3 . 2 3 . 3 3 . 3 3 . 3 3 . 2 3 . 3 3 . 2 3 . 2 3 . 3 3 . 3 3 . 2 3 . 2 3 . 2 3 . 1 3 . 1 3 . 0 3 . 0 3 . 0 2 . 9 3 . 0 2 . 9 2 . 9 2 . 9 3 . 0 3 . 2 3 . 3 3 . 5 3 . 6 3 . 6 3 . 6 3 . 7 3 . 7 3 . 6 3 . 6 3 . 5 3 . 6 3 . 6 3 . 7 3 . 9 4 . 0 4 . 3 4. 5 4 . 7 4. 9 5 . 1 4 . 6 4. 4 3. 0 0. 8 1 . 0 1 . 1 1 . 1 1 . 2 1 . 3 1 . 5 1 . 6 1 . 8 1 . 6 1 . 8 2 . 2 2 . 1 2 . 0 2 . 2 2 . 5 3 . 0 3 . 1 3 . 3 3 . 3 3 . 7 3 . 7 3 . 7 3 . 7 3 . 7 3 . 7 3 . 8 3 . 8 3 . 8 3 . 8 3 . 7 3 . 7 3 . 6 3 . 6 3 . 6 3 . 6 3 . 5 3 . 4 3 . 4 3 . 3 3 . 3 3 . 3 3 . 5 3 . 4 3 . 4 3 . 4 3 . 4 3 . 9 4 . 1 4 . 3 4 . 3 4 . 4 4 . 4 4 . 4 4 . 3 4 . 3 4 . 3 4 . 4 4 . 5 4 . 6 4 . 8 5 . 0 5 . 4 5 . 8 6 . 3 6 . 8 6 . 4 6 . 2 4 . 1 1 . 6 0. 9 1 . 3 1 . 4 1 . 3 1 . 5 1 . 7 1 . 8 2 . 0 1 . 7 2 . 0 2 . 2 1 . 9 1 . 8 2 . 2 2 . 8 3 . 5 3 . 7 3 . 9 4. 4 4 . 4 4 . 4 4 . 4 4. 3 4. 4 4 . 4 4 . 4 4 . 4 4 . 4 4. 3 4 . 3 4 . 2 4 . 2 4 . 1 4 . 2 4 . 1 4 . 1 4 . 0 3 . 9 3 . 9 3 . 8 3 . 8 3 . 8 4 . 0 4 . 0 3 . 9 3 . 9 4. 5 4. 9 5 . 3 5. 4 5 . 4 5 . 4 5. 3 5 . 2 5 . 2 5 . 3 5. 4 5 . 5 5. 6 5 . 9 6 . 4 7 . 1 7 . 6 8 . 5 8 . 6 8 . 9 6 . 3 1 . 4 1. 1 1 . 5 1 . 8 1 . 9 1 . 7 2 . 1 2 . 2 2 . 4 2 . 1 2 . 3 1 . 7 1 . 8 2 . 2 3 . 1 4 . 1 4 . 3 4 . 5 5 . 1 5 . 1 5 . 1 5 . 0 5 . 2 5 . 1 5 . 1 5 . 1 5 . 1 5 . 0 4 . 9 4 . 8 4 . 8 4 . 9 4 . 8 4 . 7 4 . 6 4 . 6 4 . 6 4 . 6 4 . 4 4 . 3 4 . 2 4 . 2 4 . 2 4 . 6 4 . 6 4 . 6 4 . 8 5 . 7 6 . 0 6 . 3 6 . 4 6 . 5 6 . 4 6 . 2 6 . 1 6 . 1 6 . 2 6 . 4 6 . 9 7 . 6 8 . 3 9 . 3 1 0 . 7 1 1 . 8 1 1 . 8 9 . 8 1 . 7 1. 4 1 . 9 2 . 2 2 . 4 2 . 1 2 . 4 2 . 6 2 . 1 2 . 4 1 . 7 1 . 3 1 . 5 2 . 7 4 . 6 5 . 1 6 . 0 6 . 0 5 . 9 6 . 1 5 . 9 5 . 9 5 . 8 5. 7 5 . 7 5. 8 5. 7 5. 6 5. 5 5 . 5 5 . 4 5 . 4 5. 3 5 . 3 5 . 3 5 . 2 5 . 1 5 . 0 5 . 0 4 . 9 4 . 8 4 . 8 4. 7 4. 6 5. 4 5. 6 6 . 5 7 . 3 7. 7 7. 8 7. 7 7 . 4 7 . 4 7 . 5 7. 3 7. 5 7. 9 8 . 4 9 . 5 1 0 . 9 1 2 . 6 1 4 . 5 1 4 . 7 1 3 . 2 2 . 0 1. 9 4 . 1 3 . 9 3 . 6 3 . 4 2 . 8 2 . 9 2 . 4 0 . 9 1 . 0 1 . 1 1 . 4 5 . 2 6 . 0 6 . 9 7 . 0 7 . 3 7 . 0 6 . 8 6 . 7 6 . 5 6 . 5 6 . 5 6 . 6 6 . 6 6 . 5 6 . 4 6 . 2 6 . 1 6 . 0 6 . 1 6 . 1 6 . 0 5 . 9 5 . 8 5 . 7 5 . 6 5 . 6 5 . 5 5 . 4 5 . 3 5 . 1 5 . 2 6 . 3 6 . 5 8 . 8 9 . 8 1 0 . 1 9 . 4 9 . 0 8 . 8 8 . 9 8 . 7 9 . 0 9 . 5 1 0 . 6 1 2 . 1 1 4 . 1 1 6 . 8 1 7 . 6 1 6 . 8 2 . 6 2. 5 4 . 6 4 . 2 3 . 9 4 . 1 3 . 2 2 . 4 7. 1 8 . 2 8 . 7 8 . 5 8 . 3 8 . 1 7 . 8 7 . 6 7. 4 7 . 4 7 . 4 7 . 4 7 . 4 7. 3 7 . 2 7 . 0 6 . 9 6 . 8 6 . 8 6 . 9 6 . 7 6 . 7 6 . 6 6 . 5 6 . 4 6 . 4 6 . 3 6 . 1 6 . 0 5 . 9 5 . 3 5. 7 7 . 4 10 . 1 1 2 . 5 1 2 . 6 1 1 . 7 1 0 . 8 1 0 . 4 1 0 . 5 1 0 . 4 1 0 . 8 1 1 . 5 1 3 . 0 1 5 . 3 1 8 . 3 2 0 . 4 1 9 . 8 3 . 4 3. 2 4 . 8 4 . 6 4 . 4 4 . 9 5 . 9 7. 9 1 0 . 0 9 . 8 9 . 7 9 . 4 9 . 1 8 . 8 8 . 4 8 . 2 8 . 3 8 . 3 8 . 4 8 . 3 8 . 1 7 . 9 7 . 7 7 . 7 7 . 6 7 . 5 7 . 6 7 . 4 7 . 5 7 . 4 7 . 2 7 . 1 6 . 9 6 . 8 6 . 6 6 . 5 6 . 5 5 . 6 5 . 1 4 . 8 9 . 5 1 5 . 7 1 6 . 2 1 4 . 6 1 2 . 3 1 1 . 8 1 2 . 0 1 2 . 1 1 2 . 7 1 3 . 7 1 5 . 6 1 8 . 6 2 1 . 5 2 1 . 7 4 . 5 3. 9 5 . 2 5 . 1 5 . 9 7 . 8 8 . 9 1 0 . 5 1 1 . 5 1 2 . 4 1 2 . 3 1 1 . 6 1 1 . 0 1 0 . 9 1 0 . 6 1 0 . 2 9 . 9 9 . 5 9 . 3 9 . 2 9 . 1 9 . 3 9 . 2 9 . 0 8 . 8 8 . 5 8 . 4 8 . 3 8 . 2 8 . 4 8 . 3 8 . 3 8 . 0 7 . 8 7 . 9 7. 4 7. 0 6 . 7 6 . 3 6 . 1 5 . 6 19 . 1 1 8 . 7 1 6 . 1 1 3 . 5 1 3 . 4 1 3 . 7 1 4 . 0 1 4 . 9 1 6 . 0 1 8 . 4 2 1 . 0 2 2 . 0 1 5 . 3 4. 6 5 . 5 6 . 3 8 . 0 1 0 . 1 1 1 . 1 1 2 . 3 1 2 . 9 1 3 . 7 1 3 . 0 1 2 . 3 1 2 . 1 1 1 . 8 1 1 . 4 1 1 . 2 1 0 . 8 1 0 . 4 1 0 . 3 1 0 . 2 1 0 . 1 1 0 . 1 9 . 9 9 . 5 9 . 2 9 . 0 8 . 9 8 . 8 8 . 9 8 . 9 8 . 8 8 . 7 8 . 5 8 . 4 8 . 4 8 . 3 8 . 0 8 . 0 7 . 1 6 . 6 20 . 1 1 9 . 5 1 7 . 3 1 4 . 8 1 4 . 4 1 5 . 1 1 5 . 9 1 6 . 9 1 8 . 5 2 1 . 0 2 3 . 8 1 9 . 0 5. 3 6 . 6 7. 7 9. 7 1 0 . 7 1 1 . 6 1 2 . 6 1 4 . 5 1 4 . 0 1 3 . 2 1 3 . 2 1 2 . 9 1 2 . 7 1 2 . 3 1 1 . 9 1 1 . 5 1 1 . 4 1 1 . 2 1 0 . 9 1 0 . 7 1 0 . 4 1 0 . 1 9 . 8 9 . 7 9 . 4 9 . 3 9 . 3 9 . 2 9 . 2 9 . 3 9 . 1 8 . 8 8 . 9 8 . 7 8 . 6 8 . 6 9 . 0 9 . 2 1 0 . 6 1 1 . 8 1 6 . 7 1 9 . 0 1 8 . 9 1 7 . 2 1 5 . 1 1 5 . 4 1 6 . 3 1 7 . 2 1 8 . 7 2 1 . 2 2 3 . 5 1 6 . 3 6. 1 7 . 2 8 . 2 9 . 2 1 0 . 1 1 0 . 8 1 5 . 3 1 4 . 9 1 4 . 5 1 4 . 8 1 4 . 4 1 4 . 0 1 3 . 7 1 3 . 2 1 2 . 7 1 2 . 3 1 2 . 1 1 1 . 8 1 1 . 4 1 1 . 1 1 0 . 6 1 0 . 3 1 0 . 1 9 . 9 9 . 7 9 . 8 9 . 7 9 . 7 9 . 6 9 . 4 9 . 4 9 . 4 9 . 4 9 . 2 9 . 3 9 . 6 9 . 9 1 0 . 7 1 3 . 0 1 5 . 7 1 7 . 1 1 7 . 2 1 6 . 6 1 5 . 7 1 6 . 0 1 7 . 2 1 8 . 8 2 0 . 9 2 3 . 0 1 4 . 5 5. 9 6 . 0 1 . 1 1 . 1 1 . 2 1 7 . 2 1 6 . 2 1 6 . 1 1 6 . 1 1 5 . 9 1 5 . 6 1 5 . 2 1 4 . 5 1 3 . 9 1 3 . 3 1 2 . 8 1 2 . 5 1 2 . 0 1 1 . 5 1 1 . 1 1 0 . 6 1 0 . 4 1 0 . 2 1 0 . 1 1 0 . 1 9 . 9 1 0 . 0 9 . 8 9 . 6 9 . 7 9 . 6 9 . 6 9 . 6 9 . 6 1 0 . 0 1 0 . 3 1 2 . 0 1 3 . 8 1 4 . 9 1 6 . 2 1 6 . 5 1 6 . 2 1 6 . 2 1 7 . 0 1 8 . 2 1 9 . 7 2 2 . 0 1 2 . 9 1. 4 1 . 5 1 . 5 1 . 4 1 7 . 3 1 8 . 4 1 8 . 2 1 8 . 1 1 8 . 0 1 7 . 4 1 7 . 0 1 6 . 1 1 5 . 2 1 4 . 4 1 3 . 8 1 3 . 1 1 2 . 6 1 2 . 1 1 1 . 4 1 0 . 9 1 0 . 8 1 0 . 5 1 0 . 3 1 0 . 4 1 0 . 2 1 0 . 1 1 0 . 0 9 . 8 9 . 8 9 . 8 9 . 9 9 . 9 1 0 . 1 1 0 . 9 1 1 . 4 1 2 . 2 1 3 . 8 1 4 . 8 1 5 . 7 1 6 . 3 1 6 . 6 1 6 . 7 1 7 . 6 1 8 . 8 2 0 . 5 1 2 . 4 1. 6 1 . 8 1 . 6 2 0 . 3 2 0 . 5 2 0 . 2 2 0 . 8 2 0 . 3 1 9 . 6 1 8 . 7 1 7 . 6 1 6 . 4 1 5 . 6 1 4 . 6 1 3 . 8 1 3 . 0 1 2 . 4 1 1 . 7 1 1 . 2 1 1 . 0 1 0 . 6 1 0 . 5 1 0 . 4 1 0 . 2 1 0 . 2 1 0 . 2 1 0 . 0 9 . 9 1 0 . 0 1 0 . 0 1 0 . 2 1 0 . 8 1 1 . 3 1 1 . 8 1 3 . 3 1 4 . 2 1 5 . 1 1 6 . 1 1 6 . 7 1 7 . 2 1 7 . 7 1 8 . 3 1 9 . 0 1 2 . 7 1. 6 1 . 8 2 5 . 3 2 4 . 2 2 3 . 7 2 3 . 3 2 3 . 2 2 2 . 1 2 1 . 0 1 9 . 6 1 8 . 3 1 6 . 7 1 5 . 5 1 4 . 5 1 3 . 6 1 2 . 8 1 2 . 0 1 1 . 6 1 1 . 2 1 0 . 9 1 0 . 6 1 0 . 5 1 0 . 4 1 0 . 3 1 0 . 2 1 0 . 0 1 0 . 1 1 0 . 3 1 0 . 3 1 0 . 7 1 1 . 2 1 1 . 7 1 2 . 5 1 3 . 8 1 4 . 9 1 6 . 2 1 7 . 4 1 8 . 1 1 8 . 4 1 8 . 8 1 8 . 9 1 8 . 8 10 . 8 2 7 . 7 2 6 . 8 2 7 . 1 2 6 . 8 2 6 . 1 2 5 . 2 2 3 . 7 2 1 . 8 2 0 . 0 1 8 . 1 1 6 . 5 1 5 . 3 1 4 . 2 1 3 . 3 1 2 . 5 1 2 . 0 1 1 . 6 1 1 . 2 1 0 . 8 1 0 . 7 1 0 . 6 1 0 . 6 1 0 . 5 1 0 . 2 1 0 . 4 1 0 . 5 1 0 . 8 1 1 . 1 1 1 . 7 1 2 . 4 1 3 . 6 1 4 . 8 1 6 . 0 1 7 . 4 1 8 . 7 1 9 . 6 1 9 . 9 1 9 . 8 1 8 . 9 11 . 4 2 8 . 9 3 0 . 3 3 0 . 3 2 9 . 8 2 8 . 4 2 6 . 6 2 4 . 2 2 1 . 6 1 9 . 6 1 7 . 8 1 6 . 2 1 4 . 8 1 3 . 8 1 3 . 0 1 2 . 3 1 2 . 0 1 1 . 5 1 1 . 1 1 0 . 9 1 0 . 8 1 0 . 8 1 0 . 9 1 0 . 7 1 0 . 7 1 1 . 0 1 1 . 2 1 1 . 7 1 2 . 4 1 3 . 2 1 4 . 5 1 6 . 0 1 7 . 6 1 9 . 2 2 0 . 5 2 1 . 4 2 1 . 5 2 0 . 4 9. 8 3 2 . 3 3 3 . 5 3 3 . 1 3 1 . 5 2 9 . 4 2 6 . 6 2 3 . 6 2 1 . 1 1 8 . 8 1 6 . 9 1 5 . 5 1 4 . 4 1 3 . 4 1 2 . 6 1 2 . 1 1 1 . 7 1 1 . 3 1 1 . 3 1 1 . 0 1 1 . 0 1 1 . 0 1 0 . 8 1 1 . 1 1 1 . 4 1 1 . 7 1 2 . 2 1 3 . 0 1 4 . 3 1 5 . 8 1 7 . 6 1 9 . 5 2 1 . 1 2 2 . 4 2 2 . 9 2 1 . 9 9. 7 3 4 . 9 3 5 . 6 3 4 . 2 3 1 . 9 2 8 . 8 2 5 . 6 2 2 . 5 1 9 . 8 1 7 . 6 1 6 . 1 1 4 . 8 1 3 . 6 1 2 . 8 1 2 . 2 1 1 . 7 1 1 . 4 1 1 . 4 1 1 . 2 1 1 . 2 1 1 . 1 1 1 . 0 1 1 . 3 1 1 . 7 1 2 . 0 1 2 . 7 1 3 . 7 1 5 . 3 1 7 . 1 1 9 . 1 2 1 . 1 2 2 . 8 2 4 . 0 2 3 . 4 9. 6 3 6 . 4 3 6 . 3 3 4 . 1 3 0 . 7 2 7 . 3 2 3 . 9 2 0 . 9 1 8 . 6 1 6 . 5 1 5 . 1 1 4 . 0 1 3 . 1 1 2 . 5 1 1 . 9 1 1 . 6 1 1 . 4 1 1 . 2 1 1 . 5 1 1 . 5 1 1 . 3 1 1 . 6 1 1 . 9 1 2 . 4 1 3 . 3 1 4 . 6 1 6 . 3 1 8 . 2 2 0 . 4 2 2 . 6 2 4 . 0 2 4 . 0 9. 6 3 6 . 6 3 5 . 5 3 2 . 3 2 8 . 7 2 5 . 1 2 1 . 9 1 9 . 3 1 7 . 1 1 5 . 5 1 4 . 1 1 3 . 2 1 2 . 6 1 2 . 1 1 1 . 7 1 1 . 6 1 1 . 5 1 1 . 5 1 1 . 6 1 1 . 5 1 1 . 7 1 2 . 2 1 2 . 7 1 3 . 7 1 5 . 2 1 7 . 1 1 9 . 3 2 1 . 6 2 3 . 6 2 3 . 9 9. 3 3 5 . 1 3 3 . 0 2 9 . 5 2 5 . 9 2 2 . 5 1 9 . 6 1 7 . 3 1 5 . 6 1 4 . 2 1 3 . 1 1 2 . 5 1 2 . 0 1 1 . 7 1 1 . 5 1 1 . 3 1 1 . 4 1 1 . 5 1 1 . 3 1 1 . 5 1 2 . 1 1 2 . 8 1 3 . 8 1 5 . 4 1 7 . 6 1 9 . 9 2 2 . 1 2 3 . 1 9. 2 3 2 . 1 2 9 . 6 2 6 . 1 2 2 . 8 1 9 . 9 1 7 . 5 1 5 . 6 1 4 . 2 1 3 . 2 1 2 . 5 1 1 . 9 1 1 . 6 1 1 . 6 1 1 . 3 1 1 . 3 1 1 . 5 1 1 . 3 1 1 . 5 1 2 . 2 1 2 . 7 1 3 . 8 17 . 6 1 9 . 9 2 1 . 5 9. 1 2 8 . 4 2 5 . 8 2 2 . 7 1 9 . 9 1 7 . 5 1 5 . 5 1 4 . 2 1 3 . 3 1 2 . 5 1 2 . 0 1 1 . 7 1 1 . 5 1 1 . 4 1 1 . 3 1 1 . 4 1 1 . 2 1 1 . 6 1 2 . 1 1 2 . 6 18 . 8 9. 0 2 4 . 4 2 2 . 2 1 9 . 6 1 7 . 2 1 5 . 4 1 4 . 0 1 3 . 2 1 2 . 5 1 2 . 0 1 1 . 6 1 1 . 4 1 1 . 2 1 1 . 3 1 1 . 4 1 1 . 2 1 1 . 5 1 1 . 9 16 . 0 9. 6 2 1 . 5 1 9 . 1 1 6 . 9 1 5 . 3 1 4 . 1 1 3 . 1 1 2 . 4 1 2 . 0 1 1 . 7 1 1 . 4 1 1 . 3 1 1 . 4 1 1 . 5 1 1 . 1 1 1 . 4 1 1 . 8 1 1 . 9 13 . 8 16 . 8 2 2 . 9 2 0 . 9 1 8 . 4 1 6 . 5 1 4 . 9 1 3 . 7 1 2 . 7 1 2 . 1 1 1 . 7 1 1 . 5 1 1 . 3 1 1 . 2 1 1 . 1 1 1 . 2 1 0 . 8 1 1 . 2 1 1 . 5 1 1 . 5 1 2 . 2 1 2 . 9 1 4 . 2 25 . 6 2 4 . 4 2 2 . 0 1 9 . 7 1 7 . 5 1 5 . 6 1 4 . 2 1 3 . 2 1 2 . 3 1 1 . 8 1 1 . 3 1 1 . 1 1 0 . 8 1 0 . 8 1 0 . 8 1 0 . 9 1 0 . 5 1 0 . 9 1 1 . 1 1 1 . 4 1 2 . 0 1 2 . 9 1 3 . 8 1 5 . 4 26 . 1 2 4 . 5 2 2 . 4 2 0 . 2 1 8 . 2 1 6 . 3 1 4 . 6 1 3 . 4 1 2 . 4 1 1 . 7 1 1 . 2 1 0 . 9 1 0 . 7 1 0 . 4 1 0 . 4 1 0 . 5 1 0 . 5 1 0 . 2 1 0 . 5 1 0 . 7 1 0 . 9 1 1 . 3 1 2 . 0 1 2 . 9 1 4 . 1 1 5 . 6 21 . 6 2 0 . 0 1 8 . 1 1 6 . 4 1 4 . 9 1 3 . 5 1 2 . 4 1 1 . 6 1 1 . 1 1 0 . 6 1 0 . 2 1 0 . 0 1 0 . 0 9 . 9 9 . 9 1 0 . 0 9 . 8 9 . 9 1 0 . 1 1 0 . 3 1 0 . 8 1 1 . 2 1 2 . 0 1 2 . 9 1 3 . 6 17 . 4 1 6 . 1 1 4 . 6 1 3 . 4 1 2 . 3 1 1 . 3 1 0 . 7 1 0 . 2 9 . 9 9 . 5 9 . 4 9 . 4 9 . 3 9 . 2 9 . 3 9 . 2 9 . 4 9 . 5 9 . 9 1 0 . 3 1 0 . 6 1 1 . 1 1 1 . 5 14 . 2 1 3 . 1 1 2 . 1 1 1 . 2 1 0 . 5 9 . 9 9 . 5 9 . 2 9 . 0 8 . 9 8 . 8 8 . 8 8 . 9 8 . 9 8 . 7 8 . 8 9 . 0 9 . 4 9 . 8 1 0 . 1 1 0 . 2 11 . 8 1 1 . 1 1 0 . 3 9 . 7 9 . 3 8 . 9 8 . 7 8 . 6 8 . 5 8 . 4 8 . 4 8 . 5 8 . 5 8 . 4 8 . 5 8 . 6 8 . 9 9 . 3 9 . 4 10 . 2 9 . 7 9 . 2 8 . 8 8 . 6 8 . 4 8 . 3 8 . 2 8 . 1 8 . 2 8 . 2 8 . 2 8 . 1 8 . 3 8 . 5 8 . 7 8 . 7 9. 1 8 . 8 8 . 5 8 . 2 8 . 0 7 . 9 7 . 9 7 . 8 7 . 9 7 . 9 8 . 0 7 . 8 8 . 1 8 . 3 8 . 2 8. 5 8 . 3 8 . 0 7 . 8 7 . 8 7. 7 7. 6 7. 7 7. 8 7 . 9 7 . 8 7 . 9 7 . 8 8. 1 7 . 9 7 . 7 7 . 7 7 . 7 7 . 6 7 . 7 7 . 7 7 . 8 7 . 8 7 . 6 7. 7 7. 6 7. 5 7 . 5 7 . 4 7 . 5 7. 6 7. 7 7 . 4 7. 4 7 . 3 7 . 3 7 . 3 7 . 4 7 . 5 7 . 3 7. 1 7 . 2 7 . 2 7 . 2 7 . 1 7. 0 7 . 0 6 . 8 6. 5 LEVEL 01 VARIES LEVEL 1.5 VARIES SF R S SF R S SFRSSFRS SFRS SF R S SF R S SFRS SFRS SF R S SF R S SF R S SF R S SFRS S FRS SFRS S FRS SFRS SFRS SFRS SFRS Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min B1 - ENTRY RAMP_1_Top Illuminance Fc 35.04 61.9 0.0 N.A. N.A. B1 - EXIT RAMP_Top Illuminance Fc 19.29 48.8 0.1 192.90 488.00 B1_SLAB_Top Illuminance Fc 10.65 36.6 0.7 15.21 52.29 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts Mounting Height 27 TT-D8-740-U-WQ Single TT-D8-740-U-WQ D8W 1.000 17562 148.7 4014.9 14.833, 23 43 HPG14-www-xx-5W-CP-90L-40K8-D Single HPG14-www-xx-5W-CP-90L-40K8- DIM1-yyy-zzzz K90 0.850 11922 97 4171 16, 20, 23, 28, 30, 31, 34.333, 35, 37, 38 2 XTOR1B-W Single XTOR1B-W W1 0.850 1397 12.2 24.4 33 11 GLEON-SA1A-740-U-T4FT Single GLEON-SA1A-740-U-T4FT W2 0.850 4909 34 374 12, 14, 17.5, 25, 35 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 19 / 0 5 / 2 0 2 5 5 : 0 4 : 4 9   p .   m . LEVEL B1 - PHOTOMETRIC PLAN E2.01A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/16" = 1'-0" LEVEL B1 - PHOTOMETRIC PLAN1 NO. DATE REVISION 10/31/2024 50% DD 12/06/2024 100% DD 02/14/2025 50% CD 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 1 04/30/2025 Bulletin #1 2 05/19/2025 Bulletin #2 2 PP PP 'GDP' '1TE1' '1EH1' '1EL1' '1RP' '1L1' '1T1' '1H1' 'SEC' 'FACP' 'CO1' 'CO2''1EH2' 'EGDP' '1TLA' '1TLB' 'BMS 2''BMS 1' 1H1-1 (1RP-18) D6M 1EH1-17 D6ME 1H1-1 K40 1H1-1 K40 1EH1-5 X1 1EH1-5 X1 1H1-1 K40 1EH1-17 K40E 1EH1-17 K40E 1EH1-5 X1 1H1-1 K40 1H1-1 K40 1H1-2 ST1 1EH1-6 ST1 1H1-2 ST1 1EH1-6 ST1 1EH1-6 ST1 1EH1-12 ST1 1EH1-12 ST1 EM EM 1EH1-5 X1 EM EM EM 1EH1-19 RX7 3EH1-6 ST1 3EH1-6 ST1 WP WP L2 L2 EM EM 3EH1-6 ST1 3EH1-6 ST1 1EH1-17 K40E 1H1-1 K40 1EH1-17 K40E EMEM 1H1-3 (1RP-3) W1 1H1-3 (1RP-3) ±10' 1EH1-11 (1RP-4) W1 1EH1-11 (1RP-4) ±7' 1EH1-12 X1 1EH1-11 (1RP-4) W1 1EH1-11 (1RP-4) ±14' 1EH1-11 (1RP-4) W1 1EH1-11 (1RP-4) ±14' 1H1-3 (1RP-3) W1 1H1-3 (1RP-3) ±14' 1H1-3 (1RP-3) W2 1H1-3 (1RP-3) ±10' 1EH1-11 (1RP-4) W2 1EH1-11 (1RP-4) ±10' 1H1-3 (1RP-3) W2 1H1-3 (1RP-3) ±10' 1H1-3 (1RP-3) W1 1H1-3 (1RP-3) ±10' 1EH1-11 (1RP-4) W2 1EH1-11 (1RP-4) ±10' 1H1-3 (1RP-3) W1 1H1-3 (1RP-3) ±10' 1H1-3 (1RP-3) W2 1H1-3 (1RP-3) ±10' 1H1-3 (1RP-3) W2 1H1-3 (1RP-3) ±10' 1H1-3 (1RP-3) W2 1H1-3 (1RP-3) ±10' 1H1-1 K40 1H1-1 K40 1EH1-5 X1 1H1-1 K40 1H1-1 (1RP-18) D6M 1H1-1 (1RP-18) D6M 1EH1-11 (1RP-4) W1 1EH1-11 (1RP-4) ±14' 1EH1-11 (1RP-4) W1 1EH1-11 (1RP-4) ±7' EM EM UTILITY ROOM FIRE RISER ROOM ELECTRICAL ROOM EM EM EM EM EM EM EM G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L 1EH1-19 RX7 1EH1-19 RX7 EM EM 3EH1-6 RX7 EM 1H1-1 K40 L4 L1 BEP BEP EM EM X1 EM 1EH1-11 (1RP-4) W1 1EH1-11 (1RP-4) ±14' 1EH1-5 X1 EM EM EM E2.10 1 E2.10 2 E2.10 3 1EH1-8 ST1 1EH1-8 ST1 1EH1-8 ST1 L4 1EH1-12 RX7 1H1-1 RX7 1H1-3 W1 1H1-3 ±10' L1 WP 1EH1-4 BEP EM L1 1H1-11H1-1 1H1-1 1H1-1 L6 L6 L6 L6 EM L2 L9 1EH1-2 ST2 L8 1H1-1 (1RP-18) EM EM 1H1-15 1H1-15 1H1-15 1EH1-5 X1 1EH1-6 ST1 1H1-2 ST1 1EH1-6 ST1 1H1-2 ST1 4 4 EM EM LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 26 / 0 6 / 2 0 2 5 5 : 4 7 : 4 9 p . m . LEVEL 1 - PARKING LIGHTING PLAN E2.02 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 1 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER.WITH ELEVATOR INSTALLER L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER.WITH ELEVATOR INSTALLER L4 LIGHTING TYPE THROUGH PARKING GARAGE TO BE INSTALLED AS A PENDANT FIXTURE AND MOUNTED TO LEVEL WITH BOTTOM OF TRUSS. GENERAL CONTRACTOR TO COORDINATE WITH L6 EMERGENCY LIGHT FIXTURE. CONNECT TO NORMAL AND UNSWITCHED EMERGENCY CIRCUITS AS INDICATED VIA FIXTURE INTEGRATED EMERGENCY POWER CONTROL DEVICE. REFER TO DIAGRAM E0.01/S040. L8 ELEVATOR ENCLOSURE LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L9 ELEVATOR ENCLOSURE LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. NO. DATE REVISION 10/31/2024 50% DD 12/06/2024 100% DD 02/14/2025 50% CD 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 1 04/30/2025 Bulletin #1 4 06/25/2025 Bulletin #4 12. 1 1 3 . 9 1 5 . 4 1 5 . 5 1 4 . 3 1 2 . 1 15. 6 1 8 . 2 1 9 . 7 1 9 . 7 1 7 . 4 1 5 . 1 18. 7 2 2 . 6 2 4 . 9 2 4 . 2 2 0 . 8 1 7 . 6 21. 0 2 5 . 6 2 8 . 5 2 7 . 3 2 3 . 1 1 9 . 3 21. 5 2 5 . 8 2 8 . 4 2 7 . 5 2 3 . 5 1 9 . 8 20. 8 2 4 . 3 2 6 . 4 2 5 . 9 2 2 . 7 1 9 . 4 20. 6 2 3 . 7 2 5 . 4 2 5 . 0 2 2 . 5 1 9 . 3 21. 4 2 5 . 0 2 6 . 9 2 6 . 3 2 3 . 4 1 9 . 9 22. 5 2 6 . 9 2 9 . 4 2 8 . 4 2 4 . 7 2 0 . 8 22. 8 2 7 . 4 3 0 . 1 2 8 . 9 2 5 . 0 2 0 . 9 21. 6 2 5 . 5 2 7 . 8 2 7 . 0 2 3 . 7 1 9 . 9 20. 0 2 3 . 0 2 4 . 7 2 4 . 3 2 1 . 8 1 8 . 7 19. 3 2 2 . 0 2 3 . 5 2 3 . 3 2 1 . 0 1 8 . 2 19. 7 2 3 . 0 2 5 . 0 2 4 . 4 2 1 . 5 1 8 . 5 20. 5 2 4 . 8 2 7 . 3 2 6 . 4 2 2 . 5 1 8 . 9 20. 2 2 4 . 7 2 7 . 5 2 6 . 3 2 2 . 2 1 8 . 4 18. 0 2 1 . 7 2 3 . 9 2 3 . 2 1 9 . 8 1 6 . 6 14. 9 1 7 . 2 1 8 . 6 1 8 . 5 1 6 . 4 1 4 . 1 11. 9 1 3 . 4 1 4 . 2 1 4 . 3 1 3 . 3 1 1 . 8 9.6 1 0 . 7 1 1 . 2 1 1 . 5 1 1 . 2 1 0 . 1 14. 4 1 7 . 4 1 8 . 8 1 8 . 4 1 6 . 3 1 3 . 5 18. 0 2 1 . 9 2 4 . 0 2 3 . 2 1 9 . 9 1 6 . 3 20. 9 2 5 . 8 2 8 . 5 2 7 . 3 2 3 . 3 1 8 . 9 22. 4 2 7 . 7 3 0 . 3 2 9 . 0 2 4 . 7 2 0 . 0 22. 7 2 7 . 3 2 9 . 8 2 8 . 7 2 4 . 9 2 0 . 2 22. 5 2 7 . 1 2 9 . 5 2 8 . 4 2 4 . 6 2 0 . 2 22. 1 2 7 . 1 2 9 . 7 2 8 . 4 2 4 . 2 2 0 . 1 19. 9 2 4 . 6 2 8 . 1 2 6 . 9 2 2 . 9 1 9 . 1 17. 1 2 0 . 3 2 2 . 2 2 1 . 1 1 9 . 7 1 6 . 7 13. 6 1 4 . 4 1 5 . 5 1 5 . 0 1 3 . 3 1 3 . 5 23. 0 2 7 . 5 3 0 . 2 3 1 . 6 3 2 . 2 3 2 . 3 3 1 . 3 2 8 . 5 2 4 . 6 24. 7 3 0 . 3 3 4 . 0 3 5 . 3 3 5 . 8 3 6 . 3 3 5 . 3 3 1 . 7 2 6 . 6 24. 2 3 1 . 2 3 5 . 5 3 6 . 3 3 6 . 8 3 8 . 0 3 7 . 4 3 3 . 3 2 7 . 4 22. 0 2 9 . 9 3 3 . 1 3 4 . 3 3 5 . 3 3 6 . 9 3 7 . 0 3 3 . 4 2 7 . 6 23. 1 2 6 . 4 2 8 . 9 3 0 . 1 3 2 . 4 3 5 . 1 3 6 . 5 3 3 . 4 2 8 . 0 1. 8 3 . 4 7 . 2 7 . 8 5. 7 7. 8 9 . 8 3 . 6 0 . 0 0 . 1 2. 4 4. 7 12 . 5 1 3 . 8 6 . 5 1 3 . 1 1 8 . 3 0. 3 3. 0 4 . 1 4. 5 14 . 5 1 5 . 2 0. 6 3. 6 4 . 3 3 . 2 17 . 8 2 1 . 7 3. 2 5. 1 5 . 6 7 . 6 1 1 . 5 1 6 . 2 2 4 . 0 3 5 . 2 4 0 . 2 4 2 . 3 3 3 . 0 5. 9 6 . 9 9 . 9 1 2 . 4 1 7 . 1 2 8 . 0 4 3 . 6 4 7 . 0 4 9 . 0 4 0 . 2 6. 3 7 . 9 1 1 . 4 1 3 . 3 1 7 . 4 2 8 . 3 4 0 . 9 4 5 . 8 45 . 5 38 . 8 6. 1 6 . 9 9 . 4 1 1 . 6 1 6 . 1 2 7 . 0 4 2 . 5 44 . 7 46 . 9 3 9 . 8 5. 5 5. 9 7. 4 9. 4 1 3 . 3 2 1 . 0 3 0 . 3 3 2 . 9 3 3 . 8 3 0 . 2 4. 8 5. 5 6. 6 8 . 1 1 0 . 4 1 3 . 7 1 7 . 1 1 8 . 9 1 9 . 4 1 9 . 3 4. 6 5 . 3 5 . 8 6 . 9 8 . 2 9 . 3 1 0 . 4 1 1 . 3 1 1 . 8 1 3 . 5 4. 6 5. 5 6. 2 6 . 9 6 . 9 7 . 3 7 . 3 7 . 8 8 . 2 1 0 . 5 4. 7 6. 4 8 . 3 8 . 3 6 . 9 6 . 7 6 . 5 6 . 6 6 . 9 9 . 3 2. 1 2 . 8 3 . 4 4 . 3 5 . 1 6 . 9 9 . 5 8 . 8 7 . 0 6 . 6 6 . 6 6 . 2 6 . 5 9 . 1 2. 3 3 . 1 3 . 9 4 . 6 5 . 1 6 . 3 7. 7 7. 9 7 . 3 7 . 9 8 . 2 6 . 9 6 . 3 9 . 3 2. 9 3 . 5 4. 4 4. 8 6 . 1 6 . 1 6 . 8 7 . 0 7. 4 8. 7 9 . 5 7. 7 6. 5 9 . 4 3. 2 4. 5 6. 1 6 . 1 6 . 0 7 . 0 8 . 0 8 . 0 7 . 3 7. 7 8. 0 6 . 7 6 . 0 9 . 2 3. 8 6 . 1 8 . 5 7 . 9 6 . 8 8 . 0 9 . 9 8 . 9 6 . 7 6 . 2 5 . 9 5. 4 5. 6 8 . 5 3. 9 5 . 8 7 . 6 7. 5 6. 7 7 . 6 8 . 6 8 . 1 6 . 2 5. 5 4. 9 4 . 8 4 . 8 7. 7 3. 6 5 . 1 5 . 9 6 . 5 6 . 2 6 . 8 6 . 7 6 . 5 5 . 2 4. 7 4. 0 4 . 0 4 . 3 6 . 9 3. 7 4 . 8 5. 7 6. 0 6 . 3 6 . 2 6 . 3 5 . 9 4 . 9 4 . 1 3 . 5 3 . 4 3 . 6 5. 7 3. 6 5 . 2 7 . 1 6 . 8 6 . 0 6 . 5 7. 4 6. 4 4. 7 3. 8 3 . 0 2 . 7 2 . 6 3. 6 5 . 9 7 . 9 7 . 3 6 . 0 6 . 8 8 . 3 6 . 9 4 . 3 3 . 3 2 . 6 2 . 1 3. 0 4. 5 6. 1 5. 7 4. 9 5. 4 6. 3 5. 4 3. 8 2 . 8 2 . 1 0. 0 0 . 0 2 . 4 3 . 0 3 . 7 3 . 8 3 . 9 3 . 8 3 . 9 3 . 5 2 . 7 2 . 3 4. 6 2 . 7 1 . 7 1 . 3 1 . 1 1 . 0 2. 1 3 . 3 2 . 3 1 . 8 1 . 6 1 . 4 22 . 5 2 5 . 6 2 5 . 5 2 3 . 6 1 4 . 0 9 . 0 1 7 . 4 2 3 . 9 1 0 . 5 4 . 9 3 . 3 2 . 7 2 . 3 2 . 1 20 . 9 2 3 . 1 2 3 . 1 2 1 . 1 1 3 . 9 1 1 . 6 2 7 . 0 3 9 . 1 1 5 . 6 6 . 7 4 . 6 3 . 7 3 . 1 2 . 9 9. 9 9 . 6 9 . 2 8 . 6 7 . 9 1 0 . 9 2 8 . 4 4 1 . 4 1 7 . 2 7 . 9 5 . 8 4 . 8 4. 4 3. 8 6. 2 5 . 1 4 . 6 4. 7 5 . 4 8. 7 2 2 . 1 3 2 . 0 1 4 . 6 8 . 5 8 . 9 6 . 9 5 . 0 4 . 6 3. 7 3 . 5 3 . 3 3 . 4 4. 4 6. 0 1 1 . 0 1 4 . 1 9 . 5 8 . 9 1 1 . 3 8 . 8 5. 7 5. 0 4. 0 4 . 1 5 . 6 6 . 4 6 . 5 6 . 8 7 . 8 6 . 4 5 . 0 4. 7 4. 1 3 . 4 4 . 1 4. 7 5. 1 5. 5 5. 2 4 . 9 4 . 6 4 . 0 4. 9 3 . 7 4 . 0 4. 4 4. 8 4. 7 4. 6 4 . 2 3 . 7 3 . 4 7. 1 4. 5 4 . 4 4. 9 5 . 0 5 . 0 4. 7 3. 9 3 . 3 2 . 9 8. 4 5 . 2 4 . 8 5. 7 7 . 4 6. 2 4. 7 3. 9 3 . 1 2 . 6 7. 6 4 . 8 4 . 9 7 . 1 1 0 . 5 8 . 4 5 . 3 4 . 0 3 . 0 2 . 5 7. 1 4 . 3 4 . 9 5 . 8 7 . 8 6 . 6 4 . 8 3 . 9 3 . 1 2 . 5 8. 6 4 . 6 4 . 3 4. 7 5. 1 5 . 0 4 . 8 3 . 9 3 . 3 2 . 8 8. 5 4. 5 3. 8 4 . 0 4. 5 4. 6 4 . 6 4 . 2 3 . 6 3 . 2 6. 8 3 . 7 3 . 6 3 . 7 4 . 3 4 . 8 5 . 1 4. 7 4 . 5 3. 6 7. 0 3 . 6 3 . 2 3 . 4 4 . 3 5. 5 7 . 7 6. 4 4. 7 4. 3 7. 1 3 . 8 2 . 8 3 . 1 3 . 9 6 . 5 1 0 . 1 8 . 1 5 . 1 4. 5 5. 1 2 . 7 2 . 4 2 . 7 3 . 6 4 . 8 6 . 5 5. 5 4. 3 4 . 0 2. 9 1 . 7 1 . 9 2 . 2 2 . 8 3 . 5 3 . 7 3 . 7 3 . 6 3 . 1 1. 0 1 . 3 1 . 6 2 . 0 2 . 3 2 . 6 2 . 6 2 . 5 2 . 4 0. 9 1 . 1 1 . 4 1 . 6 1 . 8 1 . 8 1 . 7 1 . 7 0. 8 0 . 9 1 . 1 1 . 2 1 . 2 1 . 2 1 . 1 0. 6 0 . 7 0 . 8 0 . 8 0 . 8 0 . 8 0. 7 0 . 7 0 . 8 0 . 9 1 . 0 1. 1 1. 2 1 . 2 0 . 6 0 . 7 0 . 7 0 . 8 0 . 8 0 . 7 0 . 7 0 . 7 0 . 6 0 . 5 0 . 4 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 7 0 . 8 0 . 9 1 . 0 1. 1 1. 3 1. 4 1 . 4 0. 8 0 . 8 0 . 9 0 . 9 0 . 9 0 . 9 0 . 8 0 . 8 0 . 7 0 . 6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 8 0 . 9 1 . 0 1. 1 1. 2 1. 4 1. 6 1. 7 0. 9 1 . 0 1. 1 1 . 1 1 . 1 1 . 1 1. 0 0 . 9 0 . 8 0 . 7 0 . 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0. 9 1 . 0 1. 1 1. 2 1 . 3 1. 5 1. 8 1 . 9 1. 1 1. 2 1 . 3 1 . 3 1 . 3 1 . 3 1 . 2 1. 1 1. 0 0 . 8 0 . 7 0 . 6 0 . 4 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 1. 0 1. 1 1. 3 1 . 3 1. 4 1. 6 1 . 9 2 . 1 1 . 2 1. 4 1 . 5 1 . 5 1 . 5 1 . 5 1 . 4 1. 3 1. 1 0. 9 0 . 8 0 . 6 0 . 5 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 1. 1 1. 2 1 . 3 1. 4 1 . 5 1 . 7 2. 0 2 . 3 1 . 3 1. 5 1. 6 1. 7 1 . 7 1. 6 1. 5 1 . 4 1. 2 1 . 0 0 . 8 0 . 6 0 . 5 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 1. 1 1. 2 1. 4 1 . 5 1. 6 1. 7 2. 0 2 . 4 1 . 3 1. 5 1. 6 1. 7 1 . 7 1. 6 1. 5 1 . 4 1. 2 1 . 0 0 . 8 0 . 6 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 1. 1 1. 3 1. 4 1 . 4 1 . 4 1. 0 1 . 2 1. 4 1. 1 1. 3 1. 4 1. 2 1 . 2 1. 1 1. 2 1. 5 1. 2 1 . 3 1. 4 1 . 4 1 . 4 1 . 1 1. 3 1. 5 1. 2 1 . 3 1. 5 1 . 4 1 . 4 1. 2 1. 4 1 . 7 1. 2 1 . 3 1. 5 1 . 4 1 . 4 1. 2 1. 4 1 . 7 1. 3 1. 5 1 . 4 1 . 4 1 . 4 1. 3 1. 5 1 . 7 1. 3 1. 4 1. 6 1 . 6 1 . 6 1 . 6 1. 5 1 . 7 1. 3 1. 4 1 . 5 1. 6 1 . 6 1 . 6 1 . 8 1 . 6 1. 2 1. 4 1 . 5 1 . 5 1. 6 1 . 6 1 . 8 1 . 9 1. 2 1 . 3 1. 4 1 . 5 1. 6 1 . 6 1 . 8 1 . 8 0 . 9 0 . 9 1. 1 1. 3 1. 4 1 . 4 1 . 5 1. 6 1 . 8 1 . 8 0 . 9 0 . 9 1 . 0 1 . 2 1. 1 1. 2 1 . 3 1. 4 1 . 5 1. 6 1 . 8 1. 4 1. 0 0 . 9 1 . 0 1 . 2 1. 0 1. 1 1. 2 1 . 3 1. 4 1. 6 1. 7 1 . 4 1. 0 0 . 9 1 . 0 1 . 3 0. 9 1 . 0 1. 1 1. 2 1. 4 1 . 5 1. 6 1 . 3 1 . 0 0 . 9 1 . 0 1 . 3 0. 9 1 . 0 1. 1 1. 2 1 . 3 1. 4 1 . 5 1 . 1 1. 0 1 . 0 1 . 0 1 . 3 0. 8 0 . 9 1 . 0 1. 1 1. 3 1. 4 1 . 4 1 . 1 1. 0 0 . 9 1 . 0 1 . 3 0. 8 0 . 8 0 . 9 1 . 0 1 . 2 1 . 3 1 . 3 1 . 0 1 . 0 0 . 9 1 . 0 1 . 3 0. 7 0 . 8 0 . 9 1 . 0 1. 1 1. 2 1 . 3 1 . 0 0 . 9 0 . 9 1 . 0 1 . 2 0. 7 0 . 7 0 . 8 0 . 9 1 . 0 1. 1 1. 2 0 . 9 0 . 9 0 . 9 1 . 0 1 . 2 0. 6 0 . 7 0 . 8 0 . 8 0 . 9 1 . 0 1. 1 0. 9 0 . 9 0 . 9 0 . 9 1. 1 0. 6 0 . 6 0 . 7 0 . 8 0 . 8 0 . 9 1 . 0 0 . 8 0 . 8 0 . 8 0 . 9 1. 1 0. 5 0 . 6 0 . 6 0 . 7 0 . 8 0 . 8 0 . 9 0 . 8 0 . 8 0 . 8 0 . 9 1 . 0 0 . 0 0. 5 0 . 5 0 . 6 0 . 6 0 . 7 0 . 7 0 . 8 0 . 7 0 . 7 0 . 8 0 . 8 0 . 9 0 . 0 0 . 0 0. 4 0 . 5 0 . 5 0 . 6 0 . 6 0 . 7 0 . 7 0 . 7 0 . 7 0 . 7 0 . 8 0 . 8 0 . 0 0 . 0 0 . 0 0. 4 0 . 4 0 . 5 0 . 5 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 7 0 . 7 0 . 7 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 4 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 6 0 . 6 0 . 6 0 . 6 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 3 0 . 4 0 . 4 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 6 0 . 6 0 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 3 0 . 3 0 . 3 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 3 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 3 0 . 2 0 . 4 0 . 4 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 3 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0 . 3 0 . 4 0 . 3 0 . 5 0 . 4 0 . 7 0 . 6 0 . 6 0 . 6 0 . 6 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 2 0 . 3 0 . 3 0 . 6 0 . 9 0 . 8 0 . 7 0 . 7 0 . 7 0 . 7 0 . 6 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0 . 3 0 . 4 0 . 3 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 3 0 . 3 0 . 6 1. 1 1. 0 0 . 9 0 . 8 0 . 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 4 0 . 4 1. 4 1 . 4 1. 2 1. 1 1. 0 1 . 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 6 0 . 5 0 . 4 0 . 5 0 . 4 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 5 0 . 6 1 . 8 1. 7 1 . 5 1. 3 1 . 2 1 . 2 1. 1 1 . 1 1. 0 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 0 . 4 0. 7 0 . 7 2 . 3 2 . 1 1 . 8 1 . 6 1. 4 1. 6 1. 4 1. 2 1. 1 0. 9 0 . 8 0 . 7 0 . 6 0 . 5 0 . 5 0 . 5 0. 9 1 . 0 2 . 9 2 . 5 2 . 1 1 . 8 1 . 6 1 . 8 1 . 6 1. 4 1. 2 1 . 0 0 . 9 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 1. 2 1 . 2 3 . 4 3 . 0 2 . 5 2 . 1 1 . 8 2 . 0 1 . 8 1. 5 1. 3 1. 1 0. 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 1. 4 1 . 5 4. 0 3 . 4 2 . 8 2 . 4 2 . 0 2 . 2 1 . 9 1 . 6 1. 4 1. 2 1 . 0 0 . 8 0 . 7 0 . 6 0 . 6 0 . 6 1. 7 1 . 7 4. 6 3 . 8 3 . 2 2 . 6 2 . 2 2 . 4 2 . 1 1. 7 1 . 4 1. 2 1 . 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 2. 0 2 . 0 5 . 0 4. 1 3. 4 2 . 8 2 . 3 2 . 5 2 . 2 1 . 8 1. 5 1. 3 1. 1 0. 9 0 . 8 0 . 7 0 . 7 0 . 6 2. 2 2 . 2 5. 1 4. 3 3 . 6 2 . 9 2 . 4 2 . 6 2 . 3 1 . 9 1 . 6 1 . 3 1. 1 0. 9 0 . 8 0 . 7 0 . 7 0 . 6 2. 4 2 . 3 5. 1 4. 3 3 . 6 3 . 0 2 . 5 2 . 7 2 . 3 1 . 9 1 . 6 1 . 3 1. 1 1. 0 0 . 8 0 . 7 0 . 7 0 . 6 2. 4 2 . 3 4 . 9 4 . 2 3 . 5 3 . 0 2 . 5 2 . 7 2 . 3 2 . 0 1 . 6 1. 4 1 . 1 1. 0 0 . 8 0 . 7 0 . 7 0 . 6 2. 5 2 . 3 4. 5 3. 9 3 . 4 2 . 9 2 . 5 2 . 7 2 . 3 1 . 9 1 . 6 1. 4 1 . 1 1. 0 0 . 8 0 . 7 0 . 7 0 . 6 2. 4 2 . 2 4 . 0 3 . 6 3 . 2 2 . 8 2 . 4 2 . 6 2 . 3 1 . 9 1 . 6 1. 4 1 . 1 1. 0 0 . 8 0 . 8 0 . 7 0 . 6 2. 4 2 . 1 3 . 6 3 . 3 3 . 0 2 . 7 2 . 4 2 . 5 2 . 2 1 . 9 1 . 6 1 . 3 1. 1 1. 0 0 . 8 0 . 7 0 . 7 0 . 6 2. 3 2 . 0 3 . 2 3 . 0 2 . 8 2 . 5 2 . 2 2 . 4 2 . 1 1 . 8 1. 5 1. 3 1. 1 0. 9 0 . 8 0 . 7 0 . 7 0 . 6 2. 2 1 . 8 2 . 8 2 . 7 2 . 6 2 . 4 2 . 1 2 . 2 2 . 0 1. 7 1 . 5 1. 3 1. 1 0. 9 0 . 8 0 . 7 0 . 7 0 . 6 2. 1 1. 7 2. 5 2 . 4 2 . 4 2 . 2 2 . 0 2 . 1 1 . 9 1 . 6 1. 4 1. 2 1 . 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 2. 0 1 . 6 2 . 2 2 . 2 2 . 2 2 . 0 1 . 8 1 . 9 1 . 8 1 . 6 1 . 3 1 . 2 1 . 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 2. 0 1. 5 2. 0 2 . 0 2 . 0 1 . 9 1. 7 1. 8 1. 7 1 . 5 1. 3 1. 1 1. 0 0 . 8 0 . 8 0 . 7 0 . 7 0 . 6 1. 9 1. 5 1. 8 1 . 9 1 . 9 1 . 8 1 . 6 1. 7 1. 6 1. 4 1. 2 1. 1 0. 9 0 . 8 0 . 8 0 . 7 0 . 7 0 . 6 1. 8 1. 4 1 . 7 1 . 7 1 . 7 1 . 7 1 . 5 1. 6 1. 5 1. 3 1. 1 1. 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 6 1. 7 1 . 4 1. 6 1 . 6 1 . 6 1. 5 1 . 4 1 . 5 1 . 4 1. 2 1. 1 0. 9 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 6 1. 6 1. 4 1 . 5 1 . 5 1 . 5 1 . 4 1. 3 1 . 3 1 . 3 1. 1 1. 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 6 0 . 5 0. 0 1. 5 1. 3 1. 4 1. 3 1 . 3 1 . 3 1 . 2 1 . 2 1 . 2 1. 1 1. 0 0 . 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 0. 0 0 . 5 1. 4 1. 2 1 . 3 1 . 2 1 . 2 1 . 2 1. 1 1 . 1 1 . 1 1. 0 0 . 9 0 . 8 0 . 8 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 0. 0 0 . 3 0 . 4 1 . 2 1 . 2 1 . 2 1. 1 1 . 1 1 . 1 1. 0 1. 1 1 . 1 1. 0 0 . 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 0 . 5 0. 0 0 . 0 0 . 0 0 . 0 0. 0 0 . 2 0 . 2 0 . 3 1. 1 1 . 1 1 . 1 1. 0 1 . 0 1 . 0 0 . 9 1. 1 1. 0 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 5 1 . 0 1 . 0 1 . 0 0 . 9 0 . 9 0 . 9 0 . 9 1 . 0 0 . 9 0 . 8 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 5 0 . 9 0 . 9 0 . 9 0 . 8 0 . 8 0 . 9 0 . 8 0 . 9 0 . 8 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 0 . 7 0 . 8 0 . 8 0 . 7 0 . 8 0 . 7 0 . 7 0 . 8 0 . 7 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 4 0 . 6 0 . 7 0 . 7 0 . 7 0 . 7 0 . 6 0 . 6 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 2 0 . 4 0 . 5 0 . 6 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 0 . 6 0 . 6 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 W1 MH : 1 5 . 8 7 5 W1 MH : 1 5 . 8 7 5 W1 MH : 1 5 . 8 7 5 W2 MH : 1 5 . 8 7 5 W2 MH : 1 5 . 8 7 5 W2 MH : 1 5 . 8 7 5 W2 MH : 1 5 . 8 7 5 RX 7 MH : 8 . 8 RX 7 MH : 8 . 8 K4 0 MH : 1 3 . 9 5 8 K4 0 MH : 1 3 . 9 5 8 K4 0 MH : 1 3 . 9 5 8 ST 1 MH : 1 3 . 9 5 8 ST 1 MH : 1 3 . 9 5 8 RX 7 MH : 1 3 . 9 5 8 RX 7 MH : 1 3 . 9 5 8 RX 7 MH : 1 3 . 9 5 8 RX 7 MH : 1 3 . 9 5 8 RX 7 MH : 1 3 . 9 5 8 RX 7 MH : 1 3 . 9 5 8 RX 7 MH : 1 3 . 9 5 8 W1 MH : 1 7 . 0 1 3 W2 MH : 1 7 . 0 1 3 W2 MH : 1 7 . 0 1 3 W2 MH : 1 7 . 0 1 3 W1 MH : 1 7 . 0 1 3 W1 MH : 1 7 . 0 1 3 W1 MH : 1 7 . 0 1 3 W1 MH : 1 7 . 0 1 3 W2 MH : 1 7 . 0 1 3 W2 MH : 1 7 . 0 1 3 W2 MH : 1 7 . 0 1 3 K4 0 MH : 1 3 . 2 1 2 K4 0 MH : 1 0 . 0 6 9 K4 0 MH : 8 . 5 9 8 K4 0 MH : 9 . 5 K4 0 MH : 9 . 5 D6 M MH : 9 . 5 D6 M MH : 9 . 5 D6 M MH : 9 . 5 D6 M MH : 9 . 5 K4 0 MH : 9 . 5 K4 0 MH : 1 4 . 6 8 3 K4 0 MH : 1 7 . 1 6 7 ST 1 MH : 8 . 2 ST 1 MH : 8 . 2 ST 1 MH : 8 . 2 ST 1 MH : 8 . 2 ST 1 MH : 8 . 2 K4 0 MH : 9 . 5 K4 0 MH : 9 . 5 K4 0 MH : 9 . 5 K4 0 MH : 9 . 5 1.5 2.2 3.04.4 5.46.7 6.9 5.9 5.34.54.1 4.0 1.52.1 2.94.56.0 9.5 9.9 6.4 5.24.13.7 3.5 1.4 2.0 2.94.45.8 9.1 9.3 6.3 5.1 3.8 3.2 2.9 1.3 1.9 2.7 3.75.15.9 6.1 5.34.13.3 2.8 2.4 1.2 1.7 2.4 3.3 4.14.74.8 4.3 3.6 2.7 2.1 1.6 1.1 1.6 2.3 3.0 3.9 4.6 4.6 4.0 3.2 2.5 1.9 1.4 1.1 1.6 2.3 3.1 4.1 5.1 5.1 4.1 3.2 2.4 1.8 1.3 1.1 1.6 2.3 3.6 5.0 8.0 8.3 5.1 3.7 2.4 1.7 1.2 1.0 1.6 2.3 3.7 5.6 9.7 10.1 5.7 3.8 2.4 1.6 1.1 1.0 1.5 2.2 3.24.76.4 6.4 4.8 3.2 2.3 1.5 1.1 0.9 1.3 1.9 2.8 3.6 4.64.73.8 2.8 2.01.41.0 0.9 1.3 1.8 2.3 3.0 3.4 3.5 3.2 2.6 1.8 1.3 1.0 0.9 1.31.72.2 2.7 3.1 3.2 2.9 2.4 1.8 1.3 1.0 0.9 1.3 1.8 2.4 3.1 3.3 3.4 3.3 2.7 2.2 1.4 1.1 1.01.42.0 2.9 3.85.15.2 4.0 3.2 2.4 1.61.1 1.0 1.5 2.1 3.44.78.4 8.7 4.9 3.7 2.6 2.1 1.3 1.0 1.6 2.3 3.6 4.9 7.8 8.0 5.34.12.8 2.21.4 1.1 1.6 2.3 3.24.75.35.44.9 3.6 2.9 2.3 2.11. 9 1. 7 1 . 4 1. 2 1. 1 0. 9 0 . 9 0 . 9 0 . 8 0 . 8 0 . 7 0 . 6 2. 2 2 . 0 1. 7 1 . 5 1. 3 1. 1 1 . 1 1 . 1 1. 2 1 . 2 1. 1 0. 8 2. 6 2 . 4 2 . 2 2 . 0 1. 7 1 . 5 1 . 4 1 . 5 1. 6 1. 7 1. 6 1 . 3 3. 5 3 . 3 3 . 3 2 . 9 2 . 3 1 . 9 1. 7 2. 1 2 . 5 2 . 6 2 . 8 1 . 9 4. 2 5 . 0 4 . 9 3 . 6 2 . 8 2 . 2 2 . 2 2 . 4 3 . 5 4 . 8 3 . 9 2 . 9 4. 5 7. 9 8 . 4 4 . 6 3 . 2 2 . 3 2 . 4 2 . 8 5. 1 8. 6 5 . 9 2 . 8 4. 2 6 . 4 6 . 6 4. 1 2. 9 2 . 2 2 . 2 2 . 4 4. 1 6. 2 4 . 6 2 . 6 2. 9 3 . 5 3 . 4 2 . 9 2 . 1 1 . 8 1. 7 2. 1 2 . 4 3 . 1 2 . 5 2 . 1 2. 2 2 . 3 2 . 2 1 . 8 1. 5 1. 3 1 . 2 1 . 3 1. 7 1. 9 1 . 6 1 . 2 1. 4 1 . 4 1. 3 1. 1 1. 0 0 . 9 0 . 8 0 . 9 1 . 0 1 . 0 0 . 9 0 . 7 0. 9 0 . 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 5 0 . 4 0. 6 0 . 5 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 7 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 222.6 10 GLEON-SA1A-740-U-T4FT Single GLEON-SA1A-740-U-T4FT W2 0.850 4909 34 340 9 RXT-P-D-FF-07L40-4 Single RXT-P-D-FF-07L40-4 RX7 0.850 2869 30.932 278.388 8 XTOR1B-W Single XTOR1B-W W1 0.850 1397 12.2 97.6 4 TT-D6-740-U-MQ Single TT-D6-740-U-MQ D6M 0.850 13253 105.2 420.8 15 HPG14-www-xx-5W-CP-40L-40K8-D Single HPG14-www-xx-5W-CP-40L-40K8- DIM1-yyy-zzzz K40 0.850 6075 45 675 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min ELECTRICAL_1_Floor Illuminance Fc 20.99 30.1 9.6 2.19 3.14 ELECTRICAL_2_Floor Illuminance Fc 22.04 30.3 13.3 1.66 2.28 ELECTRICAL_Floor Illuminance Fc 31.44 38.0 22.0 1.43 1.73 Level 1 Ramp_Lower_Top Illuminance Fc 3.34 10.1 0.9 3.71 11.22 Level 1 Ramp_Upper_Top Illuminance Fc 2.13 8.6 0.2 10.65 43.00 Level 1_Lower Landing_Top Illuminance Fc 9.46 49.0 0.0 N.A. N.A. Level 1_Upper Landing_Top Illuminance Fc 6.12 41.4 0.6 10.20 69.00 Level B1_Top Illuminance Fc 0.74 2.4 0.0 N.A. N.A. Level B1b_Top Illuminance Fc 0.92 5.1 0.0 N.A. N.A. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts_1 Illuminance Fc 2.60 26.8 0.0 N.A. N.A. Landing _2_Top Illuminance Fc 15.98 18.8 12.5 1.28 1.50 Landing 1_Top Illuminance Fc 18.68 20.1 17.3 1.08 1.16 Stair Tread_2_Top_1 Illuminance Fc 17.15 17.5 16.8 1.02 1.04 Stair Tread_3_Top_1 Illuminance Fc 17.40 17.5 17.3 1.01 1.01 Stair Tread_4_1_Top_1 Illuminance Fc 18.80 19.0 18.6 1.01 1.02 Stair Tread_4_2_Top_1 Illuminance Fc 17.90 18.3 17.5 1.02 1.05 Stair Tread_4_3_Top_1 Illuminance Fc 14.80 15.8 13.8 1.07 1.14 Stair Tread_4_4_Top_1 Illuminance Fc 14.15 15.3 13.0 1.09 1.18 Stair Tread_4_5_Top_1 Illuminance Fc 13.75 15.0 12.5 1.10 1.20 Stair Tread_4_6_1_Top_1 Illuminance Fc 13.85 15.1 12.6 1.10 1.20 Stair Tread_4_6_2_Top_1 Illuminance Fc 15.85 16.7 15.0 1.06 1.11 Stair Tread_4_6_3_Top_1 Illuminance Fc 15.15 16.1 14.2 1.07 1.13 Stair Tread_4_6_4_Top_1 Illuminance Fc 15.20 16.3 14.1 1.08 1.16 Stair Tread_4_6_5_Top_1 Illuminance Fc 14.20 15.3 13.1 1.08 1.17 Stair Tread_4_6_6_Top_1 Illuminance Fc 13.50 14.5 12.5 1.08 1.16 Stair Tread_4_6_7_Top_1 Illuminance Fc 13.00 13.8 12.2 1.07 1.13 Stair Tread_4_6_8_Top_1 Illuminance Fc 13.60 14.5 12.7 1.07 1.14 Stair Tread_4_6_Top_1 Illuminance Fc 16.25 17.2 15.3 1.06 1.12 Stair Tread_4_Top_1 Illuminance Fc 16.85 17.0 16.7 1.01 1.02 Stair Tread_Top_1 Illuminance Fc 16.10 16.7 15.5 1.04 1.08 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 7 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 216.524 3 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 95.4 12.2 19.6 17.3 14.9 18.8 21.1 21.6 18.9 12.2 16.1 26.1 21.4 15.8 17.4 18.5 18.6 17.1 11.3 16.5 26.8 21.3 15.1 14.9 14.6 13.1 21.1 17.5 14.1 7.6 11.5 10.6 9.6 12.5 15.4 17.2 16.4 14.6 15.0 17.6 18.8 17.7 15.7 13.4 16.7 17.0 15.7 17.3 18.5 18.6 20.1 19.3 17.9 19.1 18.6 16.8 17.5 17.3 17.5 18.6 19.0 17.5 18.3 13.8 15.8 13.0 15.3 12.5 15.0 12.6 15.1 16.7 15.0 16.1 14.2 16.3 14.1 15.3 13.1 14.5 12.5 13.8 12.2 14.5 12.7 17.2 15.3 16.7 17.0 15.5 16.7 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.4 G.7.5 G.H G.I G.J G.K G.L G.C G.B G.Q LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 2 8   p .   m . LEVEL 1 - PHOTOMETRIC PLAN E2.02A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE =1 : 150 LEVEL 1 - PHOTOMETRIC PLAN1 SCALE = 1/4" = 1'-0" LEVEL1 STAIR ENLARGED PHOTOMETRIC PLAN2 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set PP 1H1-1 K40 1EH1-5 X1 1EH1-17 K40E 1H1-1 ST1 1EH1-12 ST1 1EH1-12 ST1 EM EM 1EH1-5 X1 1EH1-5 X1 1H1-1 K40 1EH1-5 X1 1EH1-17 K40E 1H1-1 K40 1EH1-17 K40E 1H1-1 (1RP-2) K40 1EH1-5 X1 EM 3EH1-6 ST1 3EH1-6 ST1 3EH1-6 X1 EM 1EH1-12 X1 1EH1-3 (1RP-7) S1 1H1-13 (1RP-6) S1 1EH1-3 (1RP-7) S1 1H1-1 K40 1H1-1 K40 1EH1-17 K40E 1H1-1 (1RP-2) K40 1H1-1 K40 1EH1-12 X1 FIRE PUMP ROOM EM EM EM EM EM EM G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L 1H1-13 (1RP-6) S1 EM 1EH1-3 (1RP-7) S1 EM EM EM 1EH1-16 RX7 1EH1-16 RX7 1EH1-16 RX7 3EH1-6 RX7 3EH1-6 RX7 EM EM EM 1EH1-1 W1 L4 WP WP L2 L2 L2BEP BEP EM EM L1 1EH1-5 X1 1H1-1 RX7 1H1-1 RX7 1H1-1 RX7 1H1-13 (1RP-6) S1 1H1-1 1H1-1 1H1-1 1H1-1 L6L6 L6 L6 1H1-12 1H1-12 1H1-12 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 3 0   p .   m . LEVEL 2 - PARKING LIGHTING PLAN E2.03 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 2 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L4 LIGHTING TYPE THROUGH PARKING GARAGE TO BE INSTALLED AS A PENDANT FIXTURE AND MOUNTED TO LEVEL WITH BOTTOM OF TRUSS. GENERAL CONTRACTOR TO COORDINATE WITH L6 EMERGENCY LIGHT FIXTURE. CONNECT TO NORMAL AND UNSWITCHED EMERGENCY CIRCUITS AS INDICATED VIA FIXTURE INTEGRATED EMERGENCY POWER CONTROL DEVICE. REFER TO DIAGRAM E0.01/S040. NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set S1 MH : 2 7 . 8 3 2 ST 1 MH : 2 2 S1 MH : 2 6 . 4 8 5 S1 MH : 2 5 . 3 4 S1 MH : 2 4 . 8 8 5 S1 MH : 2 4 . 6 1 1 S1 MH : 2 3 . 7 4 21 . 8 2 2 . 4 2 0 . 5 24 .7 2 5 . 3 2 3 . 4 25 . 8 2 6 . 4 2 4 . 6 25 . 7 2 6 . 5 2 4 . 6 2. 8 6 . 7 9 . 6 7 . 2 9 . 8 6 . 6 2 . 0 0 . 0 0 . 6 1 . 0 3. 9 1 1 . 4 1 8 . 2 1 1 . 2 1 8 . 5 1 2 . 5 2 3 . 4 2 0 . 6 2 . 0 1 . 4 3. 7 7. 4 8. 9 0 . 0 0 . 0 4 . 3 1 2 . 8 9 . 3 3 . 6 1 . 9 3. 3 4 . 3 3 . 6 0 . 0 0 . 0 5. 4 16 . 7 1 3 . 2 4. 5 2. 3 3. 3 3 . 6 4 . 1 4. 4 5. 1 6 . 3 8 . 9 7 . 1 3 . 7 2 . 2 3. 6 3 . 7 4 . 3 5. 4 7 . 7 7. 0 5. 5 4. 3 2 . 8 1 . 7 3. 7 3 . 8 4. 4 6. 6 1 0 . 1 8 . 1 5 . 1 3 . 6 2 . 4 1 . 5 3. 6 3 . 6 4. 4 5 . 4 6. 9 5 . 9 4 . 2 3 . 2 2 . 2 1 . 4 3. 2 3 . 5 4 . 0 4 . 6 4. 7 4 . 4 4. 0 2 . 8 2 . 1 1 . 4 3. 0 3 . 3 3 . 7 4 . 2 4 . 6 4 . 2 3 . 5 2 . 8 2 . 0 1 . 4 2. 8 3 . 1 3 . 8 4. 5 4 . 7 4 . 4 4. 0 2 . 8 2 . 0 1 . 4 2. 7 3 . 1 4 . 1 5 . 3 6 . 9 5 . 9 4 . 1 3 . 1 2 . 1 1 . 4 2. 6 3 . 2 4 . 0 6 . 3 1 0 . 0 7 . 9 4. 7 3. 3 2 . 1 1 . 4 2. 7 3 . 1 4 . 1 5 . 3 7. 5 6. 4 4 . 3 3 . 2 2 . 1 1 . 4 2. 7 3 . 1 3 . 9 4. 5 5. 1 4 . 6 4 . 1 2 . 8 2 . 0 1 . 4 3. 0 3 . 3 3 . 7 4 . 3 4 . 9 4. 5 3. 6 2 . 8 2 . 0 1 . 3 3. 3 3 . 3 4 . 0 4. 4 5. 2 4 . 6 4 . 0 2 . 7 2 . 0 1 . 3 3. 6 3 . 4 4 . 1 5 . 2 7 . 6 6 . 3 4 . 1 3 . 0 1 . 9 1 . 3 3. 5 3 . 4 3 . 9 5 . 9 9 . 5 7. 4 4. 3 2 . 9 1 . 8 1 . 2 3. 2 3 . 0 3 . 6 4. 5 5. 8 4 . 8 3 . 3 2 . 5 1 . 6 1 . 0 2. 6 2 . 5 2 . 8 3 . 3 3 . 2 3 . 0 2 . 8 1 . 8 1 . 3 0 . 9 1. 9 1 . 9 2 . 0 2 . 1 2 . 3 2 . 1 1 . 8 1 . 4 1 . 0 1. 3 1 . 4 1 . 4 1 . 5 1 . 5 1 . 4 1 . 2 0 . 9 0. 9 0 . 9 1 . 0 1 . 0 1 . 0 0 . 9 0 . 8 0. 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 10 . 0 6 . 0 4 . 0 3 . 4 3 . 5 3 . 1 13 . 6 6 . 4 4 . 0 3 . 1 2 . 7 2 . 4 15 . 7 7 . 1 4. 4 3. 3 2 . 9 2 . 7 14 . 7 7 . 1 4. 8 3 . 9 3 . 5 3 . 3 11 . 6 7. 1 5. 4 4 . 4 4 . 4 4. 6 9. 0 7 . 3 5 . 8 5 . 3 5 . 2 6 . 0 5. 1 6. 1 7. 1 7. 7 9. 8 9 . 3 6 . 4 5. 5 5 . 4 7. 3 3. 4 4 . 2 5 . 2 6 . 3 9 . 0 8 . 9 6 . 2 5. 4 5 . 4 6. 1 2. 6 3 . 3 4. 4 5. 1 6. 1 6 . 1 5 . 3 5 . 0 4 . 6 4 . 8 2. 2 2 . 9 3 . 6 4 . 6 5 . 0 5. 1 4. 9 4 . 3 4 . 0 3 . 7 2. 0 2 . 7 3 . 4 4. 5 4. 8 4 . 9 4 . 8 4 . 0 3 . 6 3 . 2 1. 9 2 . 6 3 . 8 4 . 6 5. 7 5. 8 4 . 9 4 . 3 3 . 3 2 . 8 1. 8 2 . 5 3 . 7 5. 1 8. 3 8 . 4 5. 4 4. 2 3 . 3 2 . 7 1. 8 2 . 5 3 . 7 5. 1 8. 0 8 . 1 5. 4 4. 3 3 . 3 2 . 7 1. 7 2. 5 3 . 6 4. 4 5. 6 5. 7 4. 9 4. 4 3. 5 3 . 0 1. 7 2. 4 3 . 3 4. 4 5. 3 5. 5 4. 9 4 . 3 3 . 9 3 . 6 1. 6 2 . 3 3 . 4 4 . 3 5 . 2 5. 5 5. 0 4 . 6 4. 5 4. 2 1. 6 2 . 3 3 . 5 4 . 8 7. 1 7. 4 5 . 7 5. 0 4. 7 5. 3 1. 4 2. 1 3 . 2 4 . 6 8 . 5 8 . 8 5. 5 4. 8 4. 7 6. 4 1. 3 1 . 9 2 . 9 4 . 0 5. 7 5. 9 4 . 9 4. 4 4. 3 4 . 8 1. 1 1 . 5 2. 2 3 . 0 3 . 3 3 . 6 3 . 7 3 . 4 3 . 4 3 . 5 1. 2 1 . 6 2 . 0 2 . 4 2 . 6 2 . 5 2 . 5 2 . 5 2 . 4 1. 1 1 . 4 1. 6 1. 7 1. 8 1 . 8 1. 7 1 . 7 0. 9 1. 1 1. 2 1 . 2 1 . 2 1 . 2 1. 1 0. 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 8 14 . 9 2 1 . 3 2 1 . 4 1 8 . 6 1 0 . 0 6 . 0 4 . 0 3 . 4 3 . 5 3 . 1 29 . 2 41 . 5 39 . 4 3 3 . 5 1 3 . 6 6 . 4 4 . 0 3 . 1 2 . 7 2 . 4 10 . 0 1 8 . 1 2 1 . 1 2 2 . 0 2 4 . 9 3 7 . 0 5 0 . 2 4 7 . 0 3 9 . 8 15 . 7 7 . 1 4. 4 3. 3 2 . 9 2 . 7 11 . 7 22 . 0 2 5 . 4 2 6 . 0 2 7 . 4 3 4 . 3 45 . 1 42 . 2 3 6 . 0 14 . 7 7 . 1 4. 8 3 . 9 3 . 5 3 . 3 5. 5 9. 1 1 1 . 0 1 2 . 2 1 4 . 0 2 0 . 2 2 6 . 2 2 5 . 4 2 2 . 0 1 1 . 6 7. 1 5. 4 4 . 4 4 . 4 4. 6 2. 5 3 . 7 4. 7 5 . 7 7. 0 9 . 3 11 . 4 12 . 0 1 1 . 0 9 . 0 7 . 3 5 . 8 5 . 3 5 . 2 6 . 0 1. 3 1 . 9 2 . 5 3 . 1 4 . 0 5. 1 6. 1 7. 1 7. 7 9. 8 9 . 3 6 . 4 5. 5 5 . 4 7. 3 3. 4 4 . 2 5 . 2 6 . 3 9 . 0 8 . 9 6 . 2 5. 4 5 . 4 6. 1 2. 6 3 . 3 4. 4 5. 1 6. 1 6 . 1 5 . 3 5 . 0 4 . 6 4 . 8 2. 2 2 . 9 3 . 6 4 . 6 5 . 0 5. 1 4. 9 4 . 3 4 . 0 3 . 7 2. 0 2 . 7 3 . 4 4. 5 4. 8 4 . 9 4 . 8 4 . 0 3 . 6 3 . 2 1. 9 2 . 6 3 . 8 4 . 6 5. 7 5. 8 4 . 9 4 . 3 3 . 3 2 . 8 1. 8 2 . 5 3 . 7 5. 1 8. 3 8 . 4 5. 4 4. 2 3 . 3 2 . 7 1. 8 2 . 5 3 . 7 5. 1 8. 0 8 . 1 5. 4 4. 3 3 . 3 2 . 7 1. 7 2. 5 3 . 6 4. 4 5. 6 5. 7 4. 9 4. 4 3. 5 3 . 0 1. 7 2. 4 3 . 3 4. 4 5. 3 5. 5 4. 9 4 . 3 3 . 9 3 . 6 1. 6 2 . 3 3 . 4 4 . 3 5 . 2 5. 5 5. 0 4 . 6 4. 5 4. 2 1. 6 2 . 3 3 . 5 4 . 8 7. 1 7. 4 5 . 7 5. 0 4. 7 5. 3 1. 4 2. 1 3 . 2 4 . 6 8 . 5 8 . 8 5. 5 4. 8 4. 7 6. 4 1. 3 1 . 9 2 . 9 4 . 0 5. 7 5. 9 4 . 9 4. 4 4. 3 4 . 8 1. 1 1 . 5 2. 2 3 . 0 3 . 3 3 . 6 3 . 7 3 . 4 3 . 4 3 . 5 1. 2 1 . 6 2 . 0 2 . 4 2 . 6 2 . 5 2 . 5 2 . 5 2 . 4 1. 1 1 . 4 1. 6 1. 7 1. 8 1 . 8 1. 7 1 . 7 0. 9 1. 1 1. 2 1 . 2 1 . 2 1 . 2 1. 1 0. 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 8 6. 2 5 . 0 5. 4 4. 1 5. 9 6 . 6 10 . 6 1 0 . 2 K4 0 MH : 2 0 . 1 2 4 K4 0 MH : 2 0 . 1 2 4 K4 0 MH : 2 0 . 1 2 4 K4 0 MH : 2 6 . 3 7 4 K4 0 MH : 2 6 . 3 7 4 K4 0 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 K4 0 MH : 9 . 3 8 K4 0 MH : 1 1 . 7 8 7 K4 0 MH : 1 4 . 1 5 K4 0 MH : 1 4 . 2 7 1 K4 0 MH : 1 6 . 6 0 5 K4 0 MH : 1 8 . 9 6 5 K4 0 MH : 2 0 . 7 7 K4 0 MH : 2 3 . 1 8 7 K4 0 MH : 2 5 . 5 6 4 K4 0 MH : 2 6 . 1 0 7 K4 0 MH : 2 7 . 9 3 RX 7 MH : 2 0 . 1 2 4 RX 7 MH : 2 0 . 1 2 4 RX 7 MH : 2 0 . 2 1 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 RX 7 MH : 2 6 . 3 7 4 1.8 2.2 2.6 3.0 3.6 3.8 3.9 3.7 3.2 2.7 2.5 2.3 1.3 1.8 2.3 3.3 4.15.4 5.7 4.43.5 2.7 2.3 2.0 1.1 1.72.3 3.5 4.8 8.4 9.1 5.0 3.7 2.6 2.1 1.8 1.11.6 2.3 3.44.77.37.75.13.9 2.6 2.01.7 1.01.42.1 2.9 4.3 4.64.7 4.43.1 2.4 1.81.5 0.9 1.3 1.9 2.6 3.2 3.7 3.8 3.4 2.8 2.1 1.61.4 0.9 1.3 1.8 2.3 2.9 3.3 3.4 3.0 2.5 2.0 1.6 1.3 0.9 1.3 1.8 2.4 3.2 3.4 3.4 3.3 2.5 2.0 1.5 1.2 0.91.41.9 2.8 3.54.44.6 3.8 3.0 2.1 1.6 1.2 1.01.52.1 3.34.57.6 8.1 4.8 3.3 2.2 1.6 1.2 1.01.52.2 3.5 4.8 8.0 8.35.13.8 2.3 1.6 1.2 1.01.52.1 3.0 4.2 5.35.54.3 3.3 2.3 1.6 1.2 1.0 1.4 2.0 2.7 3.4 4.1 4.2 3.6 3.0 2.4 1.5 1.2 1.1 1.4 1.9 2.5 3.1 3.5 3.5 3.2 2.8 2.3 1.6 1.2 1.3 1.6 2.0 2.5 3.3 3.6 3.6 3.5 2.8 2.4 2.0 1.2 1.6 1.8 2.2 2.9 3.64.5 4.53.8 3.3 2.5 2.1 1.3 2.2 2.1 2.5 3.6 4.87.57.8 5.0 3.8 2.8 2.4 2.0 2.5 2.3 2.7 4.05.48.7 9.3 5.6 4.3 3.1 2.6 2.3 0.7 1.1 1.6 2.5 3.6 6.3 8.5 5.3 3.0 2.2 1.7 1.3 0.7 1.1 1.7 2.6 3.6 6.5 8.4 5.3 3.4 2.3 1.8 1.4 0.8 1.1 1.7 2.4 3.7 4.5 5.3 4.1 3.3 2.3 1.7 1.4 0.8 1.1 1.6 2.3 3.0 3.6 3.9 3.5 2.9 2.2 1.6 1.3 0.8 1.1 1.5 2.1 2.7 3.0 3.2 3.0 2.5 2.0 1.6 1.3 0.8 1.1 1.5 2.1 2.8 3.4 3.3 3.2 2.6 2.0 1.6 1.3 0.8 1.2 1.7 2.3 3.2 4.1 4.1 3.7 3.1 2.2 1.7 1.3 0.8 1.2 1.8 2.7 3.8 6.2 7.8 5.1 3.2 2.4 1.8 1.3 0.8 1.2 1.9 2.9 4.1 7.3 9.9 5.9 3.4 2.5 1.8 1.3 0.8 1.2 1.8 2.6 4.0 5.3 5.7 4.9 3.6 2.4 1.8 1.3 0.8 1.2 1.7 2.4 3.2 4.2 4.6 4.1 3.0 2.3 1.7 1.2 0.8 1.1 1.6 2.2 2.8 3.4 3.5 3.4 2.9 2.1 1.6 1.2 0.8 1.1 1.6 2.1 2.8 3.4 3.5 3.4 2.8 2.1 1.6 1.2 0.8 1.1 1.6 2.2 3.1 3.8 4.2 3.7 3.3 2.5 1.7 1.3 0.8 1.2 1.8 2.7 3.6 5.7 7.1 4.9 3.5 2.8 1.9 1.4 0.8 1.2 1.8 2.9 4.2 7.6 10.0 6.4 3.7 2.9 2.4 1.5 0.8 1.2 1.8 2.6 3.8 5.4 6.7 5.3 4.1 2.9 2.4 1.6 0.7 1.1 1.6 2.4 3.3 4.4 4.6 4.5 3.4 2.8 2.4 2.2 S1 WP WP 1H1-1 EM EM 1EH1-9 (1RP-7) EM EM EM EM EM EM Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 6 SMD6R12940WH Single SMD6R12940WH S1 0.850 1224 15.3 91.8 1 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 31.8 14 RXT-P-D-FF-07L40-4 Single RXT-P-D-FF-07L40-4 RX7 0.850 2869 30.932 433.048 17 HPG14-www-xx-5W-CP-40L-40K8-D Single HPG14-www-xx-5W-CP-40L-40K8- DIM1-yyy-zzzz K40 0.850 6075 45 765 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Elec_Level 2_Floor Illuminance Fc 24.31 26.5 20.5 1.19 1.29 Level 2_Lower Landing to 3_1_Top Illuminance Fc 4.03 23.4 0.0 N.A. N.A. Level 2_Slope to 3_1_Top Illuminance Fc 3.02 9.3 0.9 3.36 10.33 Level 2_Slope to 3_Top Illuminance Fc 2.78 10.0 0.7 3.97 14.29 Level 2_Upper Landing to 3_1_Top Illuminance Fc 7.22 50.2 0.7 10.31 71.71 Ped_Bridge_1_Top_1 Illuminance Fc 5.18 6.2 4.1 1.26 1.51 Ped_Bridge_slope down_to building_Top_1 Illuminance Fc 4.04 5.7 2.7 1.50 2.11 Ped_Bridge_slope down_Top_1 Illuminance Fc 5.39 7.9 3.8 1.42 2.08 Ped_Bridge_Top_1 Illuminance Fc 8.33 10.6 5.9 1.41 1.80 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 14 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 433.048 4 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 127.2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landing _2_1_Top Illuminance Fc 18.95 20.1 17.8 1.06 1.13 Level_2_Top Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2_Top_1 Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2a_Top Illuminance Fc 17.35 21.8 12.4 1.40 1.76 Level_2b_1_Top Illuminance Fc 15.83 34.8 2.3 6.88 15.13 Stair Tread_4_1_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_2_1_Top_1 Illuminance Fc 20.00 20.0 20.0 1.00 1.00 Stair Tread_4_3_1_Top_1 Illuminance Fc 18.60 18.6 18.6 1.00 1.00 Stair Tread_4_4_1_Top_1 Illuminance Fc 20.70 20.7 20.7 1.00 1.00 Stair Tread_4_5_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_6_1_1_Top_1 Illuminance Fc 19.10 19.1 19.1 1.00 1.00 Stair Tread_4_6_2_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_3_1_Top_1 Illuminance Fc 19.80 19.8 19.8 1.00 1.00 Stair Tread_4_6_4_1_Top_1 Illuminance Fc 18.90 18.9 18.9 1.00 1.00 Stair Tread_4_6_5_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_6_1_Top_1 Illuminance Fc 19.60 19.6 19.6 1.00 1.00 Stair Tread_4_6_7_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_8_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_9_Top_1 Illuminance Fc 20.90 20.9 20.9 1.00 1.00 Stair Tread_4_7_Top_1 Illuminance Fc 17.70 17.7 17.7 1.00 1.00 20.1 17.8 17.2 18.8 22.7 24.0 22.8 26.8 21.5 26.0 20.0 22.7 17.2 18.8 22.7 24.0 22.8 26.8 21.5 26.0 20.0 22.7 14.8 21.8 19.8 12.4 17.5 17.8 11.5 14.7 15.8 17.0 9.9 2.3 13.6 19.5 20.8 17.6 10.4 4.1 21.1 32.9 34.8 28.0 13.2 4.8 13.9 20.9 22.3 17.9 9.2 3.7 20.2 20.0 18.6 20.7 20.2 19.1 20.5 19.8 18.9 20.5 19.6 18.5 18.5 20.9 17.7 WP WP G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 3 1   p .   m . LEVEL 2 - PHOTOMETRIC PLAN E2.03A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 2 - PHOTOMETRIC PLAN1 SCALE = 1/4" = 1'-0" LEVEL 2-6 STAIR ENLARGED PHOTOMETRIC PLAN2 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set PP 'SEC' '3L1' '3EL1' '3EH1' '3TE1' '3T1' '3H1' 'NAC' '3TLA' '3TLB' EMEM 3EH1-3 ST1 3EH1-3 ST1 3H1-3 ST1 3EH1-2 X1 3EH1-2 X1 3EH1-2 X1 3EH1-2 X1 3EH1-2 X1 3EH1-9 ST1 3EH1-9 X1 EM EM EM 3EH1-9 ST1 3EH1-9 ST1 EM 3EH1-9 RX7 3EH1-3 X1 1H1-1 K40 3EH1-4 K40E 3H1-3 K40 3EH1-4 K40E 3H1-3 K40 3H1-3 K40 3H1-3 K40 3H1-3 K40 3EH1-4 K40E 3H1-3 K40 3H1-3 K40 3EH1-3 X1 FIRE PUMP ROOM EM EM EM G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L EM EM EM 3EH1-7 RX7 3EH1-7 RX7 3EH1-7 RX7 EM 3EH1-4 K40E L4 WP WP L2 L2 BEP BEP EM EM L1 L2EM 3EH1-6 ST1 3EH1-9 RX7 EM 3EH1-2 X1 3H1-3 RX7 3H1-3 3H1-3 3H1-3 3H1-3 L6 L6 L6 L6 3H1-1 3H1-1 3H1-1 1 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 WALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 4/ 2 9 / 2 0 2 5 8 : 5 6 : 3 9 P M LEVEL 3 - PARKING LIGHTING PLAN E2.04 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 3 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER.WITH ELEVATOR INSTALLER L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER.WITH ELEVATOR INSTALLER L4 LIGHTING TYPE THROUGH PARKING GARAGE TO BE INSTALLED AS A PENDANT FIXTURE AND MOUNTED TO LEVEL WITH BOTTOM OF TRUSS. GENERAL CONTRACTOR TO COORDINATE WITH L6 EMERGENCY LIGHT FIXTURE. CONNECT TO NORMAL AND UNSWITCHED EMERGENCY CIRCUITS AS INDICATED VIA FIXTURE INTEGRATED EMERGENCY POWER CONTROL DEVICE. REFER TO DIAGRAM E0.01/S040. NO. DATE REVISION 10/31/2024 50% DD 12/06/2024 100% DD 02/14/2025 50% CD 03/07/2025 Phase 1 Permit Set 03/21/2025 Bid Set 04/07/2025 Phase 2 Permit Set 1 04/30/2025 Bulletin #1 0. 9 0 . 9 0 . 9 1 . 0 1. 1 1. 0 0 . 2 0 . 0 0 . 4 1 . 0 1. 3 1 . 3 1. 4 1 . 5 1. 9 2 . 6 5 . 0 4. 7 1. 9 1. 4 1. 7 1 . 7 1. 9 2 . 2 2 . 8 5 . 3 1 1 . 3 8 . 8 3 . 4 1 . 9 2. 3 2 . 3 2 . 5 3 . 0 4 . 0 6 . 9 1 5 . 3 1 1 . 6 4. 1 2. 2 2. 8 2 . 8 3 . 4 3 . 7 4 . 8 5 . 8 8 . 1 6 . 4 3 . 3 2 . 1 3. 3 3 . 3 3 . 8 4 . 9 7 . 3 6 . 5 5. 1 4 . 1 2. 6 1 . 6 3. 5 3 . 5 4. 1 6. 1 9 . 3 7. 5 4 . 7 3. 4 2 . 3 1. 5 3. 4 3 . 5 4. 1 5 . 1 6. 6 5. 7 4 . 1 3. 2 2 . 1 1. 4 3. 1 3 . 3 3 . 9 4. 4 4. 6 4 . 3 3 . 9 2 . 8 2 . 0 1. 4 2. 9 3 . 2 3 . 6 4. 1 4 . 5 4. 2 3 . 4 2 . 8 2 . 0 1. 4 2. 6 3 . 0 3 . 7 4 . 3 4 . 6 4 . 2 3 . 8 2 . 7 2 . 0 1. 4 2. 4 2 . 9 3 . 8 5 . 0 6 . 6 5. 7 4. 0 3 . 1 2 . 1 1. 4 2. 3 3 . 0 3 . 8 6 . 1 9 . 3 7. 4 4 . 5 3. 2 2 . 1 1. 4 2. 2 2 . 8 3 . 7 4 . 9 7 . 2 6 . 1 4 . 2 3 . 2 2 . 1 1. 4 2. 0 2 . 6 3 . 6 4. 1 4. 8 4. 4 3. 8 2 . 8 2 . 0 1 . 3 1. 9 2 . 5 3 . 2 4 . 0 4. 7 4 . 4 3. 5 2 . 7 2 . 0 1 . 3 1. 8 2 . 4 3 . 4 4 . 0 4 . 8 4. 4 3. 7 2 . 7 1 . 9 1 . 3 1. 7 2. 4 3 . 3 4 . 6 6 . 9 5 . 9 3 . 9 2 . 9 1 . 9 1 . 2 1. 6 2 . 3 3 . 1 5. 4 8. 6 6 . 8 4 . 0 2 . 7 1. 7 1. 2 1. 4 1. 9 2 . 8 3 . 9 5 . 3 4. 5 3. 2 2 . 4 1 . 6 1 . 0 1. 2 1 . 6 2 . 2 2 . 7 3 . 0 2 . 8 2 . 6 1. 7 1. 3 0 . 8 0. 9 1 . 2 1 . 6 1 . 8 2 . 1 2 . 0 1 . 6 1 . 3 0 . 9 0. 7 0 . 9 1. 1 1. 3 1 . 3 1 . 3 1. 1 0. 9 0. 5 0 . 6 0 . 7 0 . 8 0 . 9 0 . 8 0 . 7 0. 3 0 . 4 0 . 5 0 . 5 0 . 5 0 . 5 1. 1 1 . 3 1 . 2 1 . 0 1 . 0 0 . 9 3. 3 2 . 4 1 . 8 1 . 6 1 . 4 1 . 4 7. 2 3 . 7 2 . 6 2 . 2 2 . 1 2 . 1 9. 8 4 . 8 3 . 5 3 . 0 2 . 9 2 . 9 9. 5 5 . 8 4. 5 3. 9 3 . 9 4 . 3 8. 1 6 . 5 5 . 2 4 . 8 5 . 0 5 . 8 4. 6 5 . 6 6 . 5 7 . 2 9 . 5 9 . 1 6 . 1 5 . 3 5 . 2 7 . 1 3. 0 3 . 8 5 . 0 6 . 1 8 . 9 8 . 9 6 . 1 5 . 3 5 . 3 6 . 0 2. 4 3 . 1 4 . 2 4 . 9 6 . 0 6 . 1 5 . 2 4 . 9 4. 5 4 . 7 2. 0 2 . 7 3 . 5 4. 4 5. 0 5 . 2 4 . 8 4 . 2 3 . 9 3 . 7 1. 9 2 . 6 3 . 4 4. 4 4. 9 5 . 0 4. 7 4. 0 3 . 5 3 . 1 1. 8 2 . 5 3 . 7 4. 5 5 . 7 5. 9 4 . 9 4 . 3 3 . 3 2 . 8 1. 8 2 . 5 3 . 8 5 . 2 8 . 5 8 . 7 5. 5 4. 3 3 . 3 2 . 7 1. 7 2 . 5 3 . 8 5 . 2 8 . 3 8 . 4 5 . 6 4. 4 3. 4 2 . 8 1. 7 2 . 5 3 . 6 4. 5 5. 8 5 . 9 5 . 0 4. 4 3. 6 3 . 0 1. 7 2 . 4 3 . 3 4. 4 5 . 4 5. 6 5 . 0 4. 4 3. 9 3 . 5 1. 6 2 . 3 3 . 3 4. 4 5. 3 5. 5 5. 2 4. 7 4 . 5 4. 2 1. 6 2 . 3 3 . 6 4 . 9 7 . 3 7 . 6 5 . 8 5 . 1 4 . 8 5 . 3 1. 4 2 . 2 3 . 3 4. 7 8. 8 9 . 1 5. 7 5. 0 4. 7 6. 4 1. 3 1 . 9 3 . 1 4 . 1 5 . 8 6 . 1 4 . 9 4. 5 4 . 4 4. 9 1. 1 1 . 6 2 . 2 3 . 1 3 . 4 3 . 6 3 . 8 3 . 4 3 . 5 3 . 6 1. 2 1 . 6 2 . 0 2 . 4 2 . 6 2 . 6 2 . 6 2 . 5 2 . 4 1. 1 1 . 4 1 . 7 1 . 8 1 . 8 1 . 8 1 . 8 1 . 7 0. 9 1 . 1 1 . 2 1 . 2 1 . 2 1 . 2 1 . 1 0. 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 8 20 . 3 2 4 . 3 2 4 . 2 1 8 . 6 1 . 1 1 . 3 1 . 2 1 . 0 1 . 0 0 . 9 27 . 1 3 1 . 1 3 0 . 7 2 4 . 1 3 . 3 2 . 4 1 . 8 1 . 6 1 . 4 1 . 4 9. 8 1 7 . 9 2 0 . 6 2 0 . 7 1 9 . 9 1 9 . 2 2 1 . 9 2 0 . 5 1 6 . 7 7 . 2 3 . 7 2 . 6 2 . 2 2 . 1 2 . 1 11 . 9 2 2 . 7 2 5 . 6 2 5 . 5 2 5 . 1 2 8 . 8 3 5 . 7 3 3 . 0 2 7 . 3 9 . 8 4 . 8 3 . 5 3 . 0 2 . 9 2 . 9 5. 4 8. 9 1 0 . 6 1 1 . 4 1 2 . 7 1 9 . 6 2 5 . 3 2 4 . 3 2 0 . 5 9 . 5 5 . 8 4. 5 3. 9 3 . 9 4 . 3 2. 3 3 . 4 4 . 3 5 . 0 6 . 2 8 . 8 1 0 . 8 1 1 . 4 1 0 . 2 8 . 1 6 . 5 5 . 2 4 . 8 5 . 0 5 . 8 1. 2 1 . 7 2 . 2 2 . 8 3 . 5 4 . 6 5 . 6 6 . 5 7 . 2 9 . 5 9 . 1 6 . 1 5 . 3 5 . 2 7 . 1 3. 0 3 . 8 5 . 0 6 . 1 8 . 9 8 . 9 6 . 1 5 . 3 5 . 3 6 . 0 2. 4 3 . 1 4 . 2 4 . 9 6 . 0 6 . 1 5 . 2 4 . 9 4. 5 4 . 7 2. 0 2 . 7 3 . 5 4. 4 5. 0 5 . 2 4 . 8 4 . 2 3 . 9 3 . 7 1. 9 2 . 6 3 . 4 4. 4 4. 9 5 . 0 4. 7 4. 0 3 . 5 3 . 1 1. 8 2 . 5 3 . 7 4. 5 5 . 7 5. 9 4 . 9 4 . 3 3 . 3 2 . 8 1. 8 2 . 5 3 . 8 5 . 2 8 . 5 8 . 7 5. 5 4. 3 3 . 3 2 . 7 1. 7 2 . 5 3 . 8 5 . 2 8 . 3 8 . 4 5 . 6 4. 4 3. 4 2 . 8 1. 7 2 . 5 3 . 6 4. 5 5. 8 5 . 9 5 . 0 4. 4 3. 6 3 . 0 1. 7 2 . 4 3 . 3 4. 4 5 . 4 5. 6 5 . 0 4. 4 3. 9 3 . 5 1. 6 2 . 3 3 . 3 4. 4 5. 3 5. 5 5. 2 4. 7 4 . 5 4. 2 1. 6 2 . 3 3 . 6 4 . 9 7 . 3 7 . 6 5 . 8 5 . 1 4 . 8 5 . 3 1. 4 2 . 2 3 . 3 4. 7 8. 8 9 . 1 5. 7 5. 0 4. 7 6. 4 1. 3 1 . 9 3 . 1 4 . 1 5 . 8 6 . 1 4 . 9 4. 5 4 . 4 4. 9 1. 1 1 . 6 2 . 2 3 . 1 3 . 4 3 . 6 3 . 8 3 . 4 3 . 5 3 . 6 1. 2 1 . 6 2 . 0 2 . 4 2 . 6 2 . 6 2 . 6 2 . 5 2 . 4 1. 1 1 . 4 1 . 7 1 . 8 1 . 8 1 . 8 1 . 8 1 . 7 0. 9 1 . 1 1 . 2 1 . 2 1 . 2 1 . 2 1 . 1 0. 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 8 ST 1 MH : 3 8 ST 1 MH : 3 8 ST 1 MH : 3 8 3. 4 3 . 5 3 . 3 4. 0 4. 2 4 . 0 5. 6 5. 7 5 . 4 8. 0 8 . 2 7 . 6 K4 0 MH : 3 6 . 6 2 4 K4 0 MH : 3 6 . 6 2 4 K4 0 MH : 3 6 . 6 2 4 K4 0 MH : 3 0 . 9 1 6 K4 0 MH : 3 0 . 9 1 6 K4 0 MH : 3 0 . 9 1 6 K4 0 MH : 3 3 . 6 2 6 K4 0 MH : 3 6 . 0 0 3 K4 0 MH : 3 6 . 5 4 6 K4 0 MH : 3 8 . 3 6 9 K4 0 MH : 4 1 . 6 8 2 RX 7 MH : 3 0 . 9 1 6 RX 7 MH : 3 6 . 6 2 4 RX 7 MH : 3 6 . 6 2 4 RX 7 MH : 3 6 . 6 2 4 RX 7 MH : 3 6 . 6 2 4 RX 7 MH : 3 6 . 6 2 4 K4 0 MH : 3 1 . 7 6 6 1.0 1.4 1.9 2.5 3.1 3.7 3.7 3.3 3.1 2.6 2.3 2.0 1.0 1.5 2.0 2.9 3.8 5.35.44.1 3.2 2.5 2.1 1.7 1.01.52.0 3.1 4.37.78.3 4.8 3.3 2.5 1.91.5 1.01.52.1 3.34.46.8 7.34.73.5 2.4 1.81.4 1.01.42.0 2.8 3.94.5 4.74.0 3.0 2.21.71.2 0.9 1.3 1.9 2.5 3.1 3.7 3.8 3.3 2.7 2.01.5 1.1 0.9 1.3 1.8 2.3 2.9 3.4 3.5 3.0 2.4 1.9 1.4 1.1 0.9 1.3 1.8 2.3 3.2 3.5 3.5 3.5 2.5 1.9 1.4 1.1 0.91.41.9 2.8 3.54.5 4.73.9 3.1 2.01.5 1.1 0.91.42.0 3.3 4.67.78.2 4.9 3.4 2.2 1.61.1 1.01.42.1 3.4 4.8 8.1 8.4 5.2 3.9 2.3 1.61.1 0.91.42.1 2.9 4.25.45.64.43.4 2.31.5 1.1 0.9 1.3 1.9 2.7 3.4 4.1 4.2 3.7 3.1 2.4 1.5 1.1 0.9 1.3 1.8 2.4 3.0 3.5 3.6 3.2 2.8 2.3 1.6 1.1 0.9 1.3 1.8 2.4 3.2 3.6 3.6 3.5 2.8 2.4 2.0 1.2 0.91.41.9 2.8 3.44.5 4.53.8 3.3 2.6 2.2 1.3 1.01.52.1 3.3 4.67.47.8 5.0 3.8 2.8 2.4 2.1 1.0 1.6 2.3 3.7 5.2 8.6 9.2 5.6 4.3 3.1 2.6 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.3 0.3 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.4 0.4 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 0.5 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.0 0.6 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.1 1.2 1.3 1.4 1.6 FIRE PUMP ROOM 3EH1-3 EMEM EM Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Elec_Level 3_Floor Illuminance Fc 5.24 8.2 3.3 1.59 2.48 Level 2_Lower Landing to 3_1_1_ Top Illuminance Fc 3.14 15.3 0.0 N.A. N.A. Level 2_Slope to 3_2_Top Illuminance Fc 2.89 9.2 0.9 3.21 10.22 Level 2_Slope to 3_7_Top Illuminance Fc 0.27 1.6 0.0 N.A. N.A. Level 2_Upper Landing to 3_1_1_ Top Illuminance Fc 6.28 35.7 0.7 8.97 51.00 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 3 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 95.4 8 RXT-P-D-FF-07L40-4 Single RXT-P-D-FF-07L40-4 RX7 0.850 2869 30.932 247.456 12 HPG14-www-xx-5W-CP-40L-40K8-D Single HPG14-www-xx-5W-CP-40L-40K8- DIM1-yyy-zzzz K40 0.850 6075 45 540 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 14 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 433.048 4 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 127.2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landing _2_1_Top Illuminance Fc 18.95 20.1 17.8 1.06 1.13 Level_2_Top Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2_Top_1 Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2a_Top Illuminance Fc 17.35 21.8 12.4 1.40 1.76 Level_2b_1_Top Illuminance Fc 15.83 34.8 2.3 6.88 15.13 Stair Tread_4_1_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_2_1_Top_1 Illuminance Fc 20.00 20.0 20.0 1.00 1.00 Stair Tread_4_3_1_Top_1 Illuminance Fc 18.60 18.6 18.6 1.00 1.00 Stair Tread_4_4_1_Top_1 Illuminance Fc 20.70 20.7 20.7 1.00 1.00 Stair Tread_4_5_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_6_1_1_Top_1 Illuminance Fc 19.10 19.1 19.1 1.00 1.00 Stair Tread_4_6_2_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_3_1_Top_1 Illuminance Fc 19.80 19.8 19.8 1.00 1.00 Stair Tread_4_6_4_1_Top_1 Illuminance Fc 18.90 18.9 18.9 1.00 1.00 Stair Tread_4_6_5_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_6_1_Top_1 Illuminance Fc 19.60 19.6 19.6 1.00 1.00 Stair Tread_4_6_7_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_8_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_9_Top_1 Illuminance Fc 20.90 20.9 20.9 1.00 1.00 Stair Tread_4_7_Top_1 Illuminance Fc 17.70 17.7 17.7 1.00 1.00 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 3 4   p .   m . LEVEL 3 - PHOTOMETRIC PLAN E2.04A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 3 - PHOTOMETRIC PLAN1 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set PP 3EH1-9 X1 3EH1-9 ST1 3EH1-2 X1 3EH1-2 X1 3EH1-2 X1 3EH1-2 X1 3EH1-2 X1 EM 3EH1-3 ST1 3EH1-3 ST1 3H1-3 ST1 EM EM 3EH1-2 X1 3H1-3 K40 3EH1-4 K40E 3H1-3 K40 3EH1-4 K40E 3H1-3 K40 3H1-3 K40 3H1-3 K40 3H1-3 K40 3EH1-4 K40E 3H1-3 K40 3H1-3 K40 3EH1-2 X1 FIRE PUMP ROOM EM EM EM G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L EM EM EM 3EH1-5 RX7 3EH1-9 RX7 3EH1-9 RX7 EM EM 3EH1-5 RX7 3EH1-5 RX7 EM 3EH1-4 K40E L4 WP WP L2 L2 BEP BEP EM EM L1 L2EM 3EH1-9 ST1 3EH1-2 X1 3H1-3 RX7 3H1-3 L6 3H1-3 L6 L6 3H1-3 L6 3H1-3 3H1-5 3H1-5 3H1-5 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 3 6   p .   m . LEVEL 4 - PARKING LIGHTING PLAN E2.05 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 4 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L4 LIGHTING TYPE THROUGH PARKING GARAGE TO BE INSTALLED AS A PENDANT FIXTURE AND MOUNTED TO LEVEL WITH BOTTOM OF TRUSS. GENERAL CONTRACTOR TO COORDINATE WITH L6 EMERGENCY LIGHT FIXTURE. CONNECT TO NORMAL AND UNSWITCHED EMERGENCY CIRCUITS AS INDICATED VIA FIXTURE INTEGRATED EMERGENCY POWER CONTROL DEVICE. REFER TO DIAGRAM E0.01/S040. NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set ST 1 MH : 4 2 . 5 8 9 20 . 3 2 1 . 7 2 0 . 1 23 . 2 2 4 . 8 2 3 . 1 24 . 2 2 5 . 8 2 4 . 3 24 . 2 2 5 . 6 2 4 . 0 0. 9 0 . 9 0 . 9 1 . 0 1 . 1 1 . 1 0 . 2 0 . 0 0 . 5 1 . 0 1. 3 1 . 3 1 . 4 1 . 5 1 . 9 2 . 7 2 3 . 8 2 2 . 6 1 . 9 1 . 3 1. 7 1 . 7 1 . 9 2 . 2 2 . 9 5 . 3 1 1 . 0 8 . 5 3 . 4 1 . 9 2. 3 2 . 3 2 . 5 3 . 0 4 . 0 7 . 1 1 5 . 7 1 1 . 6 4 . 1 2 . 2 2. 8 2 . 8 3 . 4 3 . 8 4 . 9 6 . 0 8 . 4 6 . 6 3 . 3 2 . 1 3. 3 3 . 3 3 . 8 4 . 9 7 . 3 6 . 6 5 . 2 4 . 2 2 . 6 1 . 6 3. 5 3 . 6 4 . 1 6 . 2 9 . 3 7 . 6 4 . 8 3 . 5 2 . 3 1 . 5 3. 5 3 . 5 4 . 1 5 . 1 6 . 6 5. 7 4. 1 3 . 2 2 . 1 1 . 4 3. 2 3 . 4 3 . 9 4. 4 4. 6 4 . 3 3 . 9 2 . 8 2 . 0 1 . 4 3. 0 3 . 3 3 . 7 4 . 1 4 . 6 4 . 3 3 . 5 2 . 8 2 . 0 1 . 4 2. 8 3 . 1 3 . 9 4. 4 4 . 7 4. 3 3 . 9 2 . 8 2 . 0 1 . 4 2. 7 3 . 2 4 . 0 5 . 1 6 . 7 5 . 8 4 . 1 3 . 2 2 . 1 1 . 4 2. 7 3 . 3 4 . 1 6 . 3 9 . 3 7. 5 4. 6 3 . 2 2 . 1 1 . 4 2. 7 3 . 2 4 . 0 5 . 2 7. 4 6. 3 4 . 3 3 . 2 2 . 1 1 . 4 2. 8 3 . 2 4 . 0 4. 4 5. 1 4 . 6 4 . 0 2 . 9 2 . 0 1 . 4 3. 1 3 . 3 3 . 7 4. 4 5. 0 4 . 6 3 . 6 2 . 8 2 . 0 1 . 4 3. 3 3 . 4 4 . 1 4. 4 5. 1 4. 5 3. 8 2 . 8 2 . 0 1 . 3 3. 5 3 . 5 4 . 0 5 . 1 7 . 3 6 . 1 4 . 0 3 . 0 1 . 9 1 . 3 3. 4 3 . 5 3 . 9 5 . 8 8 . 9 7 . 0 4 . 1 2 . 8 1 . 8 1 . 2 3. 1 3 . 1 3 . 5 4. 4 5 . 7 4 . 7 3. 3 2 . 5 1 . 6 1 . 1 2. 6 2 . 5 2 . 8 3 . 2 3 . 2 3 . 0 2 . 7 1 . 8 1 . 3 0 . 9 2. 0 2 . 0 2 . 1 2 . 2 2 . 3 2 . 1 1 . 8 1 . 4 1 . 0 1. 4 1 . 4 1 . 5 1 . 6 1 . 5 1 . 4 1 . 2 1 . 0 1. 0 1 . 0 1 . 0 1 . 0 1 . 0 0 . 9 0 . 8 0. 7 0 . 7 0 . 7 0 . 7 0 . 7 0 . 6 7. 5 3. 6 2 . 2 1 . 6 1 . 3 1. 1 12 . 4 5 . 2 3 . 0 2 . 2 1 . 8 1 . 6 15 . 0 6 . 4 3 . 8 2 . 8 2 . 4 2 . 2 14 . 3 6 . 7 4. 4 3. 5 3 . 1 3 . 1 11 . 3 6 . 9 5 . 2 4 . 2 4 . 2 4 . 0 8. 9 7 . 2 5 . 6 5 . 0 4 . 8 5. 4 4. 9 5 . 9 7 . 0 7. 7 10 . 0 9 . 5 6 . 3 5. 4 5. 1 6. 9 3. 3 4. 1 5. 2 6 . 3 9 . 2 9 . 1 6 . 2 5 . 2 5 . 0 5. 5 2. 5 3 . 3 4 . 3 5 . 0 6 . 1 6 . 1 5 . 2 4 . 8 4. 4 4 . 4 2. 1 2 . 8 3 . 6 4. 5 5. 1 5. 2 4 . 8 4 . 2 3 . 7 3 . 4 1. 9 2 . 6 3 . 4 4 . 3 4 . 9 4 . 9 4 . 6 3 . 8 3 . 3 2 . 9 1. 8 2 . 5 3 . 6 4. 4 5. 6 5. 7 4. 6 4 . 0 3 . 0 2 . 5 1. 7 2. 5 3 . 7 5. 1 8. 4 8 . 5 5 . 2 3 . 9 2 . 9 2 . 2 1. 7 2. 4 3 . 7 5. 1 8. 0 8 . 0 5 . 2 3 . 9 2 . 7 2 . 1 1. 6 2 . 3 3 . 5 4 . 3 5. 4 5 . 5 4 . 4 3. 6 2 . 6 1 . 9 1. 6 2 . 3 3 . 2 4. 1 5. 0 5 . 0 4 . 2 3 . 3 2 . 5 1 . 8 1. 5 2. 2 3 . 1 4. 1 4. 9 4 . 9 4. 1 3. 2 2 . 3 1. 7 1. 4 2. 1 3 . 4 4 . 6 6 . 8 6 . 8 4 . 6 3 . 4 2 . 3 1 . 6 1. 3 2 . 0 3 . 1 4. 4 8. 4 8 . 4 4. 5 3. 1 2 . 1 1. 5 1. 2 1 . 8 2 . 8 3 . 8 5. 4 5 . 4 3. 8 2 . 9 1 . 8 1 . 3 0. 9 1. 4 2. 0 2 . 8 2 . 9 2 . 9 2 . 8 2 . 0 1. 5 1 . 1 1. 0 1. 4 1. 8 2 . 0 2 . 1 1 . 8 1. 5 1 . 1 0. 8 1. 0 1 . 2 1 . 3 1 . 3 1 . 2 1 . 0 0 . 8 0 . 6 0. 7 0 . 8 0 . 8 0 . 8 0 . 7 0 . 6 0 . 5 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 14 . 4 20 . 6 1 9 . 7 1 6 . 5 7. 5 3. 6 2 . 2 1 . 6 1 . 3 1. 1 29 . 1 4 2 . 0 3 9 . 3 3 3 . 3 1 2 . 4 5 . 2 3 . 0 2 . 2 1 . 8 1 . 6 10 . 1 1 8 . 6 2 1 . 4 2 2 . 3 2 5 . 0 3 6 . 8 5 0 . 8 47 . 4 40 . 5 1 5 . 0 6 . 4 3 . 8 2 . 8 2 . 4 2 . 2 11 . 9 2 2 . 7 2 5 . 9 2 6 . 4 2 7 . 7 3 4 . 4 4 6 . 1 4 2 . 6 3 6 . 5 1 4 . 3 6 . 7 4. 4 3. 5 3 . 1 3 . 1 5. 4 8. 9 1 0 . 8 1 2 . 0 1 3 . 7 2 0 . 0 2 6 . 3 2 5 . 3 2 2 . 0 1 1 . 3 6 . 9 5 . 2 4 . 2 4 . 2 4 . 0 2. 4 3 . 6 4. 5 5 . 5 6. 7 9 . 1 11 . 1 1 1 . 7 10 . 7 8 . 9 7 . 2 5 . 6 5 . 0 4 . 8 5. 4 1. 3 1 . 8 2 . 4 3 . 0 3 . 8 4 . 9 5 . 9 7 . 0 7. 7 10 . 0 9 . 5 6 . 3 5. 4 5. 1 6. 9 3. 3 4. 1 5. 2 6 . 3 9 . 2 9 . 1 6 . 2 5 . 2 5 . 0 5. 5 2. 5 3 . 3 4 . 3 5 . 0 6 . 1 6 . 1 5 . 2 4 . 8 4. 4 4 . 4 2. 1 2 . 8 3 . 6 4. 5 5. 1 5. 2 4 . 8 4 . 2 3 . 7 3 . 4 1. 9 2 . 6 3 . 4 4 . 3 4 . 9 4 . 9 4 . 6 3 . 8 3 . 3 2 . 9 1. 8 2 . 5 3 . 6 4. 4 5. 6 5. 7 4. 6 4 . 0 3 . 0 2 . 5 1. 7 2. 5 3 . 7 5. 1 8. 4 8 . 5 5 . 2 3 . 9 2 . 9 2 . 2 1. 7 2. 4 3 . 7 5. 1 8. 0 8 . 0 5 . 2 3 . 9 2 . 7 2 . 1 1. 6 2 . 3 3 . 5 4 . 3 5. 4 5 . 5 4 . 4 3. 6 2 . 6 1 . 9 1. 6 2 . 3 3 . 2 4. 1 5. 0 5 . 0 4 . 2 3 . 3 2 . 5 1 . 8 1. 5 2. 2 3 . 1 4. 1 4. 9 4 . 9 4. 1 3. 2 2 . 3 1. 7 1. 4 2. 1 3 . 4 4 . 6 6 . 8 6 . 8 4 . 6 3 . 4 2 . 3 1 . 6 1. 3 2 . 0 3 . 1 4. 4 8. 4 8 . 4 4. 5 3. 1 2 . 1 1. 5 1. 2 1 . 8 2 . 8 3 . 8 5. 4 5 . 4 3. 8 2 . 9 1 . 8 1 . 3 0. 9 1. 4 2. 0 2 . 8 2 . 9 2 . 9 2 . 8 2 . 0 1. 5 1 . 1 1. 0 1. 4 1. 8 2 . 0 2 . 1 1 . 8 1. 5 1 . 1 0. 8 1. 0 1 . 2 1 . 3 1 . 3 1 . 2 1 . 0 0 . 8 0 . 6 0. 7 0 . 8 0 . 8 0 . 8 0 . 7 0 . 6 0 . 5 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 K4 0 MH : 4 7 . 1 2 4 K4 0 MH : 4 7 . 1 2 4 K4 0 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 K4 0 MH : 4 1 . 4 1 6 K4 0 MH : 4 1 . 4 1 6 K4 0 MH : 4 1 . 4 1 6 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 7 . 1 2 4 RX 7 MH : 4 1 . 4 1 6 K4 0 MH : 3 7 . 1 K4 0 MH : 3 8 . 9 1 8 K4 0 MH : 4 0 . 7 6 2 K4 0 MH : 4 2 . 2 8 9 K4 0 MH : 4 4 . 6 8 9 K4 0 MH : 4 7 . 0 6 8 1.01.41.9 2.5 3.1 3.6 3.8 3.4 3.2 2.7 2.5 2.4 1.01.52.0 2.9 3.8 5.25.44.2 3.4 2.6 2.3 2.1 1.01.52.0 3.1 4.3 7.6 8.3 4.9 3.4 2.6 2.2 1.9 1.0 1.5 2.1 3.34.46.7 7.2 4.8 3.6 2.5 2.1 1.8 1.0 1.4 2.0 2.8 3.94.54.6 4.0 3.1 2.4 1.9 1.6 0.9 1.3 1.8 2.5 3.1 3.6 3.7 3.3 2.8 2.2 1.7 1.5 0.9 1.3 1.8 2.3 2.9 3.3 3.3 3.0 2.5 2.0 1.61.4 0.9 1.3 1.8 2.3 3.0 3.2 3.3 3.1 2.6 2.0 1.6 1.3 0.91.41.9 2.7 3.4 4.24.43.7 2.9 2.1 1.6 1.3 1.0 1.4 1.9 2.9 4.1 6.97.4 4.43.0 2.2 1.7 1.3 1.0 1.4 2.0 3.24.47.27.54.6 3.3 2.2 1.7 1.3 1.01.42.0 2.8 3.7 5.0 5.0 3.8 3.1 2.2 1.6 1.2 0.9 1.3 1.9 2.6 3.3 4.04.13.4 2.8 2.1 1.6 1.2 0.9 1.3 1.8 2.4 2.9 3.4 3.4 3.1 2.5 2.0 1.6 1.2 0.9 1.3 1.8 2.4 3.1 3.3 3.3 3.2 2.6 2.1 1.6 1.3 1.0 1.4 1.9 2.8 3.4 4.1 4.2 3.6 3.0 2.2 1.8 1.4 1.1 1.6 2.1 3.1 4.3 6.8 7.1 4.6 3.3 2.5 2.0 1.6 1.1 1.72.3 3.44.77.9 8.45.13.8 2.8 2.3 1.9 0.7 1.1 1.5 2.6 3.5 6.0 7.8 5.0 2.9 2.1 1.4 1.0 0.8 1.1 1.7 2.7 3.7 6.0 7.6 5.1 3.0 2.2 1.5 1.0 0.8 1.1 1.7 2.4 3.4 4.3 4.6 3.9 3.2 2.1 1.5 1.0 0.8 1.1 1.6 2.3 2.8 3.8 3.8 3.4 2.6 2.0 1.5 1.0 0.8 1.1 1.6 2.1 2.7 3.2 3.1 2.9 2.5 1.9 1.4 1.0 0.8 1.2 1.6 2.1 2.8 3.3 3.4 3.1 2.6 2.0 1.5 1.1 0.8 1.2 1.7 2.4 3.0 4.0 4.2 3.7 2.9 2.1 1.6 1.1 0.9 1.3 1.8 2.8 3.8 6.0 7.3 5.3 3.1 2.4 1.7 1.2 0.9 1.3 1.8 2.9 4.0 6.9 8.9 5.9 3.3 2.5 1.7 1.2 0.9 1.3 1.8 2.6 3.5 4.8 5.2 4.7 3.4 2.3 1.7 1.2 0.8 1.2 1.7 2.4 3.1 4.1 4.1 4.1 3.1 2.2 1.7 1.2 0.8 1.2 1.6 2.2 2.8 3.3 3.4 3.3 2.9 2.1 1.6 1.2 0.8 1.2 1.6 2.2 2.8 3.4 3.5 3.4 2.9 2.4 1.6 1.3 0.8 1.2 1.7 2.3 3.0 3.8 4.1 3.7 3.3 2.6 1.8 1.3 0.8 1.3 1.8 2.7 3.6 5.5 6.6 4.9 3.4 2.8 2.3 1.5 0.8 1.3 1.8 2.9 4.1 7.0 8.9 6.0 3.7 3.0 2.4 1.6 0.8 1.2 1.8 2.6 3.5 4.9 6.3 4.9 3.8 2.9 2.5 2.2 0.8 1.2 1.7 2.4 3.3 3.9 4.1 4.1 3.4 2.9 2.5 2.3 FIRE PUMP ROOM 3EH1-13 3EH1-13 3EH1-13 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Elec_Level 4_Floor Illuminance Fc 23.44 25.8 20.1 1.17 1.28 Level 2_Lower Landing to 3_1_1_ 1_Top Illuminance Fc 3.49 23.8 0.0 N.A. N.A. Level 2_Slope to 3_3_Top Illuminance Fc 2.81 8.4 0.9 3.12 9.33 Level 2_Slope to 3_7_1_Top Illuminance Fc 2.70 8.9 0.7 3.86 12.71 Level 2_Upper Landing to 3_1_1_ 1_Top Illuminance Fc 6.79 50.8 0.3 22.63 169.33 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 1 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 31.8 12 RXT-P-D-FF-07L40-4 Single RXT-P-D-FF-07L40-4 RX7 0.850 2869 30.932 371.184 12 HPG14-www-xx-5W-CP-40L-40K8-D Single HPG14-www-xx-5W-CP-40L-40K8- DIM1-yyy-zzzz K40 0.850 6075 45 540 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 14 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 433.048 4 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 127.2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landing _2_1_Top Illuminance Fc 18.95 20.1 17.8 1.06 1.13 Level_2_Top Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2_Top_1 Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2a_Top Illuminance Fc 17.35 21.8 12.4 1.40 1.76 Level_2b_1_Top Illuminance Fc 15.83 34.8 2.3 6.88 15.13 Stair Tread_4_1_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_2_1_Top_1 Illuminance Fc 20.00 20.0 20.0 1.00 1.00 Stair Tread_4_3_1_Top_1 Illuminance Fc 18.60 18.6 18.6 1.00 1.00 Stair Tread_4_4_1_Top_1 Illuminance Fc 20.70 20.7 20.7 1.00 1.00 Stair Tread_4_5_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_6_1_1_Top_1 Illuminance Fc 19.10 19.1 19.1 1.00 1.00 Stair Tread_4_6_2_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_3_1_Top_1 Illuminance Fc 19.80 19.8 19.8 1.00 1.00 Stair Tread_4_6_4_1_Top_1 Illuminance Fc 18.90 18.9 18.9 1.00 1.00 Stair Tread_4_6_5_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_6_1_Top_1 Illuminance Fc 19.60 19.6 19.6 1.00 1.00 Stair Tread_4_6_7_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_8_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_9_Top_1 Illuminance Fc 20.90 20.9 20.9 1.00 1.00 Stair Tread_4_7_Top_1 Illuminance Fc 17.70 17.7 17.7 1.00 1.00 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 3 7   p .   m . LEVEL 4 - PHOTOMETRIC PLAN E2.05A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 4 -PHOTOMETRIC PLAN1 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set PP '5EL1' '5EH1' '5L1' '5H1' '5T1' 'SEC' 'NAC' '5TE1' 'NAC' '5TLA' '5TLB' EMEM 5EH1-7 ST1 5EH1-7 ST1 5H1-5 ST1 5EH1-1 X1 5EH1-1 X1 5EH1-1 X1 5EH1-1 X1 5EH1-1 X1 5EH1-5 ST1 5EH1-5 X1 EM 5EH1-7 X1 5EH1-5 ST1 5EH1-5 ST1 EM EM 3H1-3 K40 5EH1-2 K40E 5H1-5 K40 5EH1-2 K40E 5H1-5 K40 5H1-5 K40 5H1-5 K40 5H1-5 K40 5EH1-2 K40E 5H1-5 K40 5H1-5 K40 5EH1-7 X1 FIRE PUMP ROOM EM EM EM G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L EM EM EM 5EH1-13 RX7 5EH1-13 RX7 5EH1-13 RX7 5EH1-5 RX7 5EH1-5 RX7 EM EM EM 5EH1-2 K40E L4 WP WP L2 L2 BEP BEP EM EM L1 L2EM 3EH1-9 ST1 5EH1-1 X1 5EH1-7 RX7 5H1-5 5H1-5 5H1-5 5H1-5 L6 L6L6 L6 EM 5H1-1 5H1-1 5H1-1 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 3 8   p .   m . LEVEL 5 - PARKING LIGHTING PLAN E2.06 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 5 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L4 LIGHTING TYPE THROUGH PARKING GARAGE TO BE INSTALLED AS A PENDANT FIXTURE AND MOUNTED TO LEVEL WITH BOTTOM OF TRUSS. GENERAL CONTRACTOR TO COORDINATE WITH L6 EMERGENCY LIGHT FIXTURE. CONNECT TO NORMAL AND UNSWITCHED EMERGENCY CIRCUITS AS INDICATED VIA FIXTURE INTEGRATED EMERGENCY POWER CONTROL DEVICE. REFER TO DIAGRAM E0.01/S040. NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set 0. 9 0 . 9 1 . 0 1 . 1 1 . 2 1 . 5 0 . 2 0 . 0 0 . 4 0 . 8 1. 3 1 . 3 1 . 4 1 . 6 2 . 1 3 . 2 2 4 . 2 2 2 . 5 1 . 7 1 . 3 1. 7 1 . 8 1 . 9 2 . 3 3 . 2 6 . 7 1 2 . 7 7. 4 2. 9 1 . 7 2. 3 2 . 3 2 . 6 3 . 1 4. 4 8. 5 1 6 . 3 9 . 1 3 . 3 2 . 0 2. 8 2 . 8 3 . 4 3 . 8 5 . 0 6 . 3 8 . 1 5. 5 2. 9 1 . 9 3. 3 3 . 3 3 . 8 4 . 9 7. 4 6. 6 5 . 1 3 . 9 2 . 5 1 . 5 3. 5 3 . 6 4 . 1 6 . 2 9 . 3 7. 5 4 . 7 3. 4 2 . 2 1 . 4 3. 5 3 . 5 4 . 1 5 . 1 6 . 6 5. 7 4. 1 3 . 2 2 . 1 1 . 4 3. 2 3 . 4 3 . 9 4. 4 4. 6 4 . 3 3 . 9 2 . 8 2 . 0 1 . 4 3. 0 3 . 3 3 . 7 4 . 1 4 . 6 4 . 3 3 . 5 2 . 8 2 . 0 1 . 4 2. 8 3 . 1 3 . 9 4. 4 4 . 7 4. 3 3 . 9 2 . 8 2 . 0 1 . 4 2. 7 3 . 2 4 . 0 5 . 1 6 . 7 5 . 8 4 . 1 3 . 1 2 . 1 1 . 4 2. 7 3 . 3 4 . 1 6 . 2 9 . 3 7. 5 4. 6 3 . 2 2 . 1 1 . 4 2. 7 3 . 2 4 . 0 5 . 2 7. 4 6. 3 4 . 3 3 . 2 2 . 1 1 . 4 2. 8 3 . 2 4 . 0 4. 4 5. 1 4 . 6 3 . 9 2 . 8 2 . 0 1 . 4 3. 1 3 . 3 3 . 7 4. 4 5. 0 4 . 6 3 . 6 2 . 8 2 . 0 1 . 4 3. 3 3 . 4 4 . 1 4. 4 5. 1 4. 5 3. 8 2 . 8 2 . 0 1 . 3 3. 5 3 . 5 4 . 0 5 . 1 7 . 3 6 . 1 4 . 0 3 . 0 1 . 9 1 . 3 3. 4 3 . 5 3 . 9 5 . 8 8 . 9 7 . 0 4 . 1 2 . 8 1 . 8 1 . 2 3. 1 3 . 1 3 . 5 4. 4 5. 6 4. 7 3. 3 2 . 5 1 . 6 1 . 1 2. 6 2 . 5 2 . 8 3 . 2 3 . 2 2 . 9 2 . 7 1 . 8 1 . 3 0 . 9 2. 0 2 . 0 2 . 1 2 . 2 2 . 3 2 . 1 1 . 8 1 . 4 1 . 0 1. 4 1 . 4 1 . 5 1 . 6 1 . 5 1 . 4 1 . 2 1 . 0 1. 0 1 . 0 1 . 0 1 . 0 1 . 0 0 . 9 0 . 8 0. 7 0 . 7 0 . 7 0 . 7 0 . 7 0 . 6 1. 2 1. 5 1. 3 1 . 2 1. 1 1. 0 3. 4 2 . 8 2 . 1 1 . 8 1 . 6 1. 5 8. 2 4. 4 3. 1 2 . 5 2 . 2 2 . 1 11 . 5 5. 8 4. 1 3. 4 3 . 0 3 . 0 13 . 3 7 . 2 5 . 2 4 . 2 4. 1 4. 0 12 . 7 8 . 1 5 . 9 5. 1 4. 8 5. 4 14 . 8 1 8 . 1 1 9 . 0 1 5 . 6 1 2 . 8 1 0 . 5 6 . 7 5 . 6 5. 1 6. 9 6. 5 8 . 1 9 . 2 9 . 2 1 0 . 7 9 . 8 6 . 5 5. 4 5. 1 5. 5 3. 8 4 . 8 5 . 9 6 . 2 6 . 9 6 . 6 5. 5 5. 0 4. 5 4 . 4 2. 7 3 . 5 4 . 3 5. 1 5. 5 5 . 5 5. 0 4 . 3 3 . 8 3 . 5 2. 2 3 . 0 3 . 7 4. 7 5. 1 5 . 1 4. 7 3. 9 3 . 3 2 . 9 1. 9 2 . 7 3 . 8 4 . 6 5 . 8 5 . 8 4. 7 4. 0 3 . 0 2 . 4 1. 8 2 . 6 3 . 8 5 . 2 8 . 5 8 . 5 5 . 3 4 . 0 2 . 8 2 . 2 1. 7 2. 5 3 . 7 5. 1 8. 1 8 . 2 5 . 2 3 . 9 2 . 7 1 . 9 1. 6 2 . 4 3 . 5 4 . 3 5. 5 5 . 5 4 . 4 3. 6 2 . 5 1 . 8 1. 6 2 . 3 3 . 2 4. 1 5 . 1 5 . 1 4. 2 3 . 2 2 . 4 1. 7 1. 5 2. 2 3 . 2 4. 1 4. 9 4 . 9 4 . 2 3 . 2 2 . 3 1 . 6 1. 4 2. 1 3 . 4 4 . 6 6 . 8 6 . 8 4 . 6 3 . 4 2 . 2 1. 5 1. 3 2 . 0 3 . 1 4. 4 8. 4 8 . 4 4. 4 3. 1 2 . 0 1. 4 1. 2 1 . 8 2 . 8 3 . 7 5. 4 5 . 4 3. 8 2 . 9 1 . 8 1 . 2 1. 0 1. 4 2. 0 2 . 8 3 . 0 3 . 0 2 . 8 2 . 0 1. 4 1. 0 1. 0 1. 4 1. 8 2 . 1 2 . 1 1 . 8 1. 5 1 . 1 0. 8 1. 0 1 . 2 1 . 3 1 . 3 1 . 2 1 . 0 0 . 8 0 . 6 0. 7 0 . 8 0 . 9 0 . 8 0 . 7 0 . 5 0 . 4 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 21 . 0 2 5 . 3 2 5 . 5 2 0 . 0 1 . 2 1. 5 1. 3 1 . 2 1. 1 1. 0 29 . 2 3 3 . 8 3 3 . 7 2 6 . 5 3 . 4 2 . 8 2 . 1 1 . 8 1 . 6 1. 5 10 . 1 1 8 . 7 2 1 . 9 2 3 . 0 2 4 . 7 2 8 . 3 2 9 . 1 2 9 . 1 1 9 . 6 8 . 2 4. 4 3. 1 2 . 5 2 . 2 2 . 1 12 . 0 2 3 . 1 2 6 . 7 2 7 . 6 3 1 . 3 4 3 . 0 4 5 . 9 4 6 . 7 3 0 . 7 11 . 5 5. 8 4. 1 3. 4 3 . 0 3 . 0 5. 6 9 . 3 1 1 . 6 1 3 . 9 2 0 . 4 4 2 . 4 4 8 . 3 4 9 . 8 3 3 . 3 1 3 . 3 7 . 2 5 . 2 4 . 2 4. 1 4. 0 2. 6 3 . 9 5 . 3 7. 5 13 . 5 3 1 . 6 3 7 . 2 3 9 . 1 2 7 . 0 1 2 . 7 8 . 1 5 . 9 5. 1 4. 8 5. 4 1. 4 2. 1 3 . 0 4. 5 7. 9 1 4 . 8 1 8 . 1 1 9 . 0 1 5 . 6 1 2 . 8 1 0 . 5 6 . 7 5 . 6 5. 1 6. 9 6. 5 8 . 1 9 . 2 9 . 2 1 0 . 7 9 . 8 6 . 5 5. 4 5. 1 5. 5 3. 8 4 . 8 5 . 9 6 . 2 6 . 9 6 . 6 5. 5 5. 0 4. 5 4 . 4 2. 7 3 . 5 4 . 3 5. 1 5. 5 5 . 5 5. 0 4 . 3 3 . 8 3 . 5 2. 2 3 . 0 3 . 7 4. 7 5. 1 5 . 1 4. 7 3. 9 3 . 3 2 . 9 1. 9 2 . 7 3 . 8 4 . 6 5 . 8 5 . 8 4. 7 4. 0 3 . 0 2 . 4 1. 8 2 . 6 3 . 8 5 . 2 8 . 5 8 . 5 5 . 3 4 . 0 2 . 8 2 . 2 1. 7 2. 5 3 . 7 5. 1 8. 1 8 . 2 5 . 2 3 . 9 2 . 7 1 . 9 1. 6 2 . 4 3 . 5 4 . 3 5. 5 5 . 5 4 . 4 3. 6 2 . 5 1 . 8 1. 6 2 . 3 3 . 2 4. 1 5 . 1 5 . 1 4. 2 3 . 2 2 . 4 1. 7 1. 5 2. 2 3 . 2 4. 1 4. 9 4 . 9 4 . 2 3 . 2 2 . 3 1 . 6 1. 4 2. 1 3 . 4 4 . 6 6 . 8 6 . 8 4 . 6 3 . 4 2 . 2 1. 5 1. 3 2 . 0 3 . 1 4. 4 8. 4 8 . 4 4. 4 3. 1 2 . 0 1. 4 1. 2 1 . 8 2 . 8 3 . 7 5. 4 5 . 4 3. 8 2 . 9 1 . 8 1 . 2 1. 0 1. 4 2. 0 2 . 8 3 . 0 3 . 0 2 . 8 2 . 0 1. 4 1. 0 1. 0 1. 4 1. 8 2 . 1 2 . 1 1 . 8 1. 5 1 . 1 0. 8 1. 0 1 . 2 1 . 3 1 . 3 1 . 2 1 . 0 0 . 8 0 . 6 0. 7 0 . 8 0 . 9 0 . 8 0 . 7 0 . 5 0 . 4 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 ST 1 MH : 5 9 . 1 7 ST 1 MH : 5 9 . 1 7 ST 1 MH : 5 3 . 1 1 1 20 . 5 2 1 . 8 2 0 . 2 23 . 4 2 4 . 8 2 3 . 1 24 . 7 2 6 . 0 2 4 . 2 25 . 1 2 5 . 8 2 3 . 6 17 . 3 2 0 . 7 2 2 . 9 2 3 . 7 2 4 . 1 2 4 . 2 2 3 . 8 2 2 . 4 1 9 . 6 20 . 2 2 4 . 4 2 6 . 8 2 7 . 9 2 8 . 1 2 8 . 3 2 8 . 0 2 6 . 3 2 3 . 1 22 . 6 2 7 . 3 3 0 . 4 3 1 . 2 3 1 . 3 3 1 . 5 3 1 . 2 2 9 . 4 2 5 . 8 24 . 2 3 0 . 7 3 3 . 4 3 4 . 3 3 4 . 1 3 4 . 2 3 3 . 9 3 1 . 9 2 7 . 9 28 . 6 3 4 . 5 3 7 . 7 3 7 . 5 3 6 . 9 3 6 . 9 3 7 . 0 3 4 . 7 2 9 . 7 K4 0 MH : 5 7 . 6 2 4 K4 0 MH : 5 7 . 6 2 4 K4 0 MH : 5 7 . 6 2 4 K4 0 MH : 5 1 . 9 1 6 K4 0 MH : 5 1 . 9 1 6 K4 0 MH : 5 1 . 9 1 6 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 7 . 6 2 4 RX 7 MH : 5 1 . 9 1 6 K4 0 MH : 4 7 . 6 1 7 K4 0 MH : 4 9 . 4 3 6 K4 0 MH : 5 1 . 2 6 8 K4 0 MH : 5 2 . 7 7 4 K4 0 MH : 5 5 . 1 7 4 K4 0 MH : 5 7 . 5 5 7 1.01.41.9 2.5 3.1 3.6 3.8 3.4 3.2 2.7 2.5 2.4 1.01.52.0 2.9 3.8 5.25.44.2 3.4 2.6 2.3 2.1 1.01.52.0 3.1 4.3 7.6 8.3 4.9 3.4 2.6 2.2 1.9 1.0 1.5 2.1 3.34.46.8 7.2 4.8 3.6 2.5 2.1 1.7 1.0 1.4 2.0 2.8 3.94.54.6 4.0 3.1 2.4 1.9 1.6 0.9 1.3 1.8 2.5 3.1 3.6 3.7 3.3 2.8 2.2 1.7 1.5 0.9 1.3 1.8 2.3 2.9 3.3 3.3 3.0 2.5 2.0 1.61.4 0.9 1.3 1.8 2.3 3.0 3.2 3.3 3.1 2.6 2.0 1.6 1.3 0.91.41.8 2.7 3.4 4.24.43.7 2.9 2.1 1.6 1.3 0.9 1.4 1.9 2.9 4.1 6.97.4 4.43.0 2.2 1.7 1.3 1.0 1.4 2.0 3.24.47.27.54.6 3.3 2.2 1.7 1.2 0.91.42.0 2.8 3.7 5.0 5.0 3.8 3.1 2.2 1.6 1.2 0.9 1.3 1.9 2.6 3.3 4.04.13.4 2.8 2.11.51.2 0.9 1.3 1.8 2.4 2.9 3.3 3.4 3.1 2.5 2.01.51.2 0.9 1.3 1.8 2.4 3.1 3.3 3.3 3.2 2.6 2.1 1.6 1.2 1.0 1.4 1.9 2.8 3.4 4.1 4.2 3.6 3.0 2.2 1.8 1.3 1.0 1.5 2.1 3.1 4.3 6.8 7.1 4.6 3.3 2.5 2.0 1.6 1.11.6 2.2 3.44.77.9 8.4 5.2 3.8 2.8 2.3 1.8 0.7 1.1 1.5 2.6 3.5 6.0 7.8 5.0 2.9 2.1 1.4 1.0 0.8 1.1 1.7 2.7 3.7 6.0 7.6 5.1 3.0 2.2 1.5 1.0 0.8 1.1 1.7 2.4 3.4 4.3 4.6 3.9 3.2 2.1 1.5 1.0 0.8 1.1 1.6 2.3 2.9 3.8 3.8 3.4 2.6 2.0 1.5 1.0 0.8 1.1 1.6 2.1 2.6 3.2 3.1 2.9 2.5 1.9 1.4 1.0 0.8 1.2 1.6 2.1 2.8 3.3 3.4 3.1 2.6 2.0 1.5 1.1 0.8 1.2 1.7 2.4 3.0 4.0 4.2 3.7 2.9 2.1 1.6 1.1 0.9 1.3 1.8 2.8 3.8 6.0 7.3 5.3 3.1 2.4 1.7 1.2 0.9 1.3 1.8 2.9 4.0 6.9 8.9 5.9 3.3 2.5 1.7 1.2 0.9 1.3 1.8 2.6 3.5 4.8 5.2 4.7 3.4 2.3 1.7 1.2 0.8 1.2 1.7 2.4 3.1 4.1 4.1 4.1 3.1 2.2 1.7 1.2 0.8 1.2 1.6 2.2 2.8 3.3 3.4 3.3 2.9 2.1 1.6 1.2 0.8 1.2 1.6 2.1 2.8 3.4 3.5 3.4 2.9 2.4 1.6 1.3 0.8 1.2 1.7 2.3 3.0 3.8 4.1 3.7 3.3 2.6 1.8 1.3 0.8 1.2 1.8 2.7 3.6 5.5 6.7 4.8 3.4 2.8 2.3 1.5 0.8 1.3 1.8 2.9 4.1 7.0 8.9 6.0 3.7 3.0 2.4 1.6 0.8 1.2 1.8 2.6 3.5 4.9 6.3 4.9 3.8 2.9 2.5 2.2 0.8 1.2 1.7 2.4 3.3 3.9 4.1 4.1 3.4 2.9 2.5 2.3 FIRE PUMP ROOM EM EM EM Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Elec_Level 5_Floor Illuminance Fc 23.60 26.0 20.2 1.17 1.29 Elec_Level 6_Floor Illuminance Fc 28.68 37.7 17.3 1.66 2.18 Level 2_Lower Landing to 3_1_1_ 1_1_Top Illuminance Fc 3.49 24.2 0.0 N.A. N.A. Level 2_Slope to 3_4_Top Illuminance Fc 2.80 8.4 0.9 3.11 9.33 Level 2_Slope to 3_7_2_Top Illuminance Fc 2.70 8.9 0.7 3.86 12.71 Level 2_Upper Landing to 3_1_1_ 1_1_Top Illuminance Fc 7.51 49.8 0.3 25.03 166.00 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 3 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 95.4 12 RXT-P-D-FF-07L40-4 Single RXT-P-D-FF-07L40-4 RX7 0.850 2869 30.932 371.184 12 HPG14-www-xx-5W-CP-40L-40K8-D Single HPG14-www-xx-5W-CP-40L-40K8- DIM1-yyy-zzzz K40 0.850 6075 45 540 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 14 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 433.048 4 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 127.2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landing _2_1_Top Illuminance Fc 18.95 20.1 17.8 1.06 1.13 Level_2_Top Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2_Top_1 Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2a_Top Illuminance Fc 17.35 21.8 12.4 1.40 1.76 Level_2b_1_Top Illuminance Fc 15.83 34.8 2.3 6.88 15.13 Stair Tread_4_1_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_2_1_Top_1 Illuminance Fc 20.00 20.0 20.0 1.00 1.00 Stair Tread_4_3_1_Top_1 Illuminance Fc 18.60 18.6 18.6 1.00 1.00 Stair Tread_4_4_1_Top_1 Illuminance Fc 20.70 20.7 20.7 1.00 1.00 Stair Tread_4_5_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_6_1_1_Top_1 Illuminance Fc 19.10 19.1 19.1 1.00 1.00 Stair Tread_4_6_2_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_3_1_Top_1 Illuminance Fc 19.80 19.8 19.8 1.00 1.00 Stair Tread_4_6_4_1_Top_1 Illuminance Fc 18.90 18.9 18.9 1.00 1.00 Stair Tread_4_6_5_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_6_1_Top_1 Illuminance Fc 19.60 19.6 19.6 1.00 1.00 Stair Tread_4_6_7_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_8_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_9_Top_1 Illuminance Fc 20.90 20.9 20.9 1.00 1.00 Stair Tread_4_7_Top_1 Illuminance Fc 17.70 17.7 17.7 1.00 1.00 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 3 9   p .   m . LEVEL 5 - PHOTOMETRIC PLAN E2.06A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 5 - PHOTOMETRIC PLAN1 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set PP 5EH1-1 X1 5H1-5 ST1 5EH1-7 ST1 EM 5EH1-1 X1 5EH1-1 X1 5EH1-1 X1 5EH1-5 ST1 5EH1-5 X1 EM 5EH1-7 X1 5H1-5 K40 5EH1-2 K40E 5H1-5 K40 5EH1-2 K40E 5H1-5 K40 5H1-5 K40 5H1-5 K40 5EH1-2 K40E 5H1-5 K40 5H1-5 K40 5EH1-7 X1 5H1-5 (1RP-20) D8W 5H1-5 (1RP-20) D8W 5EH1-2 (1RP-21) D8WE FIRE PUMP ROOM EM EM EM G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L EM EM EM 5EH1-9 RX7 5EH1-5 RX7 5EH1-5 RX7 EM EM 5EH1-9 RX7 5EH1-9 RX7 L4 WP WP L2 L2 BEP BEP EM EM L1 L2EM 5EH1-5 ST1 EM 3EH1-1 ST1 5EH1-1 X1 5H1-5 RX7 5H1-5 5H1-5 5H1-5 L6 L6 L6 EM 5H1-2 5H1-2 5H1-2 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 4 1   p .   m . LEVEL 6 - PARKING LIGHTING PLAN E2.07 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 6 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L4 LIGHTING TYPE THROUGH PARKING GARAGE TO BE INSTALLED AS A PENDANT FIXTURE AND MOUNTED TO LEVEL WITH BOTTOM OF TRUSS. GENERAL CONTRACTOR TO COORDINATE WITH L6 EMERGENCY LIGHT FIXTURE. CONNECT TO NORMAL AND UNSWITCHED EMERGENCY CIRCUITS AS INDICATED VIA FIXTURE INTEGRATED EMERGENCY POWER CONTROL DEVICE. REFER TO DIAGRAM E0.01/S040. NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set ST 1 MH : 6 3 . 7 ST 1 MH : 6 9 . 6 16 . 3 1 9 . 1 2 0 . 2 1 9 . 2 19 . 4 2 2 . 9 2 4 . 0 2 3 . 1 21 . 8 2 6 . 0 2 7 . 6 2 6 . 8 22 . 6 2 8 . 5 2 9 . 9 2 9 . 7 25 . 6 3 0 . 2 3 2 . 4 3 2 . 4 20 . 0 2 1 . 3 1 9 . 8 22 . 9 2 4 . 3 2 2 . 7 24 . 0 2 5 . 4 2 3 . 8 24 . 0 2 5 . 1 2 3 . 3 0. 9 0 . 9 0 . 9 1 . 0 1 . 2 1 . 4 0 . 2 0 . 0 0 . 4 1 . 0 1. 3 1 . 3 1 . 4 1 . 6 2 . 0 2 . 8 2 3 . 5 2 2 . 2 1 . 8 1 . 3 1. 7 1 . 8 1 . 9 2 . 3 3 . 0 5 . 9 1 1 . 5 7. 7 3. 1 1 . 8 2. 3 2 . 3 2 . 5 3 . 1 4 . 2 7 . 9 1 6 . 5 1 0 . 3 3 . 7 2 . 1 2. 8 2 . 8 3 . 4 3 . 8 5 . 0 6 . 3 8 . 6 6 . 2 3 . 2 2 . 0 3. 3 3 . 3 3 . 8 4 . 9 7 . 3 6 . 7 5 . 2 4 . 1 2 . 6 1 . 6 3. 5 3 . 6 4 . 1 6 . 2 9 . 3 7 . 6 4 . 8 3 . 4 2 . 2 1 . 5 3. 5 3 . 5 4 . 1 5 . 1 6 . 6 5 . 8 4 . 1 3 . 2 2 . 1 1 . 4 3. 2 3 . 4 3 . 9 4. 4 4. 6 4 . 3 3 . 9 2 . 8 2 . 0 1 . 4 3. 0 3 . 3 3 . 7 4 . 1 4 . 6 4 . 3 3 . 5 2 . 8 2 . 0 1 . 4 2. 8 3 . 1 3 . 9 4. 4 4 . 7 4. 3 3 . 9 2 . 8 2 . 0 1 . 4 2. 7 3 . 2 4 . 0 5 . 1 6 . 7 5 . 8 4 . 1 3 . 2 2 . 1 1 . 4 2. 7 3 . 3 4 . 1 6 . 3 9 . 3 7. 5 4. 6 3 . 2 2 . 1 1 . 4 2. 7 3 . 2 4 . 0 5 . 2 7. 4 6. 3 4 . 3 3 . 2 2 . 1 1 . 4 2. 8 3 . 2 4 . 0 4. 4 5. 1 4 . 6 4 . 0 2 . 9 2 . 0 1 . 4 3. 1 3 . 3 3 . 7 4. 4 5. 0 4 . 6 3 . 6 2 . 8 2 . 0 1 . 4 3. 3 3 . 4 4 . 1 4. 4 5. 1 4. 5 3. 8 2 . 8 2 . 0 1 . 3 3. 5 3 . 5 4 . 0 5 . 1 7 . 3 6 . 1 4 . 0 3 . 0 1 . 9 1 . 3 3. 4 3 . 5 3 . 9 5 . 8 8 . 9 7 . 0 4 . 1 2 . 8 1 . 8 1 . 2 3. 1 3 . 1 3 . 5 4. 4 5. 6 4. 7 3. 3 2 . 5 1 . 6 1 . 1 2. 6 2 . 5 2 . 8 3 . 2 3 . 2 2 . 9 2 . 7 1 . 8 1 . 3 0 . 9 2. 0 2 . 0 2 . 1 2 . 2 2 . 3 2 . 1 1 . 8 1 . 4 1 . 0 1. 4 1 . 4 1 . 5 1 . 6 1 . 5 1 . 4 1 . 2 1 . 0 1. 0 1 . 0 1 . 0 1 . 0 1 . 0 0 . 9 0 . 8 0. 7 0 . 7 0 . 7 0 . 7 0 . 7 0 . 6 6. 6 3 . 2 1 . 9 1. 4 1. 2 1 . 0 11 . 3 4. 7 2. 8 2 . 0 1. 7 1 . 5 14 . 0 5 . 9 3 . 5 2 . 7 2 . 3 2 . 2 13 . 5 6 . 3 4 . 2 3 . 4 3 . 0 3 . 0 10 . 8 6 . 6 5 . 0 4. 1 4 . 1 4. 0 8. 5 6 . 9 5. 4 4. 9 4. 7 5 . 4 4. 6 5. 7 6. 7 7. 4 9. 7 9 . 3 6 . 2 5. 4 5. 0 6 . 8 3. 1 3 . 9 5. 1 6. 2 9 . 1 9 . 0 6 . 1 5 . 2 4 . 9 5. 5 2. 4 3 . 1 4 . 2 4 . 9 6 . 0 6 . 1 5 . 2 4 . 8 4. 4 4. 3 2. 0 2 . 7 3 . 5 4. 4 5. 0 5. 1 4. 7 4. 1 3. 7 3 . 4 1. 8 2 . 5 3 . 3 4 . 3 4 . 8 4 . 9 4 . 6 3 . 8 3 . 3 2 . 9 1. 7 2. 5 3 . 6 4. 4 5. 6 5. 7 4. 6 4 . 0 3 . 0 2 . 4 1. 7 2. 4 3 . 7 5. 1 8. 4 8 . 5 5 . 2 3 . 9 2 . 8 2 . 1 1. 7 2. 4 3 . 7 5 . 0 8 . 0 8 . 1 5. 1 3. 8 2 . 6 1 . 9 1. 6 2 . 3 3 . 4 4 . 3 5. 5 5 . 5 4. 3 3 . 6 2 . 5 1 . 8 1. 6 2 . 3 3 . 1 4. 1 5. 0 5 . 0 4 . 2 3 . 2 2 . 4 1. 7 1. 5 2. 2 3 . 1 4. 1 4. 8 4 . 9 4. 1 3. 2 2 . 3 1. 5 1. 4 2. 1 3 . 4 4 . 6 6 . 8 6 . 8 4 . 6 3 . 4 2 . 2 1. 5 1. 3 2 . 0 3 . 1 4. 4 8. 4 8 . 4 4. 4 3. 1 2 . 0 1. 4 1. 2 1. 7 2. 8 3 . 7 5. 4 5 . 4 3. 8 2 . 9 1 . 8 1 . 2 0. 9 1. 4 2. 0 2 . 8 2 . 9 2 . 9 2 . 8 2 . 0 1. 4 1. 0 1. 0 1. 4 1. 8 2 . 0 2 . 1 1 . 8 1. 5 1 . 1 0. 8 1. 0 1 . 2 1 . 3 1 . 3 1 . 2 1 . 0 0 . 8 0 . 6 0. 7 0 . 8 0 . 8 0 . 8 0 . 7 0 . 5 0 . 4 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 20 . 3 5. 4 13 . 8 14 . 4 6. 6 3 . 2 1 . 9 1. 4 1. 2 1 . 0 28 . 4 9 . 8 2 9 . 6 3 0 . 5 1 1 . 3 4. 7 2. 8 2 . 0 1. 7 1 . 5 9. 9 1 8 . 3 2 1 . 0 2 1 . 2 2 0 . 5 2 0 . 2 2 8 . 2 3 9 . 2 3 7 . 6 1 4 . 0 5 . 9 3 . 5 2 . 7 2 . 3 2 . 2 11 . 8 2 2 . 4 2 5 . 4 2 5 . 3 2 5 . 2 2 8 . 7 3 9 . 0 3 8 . 8 3 5 . 0 1 3 . 5 6 . 3 4 . 2 3 . 4 3 . 0 3 . 0 5. 3 8 . 7 1 0 . 5 1 1 . 3 1 2 . 6 1 9 . 1 2 5 . 9 2 4 . 2 2 1 . 2 1 0 . 8 6 . 6 5 . 0 4. 1 4 . 1 4. 0 2. 3 3 . 4 4 . 3 5. 1 6. 3 8 . 8 1 0 . 9 1 1 . 3 1 0 . 3 8 . 5 6 . 9 5. 4 4. 9 4. 7 5 . 4 1. 2 1. 7 2. 2 2 . 8 3 . 6 4 . 6 5. 7 6. 7 7. 4 9. 7 9 . 3 6 . 2 5. 4 5. 0 6 . 8 3. 1 3 . 9 5. 1 6. 2 9 . 1 9 . 0 6 . 1 5 . 2 4 . 9 5. 5 2. 4 3 . 1 4 . 2 4 . 9 6 . 0 6 . 1 5 . 2 4 . 8 4. 4 4. 3 2. 0 2 . 7 3 . 5 4. 4 5. 0 5. 1 4. 7 4. 1 3. 7 3 . 4 1. 8 2 . 5 3 . 3 4 . 3 4 . 8 4 . 9 4 . 6 3 . 8 3 . 3 2 . 9 1. 7 2. 5 3 . 6 4. 4 5. 6 5. 7 4. 6 4 . 0 3 . 0 2 . 4 1. 7 2. 4 3 . 7 5. 1 8. 4 8 . 5 5 . 2 3 . 9 2 . 8 2 . 1 1. 7 2. 4 3 . 7 5 . 0 8 . 0 8 . 1 5. 1 3. 8 2 . 6 1 . 9 1. 6 2 . 3 3 . 4 4 . 3 5. 5 5 . 5 4. 3 3 . 6 2 . 5 1 . 8 1. 6 2 . 3 3 . 1 4. 1 5. 0 5 . 0 4 . 2 3 . 2 2 . 4 1. 7 1. 5 2. 2 3 . 1 4. 1 4. 8 4 . 9 4. 1 3. 2 2 . 3 1. 5 1. 4 2. 1 3 . 4 4 . 6 6 . 8 6 . 8 4 . 6 3 . 4 2 . 2 1. 5 1. 3 2 . 0 3 . 1 4. 4 8. 4 8 . 4 4. 4 3. 1 2 . 0 1. 4 1. 2 1. 7 2. 8 3 . 7 5. 4 5 . 4 3. 8 2 . 9 1 . 8 1 . 2 0. 9 1. 4 2. 0 2 . 8 2 . 9 2 . 9 2 . 8 2 . 0 1. 4 1. 0 1. 0 1. 4 1. 8 2 . 0 2 . 1 1 . 8 1. 5 1 . 1 0. 8 1. 0 1 . 2 1 . 3 1 . 3 1 . 2 1 . 0 0 . 8 0 . 6 0. 7 0 . 8 0 . 8 0 . 8 0 . 7 0 . 5 0 . 4 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 K4 0 MH : 6 8 . 1 2 4 K4 0 MH : 6 8 . 1 2 4 K4 0 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 K4 0 MH : 6 2 . 4 1 6 K4 0 MH : 6 2 . 4 1 6 K4 0 MH : 6 2 . 4 1 6 RX 7 MH : 6 2 . 4 1 6 RX 7 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 RX 7 MH : 6 8 . 1 2 4 K4 0 MH : 5 8 . 1 0 9 K4 0 MH : 5 9 . 9 2 8 K4 0 MH : 6 1 . 7 5 1 K4 0 MH : 6 3 . 2 9 3 K4 0 MH : 6 5 . 6 8 9 K4 0 MH : 6 8 . 0 7 1 0.7 1.1 1.5 2.6 3.5 6.0 7.8 5.0 2.9 2.1 1.4 1.0 0.8 1.1 1.7 2.7 3.7 6.0 7.6 5.1 3.0 2.2 1.5 1.0 0.8 1.1 1.7 2.4 3.4 4.3 4.6 3.9 3.2 2.1 1.5 1.0 0.8 1.1 1.6 2.3 2.8 3.8 3.8 3.4 2.6 2.0 1.5 1.0 0.8 1.1 1.6 2.1 2.7 3.2 3.1 2.9 2.5 1.9 1.4 1.0 0.8 1.2 1.6 2.1 2.8 3.3 3.4 3.1 2.6 2.0 1.5 1.1 0.8 1.2 1.7 2.4 3.0 4.0 4.2 3.7 2.9 2.1 1.6 1.1 0.9 1.3 1.8 2.8 3.8 6.0 7.3 5.3 3.1 2.4 1.7 1.2 0.9 1.3 1.8 2.9 4.0 6.9 8.9 5.9 3.3 2.5 1.7 1.2 0.9 1.3 1.8 2.6 3.5 4.8 5.2 4.7 3.4 2.3 1.7 1.2 0.8 1.2 1.7 2.4 3.1 4.1 4.1 4.1 3.1 2.2 1.7 1.2 0.8 1.2 1.6 2.2 2.8 3.3 3.4 3.3 2.9 2.1 1.6 1.2 0.8 1.2 1.6 2.2 2.8 3.4 3.5 3.4 2.9 2.4 1.6 1.3 0.8 1.2 1.7 2.3 3.0 3.8 4.1 3.7 3.3 2.6 1.8 1.3 0.8 1.3 1.8 2.7 3.6 5.5 6.7 4.9 3.4 2.8 2.3 1.5 0.8 1.3 1.8 2.9 4.1 7.0 8.9 6.0 3.7 3.0 2.4 1.6 0.8 1.2 1.8 2.6 3.5 5.0 6.3 4.9 3.8 2.9 2.5 2.2 0.8 1.2 1.7 2.4 3.3 3.9 4.1 4.1 3.4 2.9 2.5 2.3 1.01.41.9 2.5 3.1 3.6 3.8 3.4 3.2 2.7 2.5 2.4 1.01.52.0 2.9 3.8 5.25.44.2 3.4 2.6 2.3 2.1 1.01.52.0 3.1 4.3 7.6 8.3 4.9 3.4 2.6 2.2 1.9 1.0 1.5 2.1 3.34.46.7 7.2 4.8 3.6 2.5 2.1 1.8 1.0 1.4 2.0 2.8 3.94.54.6 4.0 3.1 2.4 1.9 1.6 0.9 1.3 1.8 2.5 3.1 3.6 3.7 3.3 2.8 2.2 1.7 1.5 0.9 1.3 1.8 2.3 2.9 3.3 3.3 3.0 2.5 2.0 1.61.4 0.9 1.3 1.8 2.3 3.0 3.2 3.3 3.1 2.6 2.0 1.6 1.3 0.91.41.8 2.7 3.4 4.24.43.7 2.9 2.1 1.6 1.3 1.0 1.4 1.9 2.9 4.1 6.97.4 4.43.0 2.2 1.7 1.3 1.0 1.4 2.0 3.24.47.27.54.6 3.3 2.2 1.7 1.2 0.91.42.0 2.8 3.7 5.0 5.0 3.8 3.1 2.2 1.6 1.2 0.9 1.3 1.9 2.6 3.3 4.04.13.4 2.8 2.11.51.2 0.9 1.3 1.8 2.4 2.9 3.3 3.4 3.1 2.5 2.01.5 1.1 0.9 1.3 1.8 2.4 3.1 3.3 3.3 3.2 2.6 2.0 1.6 1.2 1.0 1.4 1.9 2.7 3.3 4.1 4.2 3.6 3.0 2.2 1.8 1.3 1.0 1.5 2.1 3.1 4.2 6.8 7.14.53.3 2.5 2.0 1.5 1.11.6 2.2 3.44.77.8 8.45.13.7 2.7 2.3 1.8 FIRE PUMP ROOM EM EM 5H1-1 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Elec_Level 6a_Floor Illuminance Fc 24.89 32.4 16.3 1.53 1.99 Elec_Level 6b_Floor Illuminance Fc 23.05 25.4 19.8 1.16 1.28 Level 2_Lower Landing to 3_1_1_ 1_1_1_Top Illuminance Fc 3.49 23.5 0.0 N.A. N.A. Level 2_Slope to 3_5_Top Illuminance Fc 2.80 8.4 0.9 3.11 9.33 Level 2_Slope to 3_7_3_Top Illuminance Fc 2.70 8.9 0.7 3.86 12.71 Level 2_Upper Landing to 3_1_1_ 1_1_1_Top Illuminance Fc 6.15 39.2 0.3 20.50 130.67 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 2 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 63.6 10 RXT-P-D-FF-07L40-4 Single RXT-P-D-FF-07L40-4 RX7 0.850 2869 30.932 309.32 12 HPG14-www-xx-5W-CP-40L-40K8-D Single HPG14-www-xx-5W-CP-40L-40K8- DIM1-yyy-zzzz K40 0.850 6075 45 540 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 14 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 433.048 4 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 127.2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landing _2_1_Top Illuminance Fc 18.95 20.1 17.8 1.06 1.13 Level_2_Top Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2_Top_1 Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2a_Top Illuminance Fc 17.35 21.8 12.4 1.40 1.76 Level_2b_1_Top Illuminance Fc 15.83 34.8 2.3 6.88 15.13 Stair Tread_4_1_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_2_1_Top_1 Illuminance Fc 20.00 20.0 20.0 1.00 1.00 Stair Tread_4_3_1_Top_1 Illuminance Fc 18.60 18.6 18.6 1.00 1.00 Stair Tread_4_4_1_Top_1 Illuminance Fc 20.70 20.7 20.7 1.00 1.00 Stair Tread_4_5_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_6_1_1_Top_1 Illuminance Fc 19.10 19.1 19.1 1.00 1.00 Stair Tread_4_6_2_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_3_1_Top_1 Illuminance Fc 19.80 19.8 19.8 1.00 1.00 Stair Tread_4_6_4_1_Top_1 Illuminance Fc 18.90 18.9 18.9 1.00 1.00 Stair Tread_4_6_5_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_6_1_Top_1 Illuminance Fc 19.60 19.6 19.6 1.00 1.00 Stair Tread_4_6_7_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_8_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_9_Top_1 Illuminance Fc 20.90 20.9 20.9 1.00 1.00 Stair Tread_4_7_Top_1 Illuminance Fc 17.70 17.7 17.7 1.00 1.00 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 4 3   p .   m . LEVEL 6 - PHOTOMETRIC PLAN E2.07A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 6 - PHOTOMETRIC PLAN1 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set RT 1 MH : 8 3 . 4 7 D8 W MH : 6 8 . 1 2 4 D8 W MH : 6 8 . 1 2 4 D8 W MH : 6 8 . 1 2 4 0. 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 0 0 . 4 0 . 4 0. 5 0. 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0. 7 0 . 7 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 0 . 5 0 . 4 0 . 4 1. 0 0 . 9 0 . 9 0 . 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 5 1. 3 1 . 3 1 . 3 1 . 2 1. 1 0. 9 0 . 8 0 . 7 0 . 6 0 . 5 1. 8 1 . 8 1 . 8 1 . 6 1. 4 1. 2 1 . 0 0 . 8 0 . 7 0 . 5 2. 6 2 . 5 2 . 4 2 . 2 1 . 9 1 . 6 1 . 2 1 . 0 0 . 8 0 . 6 3. 4 3 . 4 3 . 2 2 . 9 2 . 4 1 . 9 1. 5 1. 2 0 . 9 0 . 7 4. 4 4. 3 4. 1 3. 6 3 . 0 2 . 3 1 . 8 1 . 3 1 . 0 0 . 7 5. 2 5 . 3 4 . 9 4 . 2 3 . 5 2 . 7 2 . 0 1. 5 1 . 1 0. 8 5. 5 5 . 5 5. 6 4. 7 3. 8 2 . 9 2 . 1 1. 5 1 . 1 0. 8 5. 5 5 . 7 5 . 4 4. 9 3 . 9 3 . 0 2 . 2 1 . 6 1. 1 0. 8 5. 2 5 . 6 5 . 3 4 . 9 3 . 8 3 . 0 2 . 2 1. 5 1 . 1 0. 8 5. 5 5 . 7 5 . 4 4. 9 3 . 9 3 . 0 2 . 2 1 . 6 1. 1 0. 8 5. 6 5 . 6 5 . 6 4. 7 3. 8 2 . 9 2 . 1 1. 5 1 . 1 0. 8 5. 2 5. 4 5. 0 4 . 3 3 . 5 2 . 7 2 . 0 1. 5 1 . 1 0. 8 4. 5 4 . 4 4. 2 3 . 7 3 . 1 2 . 4 1 . 8 1 . 3 1 . 0 0 . 7 3. 5 3 . 5 3 . 3 3 . 0 2 . 4 2 . 0 1. 5 1. 2 0 . 9 0 . 7 2. 6 2 . 6 2 . 5 2 . 2 1 . 9 1 . 6 1 . 3 1 . 0 0 . 8 0 . 6 1. 9 1 . 9 1 . 8 1. 7 1 . 5 1. 2 1 . 0 0 . 8 0 . 6 0 . 5 1. 4 1 . 4 1. 3 1 . 2 1. 1 1. 0 0 . 8 0 . 7 0 . 5 0 . 4 1. 0 1 . 0 0 . 9 0 . 9 0 . 8 0 . 7 0 . 6 0 . 5 0 . 4 0. 7 0 . 7 0 . 7 0 . 7 0 . 6 0 . 6 0 . 5 0 . 4 0. 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0. 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0. 7 0 . 7 0 . 7 0 . 6 0 . 5 0 . 4 1. 2 1 . 2 1. 1 0. 9 0 . 7 0 . 6 1. 7 1 . 7 1. 6 1 . 3 1 . 0 0 . 8 2. 8 2 . 8 2 . 5 1 . 8 1. 4 1. 0 4. 2 4 . 2 3 . 2 2 . 6 1 . 8 1 . 3 1. 3 1 . 9 3 . 0 4 . 2 7 . 3 7. 4 4. 3 3 . 1 2 . 1 1. 5 1. 4 2. 1 3 . 2 4. 5 7 . 5 7. 6 4 . 6 3 . 4 2 . 3 1 . 8 1. 5 2. 1 3 . 2 3 . 9 5. 1 5. 2 4. 1 3. 5 2 . 5 2 . 0 1. 5 2. 2 3 . 0 3 . 9 4. 5 4. 6 4. 1 3. 4 2 . 8 2 . 2 1. 5 2. 2 3 . 0 4. 1 4. 6 4 . 8 4. 4 3. 6 3 . 1 2 . 7 1. 6 2 . 4 3 . 5 4. 4 5. 6 5 . 8 4 . 9 4. 4 3. 7 3 . 4 1. 7 2. 5 3 . 7 5 . 2 8 . 6 8 . 8 5 . 9 5 . 0 4. 4 4 . 5 1. 7 2. 5 3 . 8 5 . 3 8 . 5 8 . 7 6 . 3 5 . 6 5. 4 6. 2 1. 7 2. 5 3 . 7 4. 7 6. 1 6 . 5 5 . 9 6 . 0 6 . 5 8 . 3 1. 7 2. 5 3 . 5 4 . 6 5 . 8 6 . 3 6 . 0 6 . 3 7 . 6 1 0 . 8 1. 6 2 . 4 3 . 5 4. 7 5 . 7 6. 2 6 . 3 6 . 8 8 . 5 1 3 . 0 1. 6 2 . 4 3 . 8 5 . 2 7. 7 8. 3 7 . 0 7. 4 9. 3 1 4 . 8 1. 5 2. 3 3 . 5 5 . 0 9 . 3 9 . 9 6 . 9 7 . 2 9 . 3 15 . 1 1. 3 2 . 0 3 . 3 4. 4 6. 3 6 . 9 6 . 2 6 . 9 8 . 8 1 4 . 3 1. 1 1 . 7 2. 4 3 . 4 3 . 9 4. 4 5. 0 5 . 6 7 . 6 1 2 . 2 1. 3 1 . 8 2 . 3 2 . 9 3 . 3 3 . 7 4 . 6 6 . 2 9 . 7 1. 3 1. 7 2. 1 2 . 4 2 . 9 3 . 5 4. 7 6. 9 1. 2 1. 4 1 . 7 2. 1 2 . 6 3 . 3 4. 5 1. 0 1 . 2 1. 4 1. 8 2 . 2 2 . 8 K4 0 MH : 6 8 . 1 2 4 K4 0 MH : 6 8 . 1 2 4 K4 0 MH : 6 8 . 1 2 4 3.6 6.1 10.1 14.7 18.8 21.8 22.2 21.3 17.7 13.6 9.3 6.1 4.2 8.1 15.8 26.0 33.9 41.0 40.6 39.8 30.9 22.8 12.9 7.0 4.4 9.1 20.1 33.9 43.3 55.6 52.8 53.4 38.3 29.2 15.3 7.4 4.0 8.7 20.2 35.5 45.6 59.0 55.4 56.7 40.2 30.1 14.9 6.8 3.3 6.8 14.7 27.1 36.6 44.6 43.4 42.9 32.7 22.7 11.2 5.5 2.4 4.4 7.9 12.3 16.3 19.0 19.4 18.4 14.9 10.8 6.6 3.9 1.7 2.6 4.0 5.6 6.9 8.0 8.2 7.8 6.6 5.2 3.8 2.7 1.1 1.6 2.2 2.8 3.3 3.7 3.9 3.7 3.3 2.9 2.4 1.9 0.8 1.1 1.4 1.7 1.9 2.1 2.2 2.2 2.1 2.0 1.8 1.6 0.6 0.8 1.0 1.2 1.3 1.5 1.6 1.7 1.7 1.7 1.7 1.6 0.5 0.7 0.8 1.0 1.1 1.3 1.5 1.6 1.7 1.8 1.8 1.8 0.5 0.6 0.7 0.9 1.1 1.3 1.6 1.8 2.0 2.1 2.2 2.2 0.5 0.6 0.7 0.9 1.2 1.4 1.8 2.1 2.5 2.7 2.8 2.8 0.4 0.6 0.7 1.0 1.3 1.6 2.0 2.6 3.0 3.3 3.5 3.5 0.4 0.6 0.8 1.0 1.3 1.8 2.4 3.0 3.6 4.1 4.4 4.4 0.4 0.6 0.8 1.1 1.4 1.9 2.6 3.4 4.1 4.8 5.1 4.9 0.4 0.6 0.8 1.1 1.5 2.0 2.8 3.6 4.5 5.2 5.3 5.4 0.4 0.6 0.8 1.1 1.5 2.1 2.8 3.7 4.7 5.2 5.6 5.2 WP WP Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Level 2_Lower Landing to 3_1_1_ 1_1_1_1_Top Illuminance Fc 1.86 5.7 0.0 N.A. N.A. Level 2_Slope to 3_7_4_Top Illuminance Fc 9.03 59.0 0.4 22.58 147.50 Level 2_Upper Landing to 3_1_1_ 1_1_1_Top Illuminance Fc 3.41 15.1 0.2 17.05 75.50 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 1 TT-D4-740-U-WQ 4 @ 90 Degrees TT-D4-740-U-WQ RT1 0.900 7569 57.6 230.4 3 TT-D8-740-U-WQ Single TT-D8-740-U-WQ D8W 0.850 17562 148.7 446.1 3 HPG14-www-xx-5W-CP-40L-40K8-D Single HPG14-www-xx-5W-CP-40L-40K8- DIM1-yyy-zzzz K40 0.850 6075 45 135 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 14 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 433.048 4 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 127.2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landing _2_1_Top Illuminance Fc 18.95 20.1 17.8 1.06 1.13 Level_2_Top Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2_Top_1 Illuminance Fc 22.25 26.8 17.2 1.29 1.56 Level_2a_Top Illuminance Fc 17.35 21.8 12.4 1.40 1.76 Level_2b_1_Top Illuminance Fc 15.83 34.8 2.3 6.88 15.13 Stair Tread_4_1_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_2_1_Top_1 Illuminance Fc 20.00 20.0 20.0 1.00 1.00 Stair Tread_4_3_1_Top_1 Illuminance Fc 18.60 18.6 18.6 1.00 1.00 Stair Tread_4_4_1_Top_1 Illuminance Fc 20.70 20.7 20.7 1.00 1.00 Stair Tread_4_5_1_Top_1 Illuminance Fc 20.20 20.2 20.2 1.00 1.00 Stair Tread_4_6_1_1_Top_1 Illuminance Fc 19.10 19.1 19.1 1.00 1.00 Stair Tread_4_6_2_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_3_1_Top_1 Illuminance Fc 19.80 19.8 19.8 1.00 1.00 Stair Tread_4_6_4_1_Top_1 Illuminance Fc 18.90 18.9 18.9 1.00 1.00 Stair Tread_4_6_5_1_Top_1 Illuminance Fc 20.50 20.5 20.5 1.00 1.00 Stair Tread_4_6_6_1_Top_1 Illuminance Fc 19.60 19.6 19.6 1.00 1.00 Stair Tread_4_6_7_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_8_1_Top_1 Illuminance Fc 18.50 18.5 18.5 1.00 1.00 Stair Tread_4_6_9_Top_1 Illuminance Fc 20.90 20.9 20.9 1.00 1.00 Stair Tread_4_7_Top_1 Illuminance Fc 17.70 17.7 17.7 1.00 1.00 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 4 4   p .   m . LEVEL 6.5 - PHOTOMETRIC PLAN E2.07B PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 6.5 - PHOTOMETRIC PLAN1 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set PP EMEM 5EH1-7 ST1 5EH1-7 ST1 5EH1-5 ST1 5EH1-5 ST1 EM EM 5H1-7 (5RP7) RT1 5H1-7 (5RP7) RT1 5EH1-5 X1 5EH1-7 X1 5H1-7 (5RP7) RT1 5H1-7 (5RP7) RT1 5H1-7 (5RP7) RT1 5H1-7 (5RP7) RT1 5H1-7 (5RP7) RT1 5H1-7 (5RP7) RT1 5EH1-7 X1 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L EM EM EM 5EH1-11 RX7 5EH1-11 RX7 5EH1-11 RX7 WP WP L2 L2 BEP BEP EM EM L1 L2 5H1-3 5H1-3 5H1-3 LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 4 5   p .   m . LEVEL 7 - PARKING LIGHTING PLAN E2.08 PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 7 - PARKING LIGHTING PLAN1 LIGHTING GENERAL SHEET NOTES 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR ALL FIXTURE LOCATIONS WITHIN A CEILING OR CEILING GRID. FOR AREAS WITHOUT CEILINGS, FIXTURE LOCATIONS ARE DIAGRAMMATIC. THE INTENT IS TO ALIGN, CENTER, OR SPACE FIXTURES BETWEEN ARCHITECTURAL AND STRUCTURAL ELEMENTS. COORDINATE WITH PAINTING CONTRACTOR FOR PAINTING OF EXPOSED RACEWAY. 2. FIELD VERIFY EXACT FIXTURE LENGTHS FOR CONTINUOUS ILLUMINATION FOR COVES AND LINEAR RUNS. PROVIDE CONTINUOUS ILLUMINATION WITH NO MORE THAN A 1" GAP BETWEEN THE END OF THE EDGE OF THE WALL / CEILING AND THE FIXTURE. 3. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURES WITHIN MECHANICAL ROOMS. 4. ALL ROOM CONTROLLERS AND/OR POWER PACKS SHALL BE INSTALLED IN THE CEILING SPACE DIRECTLY ABOVE THE ENTRY DOOR TO THE SPACE IT IS CONTROLLING. 5. PROVIDE 0-10V DIMMING CONDUCTORS FOR ALL AREAS AND/OR ROOMS WHERE 0-10V DIMMING IS INDICATED BY THE RELAY PANEL SCHEDULE AND/OR WALL STATION CONTROL SEQUENCE. 6. SUBSCRIPT ADJACENT TO LIGHT FIXTURE INDICATES CONTROLS, PROVIDE LIGHTING CONTROLS WITH THE REQUIRED NUMBER OF RELAY/DIMMERS. PROVIDE ADDITIONAL RELAY/DIMMERS FOR DAYLIGHT ZONES AS REQUIRED. LIGHTING SENSOR GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS. 2. EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST. 3. UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE-FREE INSTALLATION. 4. THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM. 5. PROVIDE DAYLIGHT ZONE CONTROL REQUIREMENTS PER CURRENT IECC REQUIREMENTS. LOCATE DAYLIGHT SENSOR(S) PER MANUFACTURER'S RECOMMENDATION AND WHERE REQUIRED WITHIN THE ROOM FOR PROPER COVERAGE. SHEET KEYNOTES L1 ELEVATOR PIT LIGHT. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. L2 ELEVATOR PIT LIGHT SWITCH. COORDINATE MOUNTING LOCATION W/ELEVATOR INSTALLER. NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set RT 1 MH : 8 1 . 4 1 7 RT 1 MH : 8 7 . 3 3 9 D8 W MH : 6 8 . 1 2 4 D8 W MH : 6 8 . 1 2 4 D8 W MH : 6 8 . 1 2 4 0. 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 0 0 . 3 0 . 3 0. 5 0. 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0. 7 0 . 7 0 . 6 0 . 6 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0. 9 0 . 9 0 . 9 0 . 8 0 . 7 0 . 6 0 . 6 0 . 5 0 . 4 0 . 4 1. 3 1 . 2 1 . 2 1 . 1 1 . 0 0 . 8 0 . 7 0 . 6 0 . 5 0 . 5 1. 8 1 . 8 1 . 7 1 . 5 1 . 3 1 . 1 0 . 9 0 . 7 0 . 6 0 . 5 2. 6 2 . 5 2 . 4 2 . 1 1 . 8 1 . 4 1 . 1 0 . 9 0 . 7 0 . 5 3. 7 3 . 6 3 . 3 2 . 9 2 . 3 1 . 8 1 . 4 1 . 0 0 . 8 0 . 6 4. 9 4 . 8 4. 5 3. 9 3 . 0 2 . 3 1 . 7 1 . 2 0 . 9 0 . 6 6. 2 6 . 2 5 . 6 4. 7 3. 7 2 . 6 1 . 9 1 . 3 0 . 9 0 . 7 6. 8 7 . 0 6 . 5 5 . 3 4 . 1 2 . 9 2 . 0 1 . 4 1 . 0 0 . 7 7. 1 7 . 1 6 . 8 5 . 6 4 . 2 3 . 0 2 . 1 1 . 5 1 . 0 0 . 7 6. 5 7 . 0 6 . 5 5. 5 4. 2 3 . 0 2 . 1 1 . 5 1 . 0 0 . 7 7. 0 7 . 1 6 . 8 5 . 6 4 . 2 3 . 0 2 . 1 1 . 5 1 . 0 0 . 7 6. 9 7 . 0 6 . 6 5 . 3 4 . 1 2 . 9 2 . 1 1 . 4 1 . 0 0 . 7 6. 4 6 . 3 5. 7 4. 8 3 . 7 2 . 7 1 . 9 1 . 3 1 . 0 0 . 7 5. 0 4 . 9 4 . 6 4 . 0 3 . 0 2 . 3 1 . 7 1 . 2 0 . 9 0 . 6 3. 8 3 . 7 3 . 4 2 . 9 2 . 4 1 . 9 1 . 4 1 . 1 0 . 8 0 . 6 2. 6 2 . 6 2 . 5 2 . 2 1 . 8 1 . 5 1 . 2 0 . 9 0 . 7 0 . 5 1. 9 1 . 9 1 . 7 1 . 6 1 . 4 1 . 1 0 . 9 0 . 7 0 . 6 0 . 4 1. 3 1 . 3 1 . 2 1 . 1 1 . 0 0 . 9 0 . 7 0 . 6 0 . 5 0 . 4 1. 0 0 . 9 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 5 0 . 4 0. 7 0 . 7 0 . 7 0 . 6 0 . 6 0 . 5 0 . 4 0 . 4 0. 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0. 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0. 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0. 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0. 8 0 . 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 9 0. 9 0 . 9 1 . 0 1. 1 1. 2 1 . 2 1 . 2 1. 0 1 . 2 1. 4 1 . 5 1 . 7 1 . 7 1 . 7 1. 0 1 . 0 1. 1 1. 3 1. 5 1. 8 2 . 1 2 . 4 2 . 5 2 . 5 0. 7 1 . 0 1 . 2 1. 5 1. 9 2 . 4 3 . 0 3 . 4 3 . 6 3 . 6 0. 7 1 . 0 1 . 3 1 . 8 2 . 4 3 . 1 4 . 0 4 . 6 4 . 8 4 . 8 0. 7 1 . 0 1. 4 2. 0 2 . 8 3 . 9 4 . 9 5. 7 6. 2 6 . 2 0. 7 1. 1 1 . 5 2. 2 3 . 1 4 . 3 5. 5 6. 7 7 . 0 6 . 8 0. 8 1. 1 1. 6 2 . 3 3 . 2 4. 5 5. 8 6 . 9 7 . 2 7 . 0 0. 8 1. 1 1 . 5 2. 2 3 . 3 4. 4 5. 8 6 . 6 7. 1 6. 5 0. 8 1. 1 1. 6 2 . 2 3 . 2 4. 5 5. 9 6 . 8 7 . 2 6 . 9 0. 7 1 . 0 1. 5 2. 2 3 . 1 4 . 3 5 . 6 6 . 8 7 . 0 6 . 9 0. 7 1 . 0 1. 4 2. 0 2 . 8 3 . 9 5 . 0 5 . 9 6 . 4 6 . 4 0. 7 0 . 9 1 . 3 1 . 8 2 . 4 3 . 2 4. 1 4. 7 5. 0 5 . 0 0. 6 0 . 8 1. 1 1 . 5 2. 0 2 . 5 3 . 1 3 . 5 3 . 7 3 . 8 0. 5 0 . 7 0 . 9 1 . 2 1. 5 1. 9 2 . 2 2 . 5 2 . 6 2 . 6 0. 5 0 . 6 0 . 7 0 . 9 1 . 2 1. 4 1. 6 1. 7 1. 8 1 . 8 0. 4 0 . 5 0 . 6 0 . 7 0 . 9 1 . 0 1. 1 1. 2 1 . 2 1 . 3 0. 4 0 . 5 0 . 6 0 . 6 0 . 7 0 . 8 0 . 8 0 . 9 0 . 9 0. 4 0 . 4 0 . 5 0 . 5 0 . 6 0 . 6 0 . 6 0 . 6 0. 3 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0. 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 2 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 0. 3 1. 1 0. 7 0 . 5 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 9. 3 1 6 . 4 1 8 . 3 17 . 5 14 . 3 5 . 9 2 . 0 0 . 9 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 0 . 6 10 . 9 1 9 . 7 2 1 . 8 2 0 . 7 1 7 . 2 6 . 9 2 . 2 1 . 0 0 . 8 0 . 7 0 . 8 0 . 8 0 . 8 0 . 8 0 . 9 4. 6 6 . 9 7 . 9 7. 7 6. 2 3 . 5 1. 7 1. 0 0 . 9 0 . 9 1 . 0 1. 1 1. 2 1 . 2 1 . 2 1. 6 2 . 1 2 . 4 2 . 6 2 . 2 1 . 6 1 . 2 1 . 0 1 . 0 1 . 2 1. 4 1 . 5 1 . 7 1 . 7 1 . 7 0. 8 1 . 0 1. 1 1 . 1 0. 9 1 . 0 1 . 0 1. 1 1. 3 1. 5 1. 8 2 . 1 2 . 4 2 . 5 2 . 5 0. 7 1 . 0 1 . 2 1. 5 1. 9 2 . 4 3 . 0 3 . 4 3 . 6 3 . 6 0. 7 1 . 0 1 . 3 1 . 8 2 . 4 3 . 1 4 . 0 4 . 6 4 . 8 4 . 8 0. 7 1 . 0 1. 4 2. 0 2 . 8 3 . 9 4 . 9 5. 7 6. 2 6 . 2 0. 7 1. 1 1 . 5 2. 2 3 . 1 4 . 3 5. 5 6. 7 7 . 0 6 . 8 0. 8 1. 1 1. 6 2 . 3 3 . 2 4. 5 5. 8 6 . 9 7 . 2 7 . 0 0. 8 1. 1 1 . 5 2. 2 3 . 3 4. 4 5. 8 6 . 6 7. 1 6. 5 0. 8 1. 1 1. 6 2 . 2 3 . 2 4. 5 5. 9 6 . 8 7 . 2 6 . 9 0. 7 1 . 0 1. 5 2. 2 3 . 1 4 . 3 5 . 6 6 . 8 7 . 0 6 . 9 0. 7 1 . 0 1. 4 2. 0 2 . 8 3 . 9 5 . 0 5 . 9 6 . 4 6 . 4 0. 7 0 . 9 1 . 3 1 . 8 2 . 4 3 . 2 4. 1 4. 7 5. 0 5 . 0 0. 6 0 . 8 1. 1 1 . 5 2. 0 2 . 5 3 . 1 3 . 5 3 . 7 3 . 8 0. 5 0 . 7 0 . 9 1 . 2 1. 5 1. 9 2 . 2 2 . 5 2 . 6 2 . 6 0. 5 0 . 6 0 . 7 0 . 9 1 . 2 1. 4 1. 6 1. 7 1. 8 1 . 8 0. 4 0 . 5 0 . 6 0 . 7 0 . 9 1 . 0 1. 1 1. 2 1 . 2 1 . 3 0. 4 0 . 5 0 . 6 0 . 6 0 . 7 0 . 8 0 . 8 0 . 9 0 . 9 0. 4 0 . 4 0 . 5 0 . 5 0 . 6 0 . 6 0 . 6 0 . 6 0. 3 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 4 0. 3 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 6. 7 7 . 2 6 . 8 6 . 0 7. 1 7 . 0 7 . 1 5 . 9 6. 5 6 . 8 6 . 3 5 . 3 5. 4 5. 3 5 . 1 4. 5 4. 1 4 . 1 3 . 9 3 . 4 2. 9 2 . 9 2 . 7 2 . 5 2. 0 2 . 0 1 . 9 1 . 8 1. 4 1 . 4 1 . 3 1 . 3 1. 0 1 . 0 0 . 9 0 . 9 0. 7 0 . 7 0 . 7 0 . 7 0. 5 0 . 5 0 . 5 0 . 5 0. 4 0 . 4 0 . 4 0 . 4 RX 7 MH : 7 8 . 8 6 6 RX 7 MH : 7 8 . 8 6 6 RX 7 MH : 7 8 . 8 6 6 0.4 0.5 0.7 1.01.42.0 2.94.1 5.46.7 7.2 7.0 0.4 0.6 0.7 1.01.42.1 2.9 4.2 5.67.17.67.7 0.4 0.5 0.7 1.01.42.0 2.8 4.05.46.7 7.67.7 0.4 0.5 0.7 1.0 1.3 1.9 2.6 3.54.7 5.76.4 6.5 0.4 0.5 0.7 0.9 1.2 1.7 2.2 2.9 3.74.54.9 5.1 0.4 0.5 0.7 0.8 1.1 1.4 1.8 2.3 2.9 3.3 3.6 3.7 0.4 0.5 0.6 0.8 1.0 1.21.51.9 2.2 2.4 2.6 2.7 0.4 0.5 0.6 0.7 0.91.11.31.5 1.71.9 2.0 2.0 0.4 0.5 0.6 0.7 0.9 1.0 1.21.4 1.51.61.7 1.7 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.4 1.5 1.6 1.7 1.7 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.5 1.7 1.8 1.9 1.9 0.4 0.5 0.6 0.8 1.0 1.21.5 1.72.0 2.2 2.3 2.3 0.4 0.5 0.6 0.81.1 1.4 1.72.1 2.5 2.8 2.9 3.0 0.4 0.5 0.7 0.9 1.21.52.0 2.6 3.2 3.6 3.8 3.9 0.4 0.5 0.7 0.9 1.31.72.3 3.1 3.94.54.9 5.0 0.4 0.5 0.7 1.0 1.3 1.9 2.6 3.64.5 5.56.1 5.9 0.4 0.5 0.7 1.0 1.4 2.0 2.8 3.8 5.0 6.3 6.4 6.6 0.4 0.5 0.7 1.01.42.0 2.8 4.0 5.2 6.4 6.9 6.6 0. 8 2.7 6.1 14.6 27.8 37.7 46.5 44.9 44.6 33.4 22.7 10.3 4.5 2.2 4.2 8.0 13.1 17.5 20.7 20.9 19.8 15.7 11.0 6.3 3.4 2.0 3.2 4.8 6.7 8.4 9.8 10.2 9.9 8.8 7.3 5.7 4.5 1.5 2.1 2.9 3.6 4.4 5.0 5.3 5.4 5.1 4.6 4.0 3.5 1.2 1.5 1.9 2.3 2.7 3.1 3.3 3.4 3.4 3.3 3.1 2.9 0.9 1.2 1.4 1.7 2.0 2.2 2.4 2.6 2.7 2.7 2.6 2.5 0.8 1.0 1.2 1.4 1.6 1.8 2.1 2.3 2.4 2.5 2.6 2.5 0.7 0.9 1.0 1.2 1.5 1.7 2.0 2.3 2.5 2.7 2.7 2.7 0.6 0.8 1.0 1.2 1.4 1.7 2.1 2.4 2.8 3.1 3.3 3.3 0.6 0.7 0.9 1.1 1.4 1.8 2.3 2.8 3.4 3.8 4.0 4.1 0.5 0.7 0.9 1.1 1.5 1.9 2.5 3.3 4.1 4.7 5.1 5.2 0.5 0.7 0.9 1.1 1.5 2.1 2.8 3.8 4.7 5.6 6.3 6.1 0.5 0.6 0.8 1.1 1.5 2.1 3.0 4.0 5.2 6.4 6.6 6.7 0.5 0.6 0.8 1.1 1.5 2.1 3.0 4.1 5.4 6.5 6.9 6.7 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Level 2_Lower Landing to 3_1_1_ 1_1_1_1_Top Illuminance Fc 1.96 7.1 0.0 N.A. N.A. Level 2_Slope to 3_6_Top Illuminance Fc 2.22 7.7 0.4 5.55 19.25 Level 2_Upper Landing to 3_1_1_ 1_1_1_1_Top Illuminance Fc 2.72 21.8 0.2 13.60 109.00 Level 7_to 8_Top_1 Illuminance Fc 3.10 7.2 0.4 7.75 18.00 Ramp to level 6 and a half_Top Illuminance Fc 5.14 46.5 0.5 10.28 93.00 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 2 TT-D4-740-U-WQ 4 @ 90 Degrees TT-D4-740-U-WQ RT1 0.900 7569 57.6 460.8 3 RXT-P-D-FF-07L40-4 Single RXT-P-D-FF-07L40-4 RX7 0.850 2869 30.932 92.796 3 TT-D8-740-U-WQ Single TT-D8-740-U-WQ D8W 0.850 17562 148.7 446.1 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 3 RXT-R-D-FF-07L40-4 Single RXT-R-D-FF-07L40-4 RX7 0.850 2869 30.932 92.796 3 4VRVT1-SL3C3-MID-POWER-4000K-Single 4APVTLD-SL3C3 MID POWER 4000K 277V ST1 0.850 4614 31.8 95.4 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Landing _2_1_3_Top Illuminance Fc 12.55 13.4 11.7 1.07 1.15 Level_2_1_3_Top Illuminance Fc 19.42 23.4 14.0 1.39 1.67 Level_2a_1_3_Top Illuminance Fc 13.68 17.2 10.4 1.32 1.65 Level_2b_3_Top Illuminance Fc 2.89 10.5 0.3 9.63 35.00 Stair Tread_4_1_1_3_Top_1 Illuminance Fc 16.40 16.4 16.4 1.00 1.00 Stair Tread_4_2_1_3_Top_1 Illuminance Fc 15.80 15.8 15.8 1.00 1.00 Stair Tread_4_3_1_3_Top_1 Illuminance Fc 15.00 15.0 15.0 1.00 1.00 Stair Tread_4_4_1_3_Top_1 Illuminance Fc 13.90 13.9 13.9 1.00 1.00 Stair Tread_4_5_1_3_Top_1 Illuminance Fc 13.80 13.8 13.8 1.00 1.00 Stair Tread_4_6_1_1_3_Top_1 Illuminance Fc 13.40 13.4 13.4 1.00 1.00 Stair Tread_4_6_2_1_3_Top_1 Illuminance Fc 14.40 14.4 14.4 1.00 1.00 Stair Tread_4_6_3_1_3_Top_1 Illuminance Fc 14.70 14.7 14.7 1.00 1.00 Stair Tread_4_6_4_1_3_Top_1 Illuminance Fc 15.40 15.4 15.4 1.00 1.00 Stair Tread_4_6_5_1_3_Top_1 Illuminance Fc 17.60 17.6 17.6 1.00 1.00 Stair Tread_4_6_6_1_3_Top_1 Illuminance Fc 17.20 17.2 17.2 1.00 1.00 Stair Tread_4_6_7_1_3_Top_1 Illuminance Fc 15.90 15.9 15.9 1.00 1.00 Stair Tread_4_6_8_1_3_Top_1 Illuminance Fc 15.70 15.7 15.7 1.00 1.00 Stair Tread_4_6_9_3_Top_1 Illuminance Fc 13.90 13.9 13.9 1.00 1.00 Stair Tread_4_7_3_Top_1 Illuminance Fc 14.00 14.0 14.0 1.00 1.00 11.7 13.4 16.7 17.2 22.1 22.0 21.3 23.4 18.5 21.7 14.0 17.3 17.2 16.2 14.5 12.3 11.5 10.4 7.6 7.1 8.0 10.5 5.6 0.3 3.2 3.4 3.7 3.9 2.8 0.8 1.5 1.6 1.7 1.6 1.2 0.7 0.7 0.8 0.8 0.8 0.6 0.4 16.4 15.8 15.0 13.9 13.8 13.4 14.4 14.7 15.4 17.6 17.2 15.9 15.7 13.9 14.0 G.P G.D G.E G.F G.G G.M G.N G.O G.5 G.5.9 G.7 G.9G.6 G.7.9 G.8G.3 G.4 G.7.5 G.H G.I G.J G.K G.L LUKE JUSTIN No. 6598067-2202 GINEER ONA OFESSI R UTAHTEOF STA P L EN SHEET NUMBER SHEET TITLE DESIGNED BY REVIEWED BY DRAWN BY PROJECT NUMBER DATE IRO / SEAL ISSUE Copyright © 2022 W ALTER P. MOORE AND ASSOCIATES, INC. CONSULTANT LOGO: M09-21011-00 ELECTRICAL PROJECT NAME IN ASSOCIATION WITH : ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC. 633 W 5TH ST, SUITE 7200, LOS ANGELES, CALIFORNIA 90071 PHONE: 310.254.1900 FAX: 310.254.1940 301 SOUTH TEMPLE SALT LAKE CITY, UT 84101 (801)-325-2000 04/07/2025 8/ 0 4 / 2 0 2 5 5 : 0 3 : 4 7   p .   m . LEVEL 7 - PHOTOMETRIC PLAN E2.08A PHASE 2 PERMIT SET 03/07/2025 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 MST CC AM DE L T A C E N T E R G A R A G E PA R K I N G S T R U C T U R E 61 S 4 0 0 W . SA L T L A K E C I T Y , U T A H 8 4 1 0 1 SCALE = 1/8" = 1'-0" LEVEL 7 - PHOTOMETRIC PLAN1 SCALE = 1/4" = 1'-0" LEVEL 7 STAIR ENLARGED PHOTOMETRIC PLAN2 NO. DATE REVISION 1 10/31/2024 50% DD 2 12/06/2024 100% DD 3 02/14/2025 50% CD 1.1 03/07/2025 Phase 1 Permit Set 4 03/21/2025 Bid Set 1.2 04/07/2025 Phase 2 Permit Set Addressing Planning Commission Recommendations: 1. Additional visual interest be incorporated along the retaining walls at the base of the structure’s street facing facades and identified in the plan set prior to adoption of the development agreement. a. SEG is committed to working with Salt Lake City to enhance pedestrian experience along 400 West and 100 South, including the potential for art activations and increased landscaping as the site plan for the entire block is finalized in future years. Given the next two years of construction and the master planning of the entire site, SEG believes that it makes more sense to address these issues in detail over that process. 2. The applicant replaced the proposed woven wire mesh screening material on the street facing facades of the loading area with screening materials similar to or consistent with the perforated aluminum panels proposed for the upper levels of the structure prior to adoption of the development agreement. a. Our mechanical engineers have approved the potential of different materials to be substituted for the wire mesh. We have included options for that area within Exhibit B. Due to safety and code regulations (since the loading area will often have air quality issues due to running engines) the façade materials in that area have to be more open to allow ventilation. If the ratio of solids to voids in this area was significantly modified to match the materials on the façade itself that would require more air handling which would result in higher energy use, higher costs and, also, create a noise issue as the higher pressure air escapes from the materials. To address the concern expressed by the Planning Commission about lights from vehicles in this loading area potentially impacting neighboring properties – this area is significantly below grade so that lighting will not be an issue. In fact, the below grade area will be used almost exactly the same as it now is and there have been no major lighting issues. 3. The applicant includes bicycle parking on the property in close proximity to the primary entrances of the arena. a. SEG will work to include more bicycle parking in close proximity to the primary entrances of the arena as the site plan for the entire block is finalized in future years. Wherever we might show that bicycle parking at this time would be subject to change as the entire site and area are planned. 4. Final details regarding site plan requirements be provided in the plan set prior to adoption of the Development Agreement a. SEG has provided Salt Lake City with the most up to date plan set and will continue to update in response to building and other city department permit comments. 5. The applicant works with staff to create a larger landscape buffer as possible. a. SEG is working with the civil engineers and architects to see if there is a way to create a larger landscape buffer along 100 South and 400 West. If possible, SEG will work with SLC Building and Planning Department and use commercially reasonable efforts to maximize the landscape buffer along the property. R A M P DETAIL KEY SHEET # DETAIL # ELEVATION KEY SHEET # ELEVATION # WALL SECTION KEYDETAIL # SHEET # BUILDING SECTION KEYDETAIL #SHEET # NORTH ARROWTRUE NORTH REVISION CLOUD GRID DESIGNATION TAG KEY ##XX100Name100#'-#" WALL TAG (PARTITION TYPE)KEYED NOTEACCESSORY TAGFINISH TAGSPECIALTY EQUIPMENT TAGDOOR TAGROOM TAGCEILING HEIGHT TAG 1A1.01SIM #####SIM SPOT ELEVATION100.00 REFERENCEOBJECT U2A* A1011Ref1Ref1Ref1RefLEVEL KEY PRECAST PANEL TAG INTERIOR ELEVATION TAG 11A3-0 ElevationLevel #####SIM #####SIM NREFERENCETRUENORTHREFERENCE NORTH TOP OF STRUCTURAL SLAB ELEVATION 100.17TOP OF STRUCTURAL SLAB ELEVATION100.00TOP OF FINISHED ELEVATIONMATERIAL LEGENDEARTHGRAVEL / BALLASTSTEEL CONCRETE RIGID INSUL.BATT INSUL. FIRE SAFING MARBLE / GRANITE FINISH LUMBERPLYWOOD WOOD BLOCKING SHIM CUT STONE / PRE-CASTCONCRETE MASONRY UNITS BRICKALUMINUMPLASTERGYPSUM BOARD GLAZING UNDISTURBED EARTH METALSTUD VICINITY MAP EXPANDED VIEW NREFERENCETRUENORTH ABBREVIATIONS APPLICABLE CODE LIST WITH LOCAL AMENDMENTS LOCATION MAP NREFERENCETRUENORTH DESCRIPTION OF SCOPE OF WORK H HIGHHBHOSE BIBHCHOLLOW COREHDCP HANDICAPHDHEADHDWHARDWAREHMHOLLOW METALHORIZ HORIZONTALHPHIGH POINTHGTHEIGHTHTRHEATERHWHHOT WATER HEATERHVAC HEATING VENTILATING AND AIR CONDITIONINGICEICE MACHINEIDINSIDE DIAMETERININCHINCLINCLUDE (ED) (ING)INFO INFORMATIONINSUL INSULATIONINTINTERIORJANJANITORJBJUNCTION BOXJSTJOISTJTJOINTLLENGTHLABLABORATORYLAMLAMINATELAVLAVATORYLBPOUNDLFLINEAR FEETLHLEFT HANDLKRLOCKERLPLOW POINTMMETERMAMARBLE MAS MASONRYMATL MATERIALMAXMAXIMUMMBMARKER BOARD OR MOP BASINMDFMEDIUM DENSITY FIBERBOARDMECH MECHANICAL MFR MANUFACTURERMHMANHOLEMICMICROWAVEMINMINIMUMMISCMISCELLANEOUSMMMILLIMETERMOMASONRY OPENINGMTDMOUNTEDMTLMETALNNORTHNICNOT IN CONTRACTNONUMBERNOMNOMINALNTSNOT TO SCALEOAOVERALLOCON CENTERODOUTSIDE DIAMETEROHOVERHEADOHDOVERHEAD DOOROPNG OPENINGOPPOPPOSITEORDOVERFLOW ROOF DRAINOPTOPTIONALORIG ORIGINALOZOUNCEPARTN PARTITIONPCPRECASTPERF PERFORATEDPJPANEL JOINTPLPLATEPLAS PLASTERP LAM PLASTIC LAMINATEPLGPLUMBINGPLYWD PLYWOODPNLPANELPRPAIRPREFAB PREFABRICATEDPRELIM PRELIMINARYPROJ PROJECT PRS PROJECTION SCREENPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPAINTPTDPAPER TOWEL DISPENSERQTQUARRY TILEQTRQUARTERRRISERR/A RETURN AIRRADRADIUSRBRESILIENT BASERDROOF DRAINREFREFERENCEREINF REINFORCED (ING)RF RESILIENT FLOORINGRFGREFRIGERATOR A/C AIR CONDITIONINGACTACOUSTICAL CEILING TILEAFFABOVE FINISH FLOORAHUAIR HANDLING UNITALUM ALUMINUMALTALTERNATEAMTAMOUNTAPACCESS PANELAPPROX APPROXIMATEARCH ARCHITECTURALATMAUTOMATED TELLER MACHINEAVAUDIO VISUALBDBOARDBLDG BUILDINGBLKBLOCKINGBMBEAM OR BENCHMARKBMDBOTTOM OF METAL DECKBOBOTTOM OFBOSBOTTOM OF STAIRSBRGBEARINGBSMT BASEMENTCAB(S) CABINET(S)CB CORNER BEANCGCORNER GUARDCICAST IRONCJCONTROL JOINTCLGCEILINGCLCLOSETCLRCLEARCMCENTIMETERCMPCOMPOSITE METAL PANELCMUCONCRETE MASONRY UNITCOCLEAN OUTCOLCOLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUS CONTR CONTRACTORCOPY COPY/PRINT MACHINECPTCARPETCTCERAMIC TILECTRCENTERCTSK COUNTERSINKCWCURTAIN WALLDBLDOUBLEDEGDEGREEDEPT DEPARTMENTDTLDETAILDIADIAMETERDIAGDIAGONALDIMDIMENSIONDNDOWNDRDOORDSDOWNSPOUTDWDISHWASHERDWG(S) DRAWING(S)E EASTEAEACHEIFSEXTERIOR INSULATION FINISH SYSTEMEJEXPANSION JOINTELELEVATIONELEC ELECTRICALELEV ELEVATORENCL ENCLOSUREENGR ENGINEEREQEQUALEQPEQUIPMENTESMT EASEMENTEWCELECTRIC WATER COOLEREXHEXHAUSTEXIST EXISTING EXP EXPANSIONEXTEXTERIORFAFIRE ALARMFCUFAN COIL UNITFDFLOOR DRAINFDNFOUNDATIONFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETFFFINISH FLOORFHCFIRE HOSE CABINETFINFINISH FL FLOW LINEFLRFLOORFTFEETFTGFOOTINGFUTFUTUREFVFIELD VERIFYFWCFABRIC WALL COVERINGGAGAUGEGALV GALVANIZEDGBGRAB BARGCGENERAL CONTRACTORGENGENERATORGFBGROUND FACE BLOCKGFRC GLASS FIBER REINFORCED CONCRETEGFRG GLASS FIBER REINFORCED GYPSUMGLGLASSGNDGROUNDGYPGYPSUM REQ REQUIRED RET RETAINING REV REVISIONRHRIGHT HANDRMROOMROROUGH OPENINGRTUROOF TOP UNITRVROOF VENTSSOUTHS/A SUPPLY AIRSABSOUND ATTENUATION BLANKETSANSANITARY SD SMOKE DETECTORSFSQUARE FEETSHRSHOWERSHTSHEETSIMSIMILARSMSQUARE METERSNRSANITARY NAPKIN RECEPTACLESPEC(S) SPECIFICATION(S)SPKR SPEAKERSQSQUARESSSTAINLESS STEELSTSTREETSTDSTANDARDSTLSTEELSTOR STORAGESTRUCT STRUCTURESUSP SUSPENDEDSYMSYMMETRICALSYSSYSTEMTTREAD / TEMPEREDT&G TONGUE & GROOVETBTACKBOARDTBDTO BE DETERMINEDTELETELEPHONETELECOM TELEPHONE COMMUNICATIONSTEMP TEMPORARYTRZTERRAZZOTHKTHICKTHRU THROUGHTOTOP OFTPHTOILET PAPER HOLDERTSSTOP STRUCTURAL SLABTSTLTOP OF STEELTUTILT-UPTVTELEVISIONTWTOP OF WALLTYPTYPICALUHUNIT HEATERUNFIN UNFINISHEDULUNDERWRITER'S LABORATORYUONUNLESS OTHERWISE NOTEDVVENDING MACHINEVBVAPOR BARRIERVENT VENTILATIONVERT VERTICALVEST VESTIBULEVWCVINYL WALL COVERINGWWESTW/WITHW/O WITHOUTWCWATER CLOSETWDWOODWGWALL GUARDWPWATERPROOFINGWPTWORKING POINTWSCT WAINSCOTWTWEIGHTWWF WELDED WIRE FABRICXMFR TRANSFORMER PARKING & AREA SUMMARY PARKING SPACE LEGENDADA = STANDARD ACCESSIBLE PARKING SPACEEVS = ELECTRIC VEHICLE SPACE (FUTURE EVCS)EVCS = ELECTRIC VEHICLE CHARGING STATIONCAV = CLEAN AIR / VAN POOL / EV SPACESTD = STANDARD PARKING SPACECOMP = COMPACT PARKING SPACE GRAPHIC SYMBOLS MATERIAL PATTERN SYMBOLS REQUIRED PARKING REQUIRED BICYCLE PARKING PROJECT SITE PROJECT SITE DEFERRED SUBMITTALS ZONING / CONSTRUCTION TYPE / USE GROUP / FIRE PROTECTION 7A6B5B 4B 3B2B1B 7B 6A 5A4A3A 2A1A1CENT/EXTRAMP LOADING LOADING LOADING LEGAL DESCRIPTION & PARCEL NUMBERLegal Description:BEG AT THE NE COR OF BLK 79, PLAT A, SLC SUR; S 0¿13'31" W 660.36 FT; N 89¿46'55" W 660.70 FT; N 0¿14'38" E 390.25 FT; N 45¿16'17" E 382.34 FT; S 89¿46'56" E 390.01 FT TO BEG. (BEING PT OF LOTS 4 & 5 & ALL OF LOTS 1 THRU 3 & 6 THU 8, BLK 79, PLAT A, SLC SUR). 9.176 AC M OR L. 5918-838 6175-1443 6227-1454,1482Parcel Record 15011270172000Owner REDEVELOPMENT AGENCY OF SALT LAKE CITYAddress 301 W SOUTHTEMPLE STTotal Acreage 9.18Tax Class Id 50BProperty Type 953Tax District 01C% Exempt 100Exempt Type TMunicipal Zone D-4MLS Number 5 5 500 ft0 ft 5 EMERGENCY RESPONDER RADIO COMMUNICATION SYSTEM"UPON SIGNIFICANT COMPLETION OF THE STRUCTURE, TESTING OF ERRCS SIGNAL STRENGTH SHALL BE ARRANGED AND PERFORMED WITH THE FIRE PREVENTION BUREAU. IF SIGNAL STRENGTH IS DETERMINED TO BE INSUFFICIENT, A DISTRIBUTED ANTENNA SYSTEM (DAS) SHALL BE PROVIDED BY OWNER’S INTEGRATOR VIA DEFERRED SUBMITTAL." SHEET NUMBER SHEET TITLE DESIGNED BYREVIEWED BYDRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 WALTER P. MOOREARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERING HORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING 301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGER OWNER 8/28/2025 2 : 2 9 : 4 3 P M GENERAL SHEET A0.01 12 / 06 / 2024 61 S 400 W . SALT LAK E C I T Y , U T A H 8 4 1 0 1 TD/DA/YC SB 61 S 4 0 0 W . SALT L A K E C I T Y , U T A H 8 4 1 0 1 EPAUTHORITY HAVING JURISDICTION: SALT LAKE CITY, UT2021 UTAH FIRE CODE (UFC)2019 UTAH FIRE ALARM CODE2019 UTAH SPRINKLER CODE2019 NFPA 14 - STANDPIPES2019 NFPA 13 - SPRINKLER SYSTEMS2019 NFPA 72 - NATIONAL FIRE ALARMICC A117.1-092021 EDITION OF THE INTERNATIONAL BUILDING CODE, INCLUDING APPENDICES C AND J, ISSUED BY THE INTERNATIONAL CODE COUNCIL2021 EDITION OF THE INTERNATIONAL PLUMBING CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL2021 EDITION OF THE INTERNATIONAL MECHANICAL CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL2020 EDITION OF THE NATIONAL ELECTRICAL CODE, ISSUED BY THE NATIONAL FIRE PROTECTION ASSOCIATION2021 EDITION OF THE INTERNATIONAL FIRE CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL2021 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE, ISSUED BY THE INTERNATIONAL CODE COUNCIL2017 UTAH ACCESSIBILITY CODE2010 ADA STANDARDS FOR ACCESSIBLE DESIGN2025 SALT LAKE CITY MUNICIPAL CODE ZONE:D-4USE:PARKING, COMMERCIALOCCUPANCY CLASSIFICATION :BASEMENT LEVEL IS CONSIDERED A SEPARATE BUILDING FROM THE OPEN PARKING GARAGE LEVELS ABOVE PER IBC 510.3 GROUP S-2 ENCLOSED PARKING GARAGE WITH GROUP S-2 OPEN PARKING GARAGE ABOVETYPE OF CONSTRUCTION: IIB FIRE PROTECTION:FIRE STANDPIPE + SPRINKLER SYSTEM BUILDING FOOTPRINT SIZE:188'-10" X 122'-7"NUMBER OF TIERS PROVIDED: 9 TIERS / 7 STORIESBUILDING TIERS ALLOWED: 9 TIERS PER IBC 406.5.5 AREA AND HEIGHT INCREASESALLOWABLE HEIGHT: 600'-0" PER D-4 ZONE HEIGHT LIMITSPER IBC HEIGHT OF OPEN PARKING BUILDING MEASURED FROM GRADE PLANE TO HIGHEST FLOOR TIER 9 = 81'-1" = 8.96 TIERS ROUNDED UP TO 9 TIERS PER IBC SECTION 406.5.4.1 SINGLE USE.BUILDING HEIGHT: PER SLC MUNICIPAL CODE 80'-7" (PER SECTION 12-1.18. BUILDING HEIGHT. “BUILDING HEIGHT” SHALL MEAN THE VERTICAL DISTANCE MEASURED FROM THE AVERAGE LEVEL OF THE HIGHEST AND LOWEST POINT OF THAT PORTION OF THE SITE COVERED BY THE BUILDING TO THE CEILING OF THE UPPERMOST STORY.)VENTILATION: NATURAL VENTILATION ON OPEN PARKING LEVELS. MECHANICAL VENTILATION ON BASEMENT LEVELFLOOR AREA ALLOWED: TYPE IIB = 50,000 S.F. MAX. PER OPEN TIER AND 104,000 S.F. MAX. PER ENCLOSED STORY.ALLOWABLE AREA WITH TYPE IIB CONSTRUCTION PER IBC 510.3 (1) OF THE BUILDING SUCH THAT THE SUM OF RATIONS FOR EACH SEPARATE OCCUPANCY SHALL NOT EQUAL 1.BASEMENT ENCLOSED PARKING BUILDING AREA RATIO: 31,255 SF AREA PROVIDED /104,000 ALLOWED MAX. 1 STORY MAX ABOVE GRADE PLAN EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER PER TABLE 506.2 = 0.31 RATIOABOVE GRADE OPEN PARKING STRUCTURE BUILDING AREA RATIO : 29,839 PROVIDED (LARGEST TIER 1 MEASURED FROM LOWEST POINT OF TIER TO 9'-6" ABOVE AS DEFINED BY 406.5.4.1 SINGLE USE )/ 50,000 SF PER TABLE 406.5.4 = 0.59 RATIOSUM OF RATIOS OF BUILDING 0.31+0.59=0.90 RATIO WHICH IS LESS THAN 1FLOOR AREA/PER LEVEL: 23,276 S.F. TYPICAL GRAND TOTAL FLOOR AREA: 209,227 S.F.OCCUPANT LOAD PER LEVEL: 117 PER LEVEL TYPICALEXIT STAIRS REQUIRED: 2 EXIT STAIRS PROVIDED:2STAIR WIDTH REQUIRED PER STAIR: 18"STAIR WIDTH PROVIDED PER STAIR: 54" TRAVEL DISTANCE: 400' MAX. TO STAIR PER IBC TABLE 1017.2 (FULLY SPRINKLERED WITHOUT VOICE ALARM SYSTEM) THE PROJECT CONSISTS OF A NEW 9 TIER/ 7 LEVEL OPEN PARKING STRUCTURE ABOVE ONE-TIER/ ONE STORY ENCLOSED COMMERCIAL VEHICLE LOADING AND AN ELEVATED PEDESTRIAN BRIDGE. SITE IMPROVEMENTS WITH A LIMITED EXTENSION FROM THE EXTERIOR PERIMETER OF THE PARKING STRUCTURE INCLUDE ON-SITE DRIVEWAY ACCESS, LANDSCAPE, HARDSCAPE, UTILITY LINES.THE PARKING FACILITY IS DESIGNED WITH STEEL COLUMNS AND BEAMS AND CONCRETE-FILLED METAL DECK ELEVATED FLOORS OF TYPE IIB CONSTRUCTION.SERVING ALL SEVEN ABOVE GRADE LEVELS ARE TWO ELEVATORS AT THE NORTHEAST CORNER, TWO OPEN STAIRS AT THE NORTHWEST AND NORTHEAST CORNERS. THE BASEMENT LEVEL IS SERVED BY A NEW E;EVATOR CONNECTING TO LEVEL 1, AND AN EXISTING STAIR WITHIN THE ARENA AND A NEW STAIR FROM BASEMENT FOR LEVEL 1.VEHICULAR ACCESS IS PROVIDED AT LEVEL 1. ACCESSIBLE PARKING IS PROVIDED AT ALL LEVELS. EXCEPT BASEMENT LEVEL CONTRACTOR AND THEIR ENGINEER SHALL PREPARE DETAIL PLANS, SPECIFICATIONS, ENGINEERING CALCULATIONS FOR THE DEFERRED ITEMS LISTED BELOW. THE ENGINEER SHALL BE REGISTERED IN THE STATE OF UTAH.THE DEFERRED SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE REGISTERED ENGINEER AND PRESENTED TO THE ARCHITECT OF RECORD (AOR) / STRUCTURAL ENGINEER OF RECORD (SEOR) FOR REVIEW AND APPROVAL PRIOR TO THE CONTRACTOR SUBMITTING THE DEFERRED SUBMITTALS TO THE AUTHORITY HAVING JURISDICTION (AHJ) FOR APPROVAL AND PERMIT.INSTALLATION OF DEFERRED SUBMITTALS SHALL NOT BE STARTED UNTIL THEY ARE ACCEPTED BY THE ARCHITECT OF RECORD (AOR) / STRUCTURAL ENGINEER OF RECORD (SEOR) AND APPROVED/ PERMITTED BY AHJ.CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR REVIEW BY AOR/ SEOR PRIOR TO SUBMITTAL, APPROVAL, PERMITTED BY AHJ.DEFERRED ITEMS INCLUDE THE FOLLOWING:1. FIRE SPRINKLER SYSTEM2. AUTOMATIC FIRE ALARM SYSTEM3. COMMUNICATION SYSTEM (INCLUDING CCTV)4. BARRIER CABLES5. STEEL STAIRS & GUARDRAILS6. ELEVATOR GUIDE RAIL BRACKETS7. BUCKLING RESTRAINED BRACES8. PLUMBING LINES AND MECHANICAL EQUIPMENT SUPPORT, BRACING, ANCHORAGES AND PROTECTION9. PREFABRICATED GUARDBOOTH10. PARKING CONTROL EQUIPMENT11. METAL STUD/ COLD-FORMED FRAMING12. GENERATORS13. PARKING STRUCTURE ENTRY PORTAL14. METAL FABRICATIONS, RAILINGS, AND GRATINGS15. PILE LOAD TEST FRAMENOTE:INSTALLATION OF ELEVATOR GUIDE RAILS AND BRACKETS SHALL BE IN COMPLIANCE WITH:1. ASME 17.1/ CSA B44, ASME 17.1/ CSA B44.72. FOR ADDITIONAL STRUCTURAL DEFERRED SUBMITTALS SEE SHT S0-10, PART XI SUBMITTAL, B2 TOTAL CODE REQUIRED PARKING = NONE REQUIREDPROVIDED PARKING SPACESPARKING STRUCTURE (THIS PERMIT) = 448 SPACESGRAND TOTAL = 448 SPACES *** Whithin the 31 spaces there are 25 compact parking spaces (Pending the Master Development Agreement)**Within the 34 spaces there are 14 compact parking spaces (Pending the Master Development Agreement)* Within the 10 total ADA spaces there are 8 standard ADA and 2 Van ADATotal43810 448 0 165,238 34,227 9,763 210,085 369Total40141 0 16,119 0 0 16,119 393 7B 9 0 9 0 4,015 0 0 4,015 446 7A ***31 1 32 0 12,104 0 0 12,104 378Level 7 Total 66 1 67 0 23,276 0 0 23,276 348 6B **34 0 34 0 11,172 0 0 11,172 329 6A 32 1 33 0 12,104 0 0 12,104 367Level 6 Total 67 1 68 0 23,276 0 0 23,276 342 5B 35 0 35 0 11,172 0 0 11,172 319 5A 32 1 33 0 12,104 0 0 12,104 367Level 5 Total 67 1 68 0 23,276 0 0 23,276 342 4B 35 0 35 0 11,172 0 0 11,172 319 4A 32 1 33 0 12,104 0 0 12,104 367Level 4Total 67 1 68 0 23,276 0 0 23,276 342 3B 35 0 35 0 11,172 0 0 11,172 319 3A 32 1 33 0 12,104 0 0 12,104 367Level 3 Total 65 1 66 0 23,276 0 0 24,134 353 2B 35 0 35 0 11,172 0 0 11,172 319 2A 30 1 31 0 12,104 0 0 12,962 391Level 2Total 66 4 70 0 28,753 0 9,763 38,515 411 1C 7 0 7 4,544 4,544 649 1B 35 0 35 11,213 0 5,353 16,566 320 1A 24 4 28 12,996 0 4,410 17,406 464Level 1Level B1 0 0 0 0 0 34,227 34,227 0Slab onGradeElevatedSlabSlab onGradeElevatedSlab Standard Spaces ADA Spaces*Parking Area Standard TotalParking Area (sqft) Non-Parking Area (sqft)Parking andNon-ParkingTotal AreaEfficiency(Parking Area/ ParkingSpaces) PARKING SUMMARY DELTA CENTER GARAGE NO BICYCLE PARKING REQUIRED SINCE THE PROJECT IS DEFINED AS A GARAGE AND AN ACCESSORY USE AS DEFINE BY SLC MUNICIPAL CODE SECTIONS: 21A.62.040: DEFINITIONS OF TERMS: GARAGE:AN ACCESSORY BUILDING OR PORTION OF A BUILDING DESIGNED OR USED FOR THE STORAGE OF VEHICLES USED BY THE OCCUPANTS OF THE PRINCIPAL BUILDING21A44.040: REQUIRED OFF-STREET PARKING (E) NOTE 6ACCESSORY AND TEMPORPAY USES: NO BICYCLE SPACES ARE REQUIRED FORACCESSORY OF TEMPORARY USES. NOTE:PARKING TIER SQUARE FOOTAGES SHOWN IN THIS CHART DIFFER FROM UBC 406.5.4.1 SINGLE USE, AND ARE INSEAD BASED ON PARKING BAYS AND STORY FOOTPRINT NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set1 04/30/2025 Bulletin #15 08/01/2025 Bulletin #5 1 1 5 5 5 jb jb s sdsds s irir sdfo e s ws ee eee s irir e um s w S T E M P L E S T N 4 0 0 W 300 w 1 0 0 S 122'-10 1/2" DELTA CENTERBUILDING TYPE IBFULLY SPRINKLERED[NIC] PROPOSED PARKING STRUCTURE8 TIERS / 7 STORIESTYPE OF CONSTRUCTION: IIBOCCUPANCY CLASS: S-2 FULLY SPRINKLERED ENTRA N C E DN EXIT 8.33%DN NEW PEDESTRIAN BRIDGE EXISTING TRUCK EX I T NEW GUARD BOOTH STORAGE ROOM (NIC) STORAGE ROOM (NIC) OPEN TO LOADING DOCK BELOW LOADING DOCK COVER EXISTING TRUCK ENTRANCE OPEN TO LOADING DOCK BELOW A8.011 NORTHWEST PLAZA [NIC] SOUTHEAST PLAZA [NIC] CORNER SIDE YARD EXISTING S I D E W A L K EXITENTRY NORTHEAST PLAZA [NIC] PROPERTY LINE PROPERTY LINE CENTE R L I N E O F S T R E E T 41'-7" Refer to C i v i l S h e e t C 2 . 0 1 f o r C u r b C u t D i m e n s i o n s 101'-2 1/2" EXISTING STAIR TO REMAIN (NIC) 4'-9"PROPERTY L I N E PROPERTY L I N E FRONT Y A R D 29'-6" 189'-6" 51'-4" 57'-0 1/2" 4'-4"EXISTING SIDEWALK RETAINING WALL - REFER TO CIVIL DRAWINGS SEE SEPARATE PERMIT OF ARENA PROJECT FOR CONTINUATION OF ACCESSIBLE PATH OF TRAVEL AND EGRESS TO PUBLIC RIGHT OF WAY PROPERTY LINE PROPER T Y L I N E PROPERT Y L I N E PROPERTY LINE A8.021Sim SEE SEPARATE PERMIT OF ARENA PROJECT FOR CONTINUATION OF ACCESSIBLE PATH OF TRAVEL AND EGRESS TO PUBLIC RIGHT OF WAY OPEN TO BELOW OPEN TO BELOW FOR PAVEMENT FINISH AND MATERIALS, SEE CIVIL DRAWINGS. SEE LANDSCAPE DRAWINGS FOR DETAILS 1 1 5'-0" 3'-0"4'-0"4'-0"6'-1"24"w x24"dx48h Comm. Cabinet24"wx 31"dx39"h Transformer GUARDBOOTH SEE A8.01 FOR DETAILS GUARDBOOTH RESTROOM PATH296'-0" 3 3 3 2'-6"6'-7 3/4"76.62' 76.62'76.62' 76.50' 76.62' 76.62' 76.62' 76.62' 76.62'TOW 76.95'ToW 76.50' 75.98' 58.20'59.00'60.00' 62.50' 65.00'CAST IN PLACE CONCRETE RAMP RETAINING WALL. FINISH TO MATCH ARENA'S EXISTING CONCRETE WALL. TOP OF CONC. WALL FINISH ELEVATIONS PROJECT SCOPE OF WORK BUILDING FOOTPRINT 60.73'ToW 60.90'ToW 61.10'ToW 61.10'ToW61.10'ToW TOP OF PLANTER WALL ELEVATION CAST IN PLACE PLANTER WALL. FINISH TO MATCH EXISTING ARENA CONCRETE WALL GUARDBOOTH RESTROOM PATH296'-0" GUARDBOOTH RESTROOM PA T H296'-0"1'-8 1/2" DISTANCE OF RETAINING WALL TO PROPERTY LINE.DIMENSION OF LANDSCAPE BED ADJACENT TO ACCESS RAMP END OF RETAINING WALL FACING STREET CORNER OF THE GUARD BOOTH RETAINING WALL 1'-8 1/2" 55.07Sidewalk 55.63Sidewalk 10 1/2" 56.09Sidewalk 55.07Sidewalk FIRE DEPARTMENT NOTES: 1. THE REQUIRED FIRE-FLOW IN ACCORDANCE WITH UFC APPENDIX B, FOR A TYPE IIB CONSTRUCTION ACROSS 412,995 SQ.FT IS 8,000 GPM AT 20-PSI FOR 4-HOURS. IN ACCORDANCE WITH TABLE B105.2 THE FIRE-FLOW CAN BE REDUCED TO 25% OF THE REQUIRED VALUE FOR AN IFC 903.3.1.1 FULLY SPRINKLERED BUILDING. THEREFORE, THE REQUIRED FIRE-FLOW FOR THE PROPOSED BUILDING IS 2,000 GPM AT 20-PSI FOR 2-HOURS+2. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH PROVISIONS SET FORTH IN BUILDING CODE SECTION 903.3. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH FIRE CODE 901.2. INDICATE TYPE OF SPRINKLER SYSTEM PROVIDED AS COMPLYING WITH NFPA 13.3. PROVIDE AN APPROVED CLASS I STANDPIPE SYSTEM IN ACCORDANCE WITH BUILDING CODE & FIRE CODE SECTION 905. GREATER THAN FOUR STORIES STANDPIPES SHALL BE LOCATED ACCORDING TO THE PROVISIONS IN BUILDING CODE & FIRE CODE SECTION. STANDPIPE SYSTEM PLANS SHALL BE SUBMITTED TO THE FIRE SPRINKLER PLAN CHECK UNIT IN ACCORDANCE WITH FIRE CODE 901.2.4. EACH STANDPIPE SHALL BE EQUIPPED WITH AN APPROVED 2 1/2 INCH OUTLET NOT LESS THAN 2 FEET OR MORE THAN 4 FEET ABOVE THE FLOOR LEVEL OF EACH STORY. STANDPIPE OUTLETS IN STAIRWAY ENCLOSURES OR SMOKEPROOF ENCLOSURES SHALL BE LOCATED SO THAT THE EXIT DOORS DO NOT INTERFERE WITH THE USE OF THE OUTLET AND LOCATED ON THE MAIN STAIR LANDING. ALL OUTLETS SHALL BE EQUIPPED WITH AN APPROVED VALVE, CAP AND CHAINS. FIRE CODE 905.4.35. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED ALL OCCUPANCY GROUPS AND AT SUCH LOCATIONS AS REQUIRED BY FIRE CODE 906. THE FINAL NUMBER AND LOCATION OF ALL EXTINGUISHERS SHALL BE DETERMINED BY THE LOCAL AREA FIRE INSPECTOR. 6. ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION.7. ALL ELEVATORS SHALL BE EQUIPPED TO OPERATE WITH A STANDARDIZED FIRE SERVICE ELEVATOR KEY IN ACCORDANCE WITH FIRE CODE 604.8. BUILDING CODE 3003.3 8. IN THE EVENT OF POWER SUPPLY FAILURE IN ROOMS, SPACES AND BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM FOR A DURATION OF NOT LESS THAN 90 MINUTES IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN BUILDING CODE 1008.3. 9. THE MEANS OF EGRESS TRAVEL SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. BUILDING CODE 1008.2.1.10. THE PATH OF EGRESS TRAVEL TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AS REQUIRED BY BUILDING CODE 1013.1; AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AS REQUIRED BY SECTION 1013.3 AND 1013.5. NOTE: ADDITIONAL EXIT SIGNS MAY BE REQUIRED AT THE TIME OF FIELD INSPECTION .SITE PLAN LEGEND: ACCESSIBLE PATH OF TRAVEL PROPERTY LINE SCOPE OF WORK BUILDING FOOTPRINT HIGH IMPACT BOLLARD, REFERENCE STRUCTURAL FOR DETAIL LOCATION OF THE REPLACED PLANTER WALLS LOCATION OF THE PROPOSED RETAINING WALLS DN 8.33%DN EXISTING TRUCK E X I T STORAGE ROOM (NIC) STORAGE ROOM (NIC) EXISTING TRUCK ENTRANCE OPEN TO LOADING DOCK BELOW PROPERTY L I N E FRONT YAR D EXISTING SIDEWALK ASSUMED PROPERTY LINE ASSUMED PROPERTY LINE ASSUMED PROPERTY LINE GRADE PLANE CALCULATION:(BASE LINE ELEVATION 4200')A: (73.5'+74.5')/2 X100.16' = 7,411.83'B: (74.5'+75.5')/2 X221.00' = 16,586.05'C: (75.6'+57.0')/2 X32.16' = 2132.20'D: (57.0'+55.0')/2 X21.66' = 1,212.96'E: (55.0'+58.6')/2 X69.66' = 3,956.68'F: (58.6'+55.2')/2 X134.16' = 7,633.70'G: (55.2'+55.7')/2 X134.50' = 7,458.02'H: (55.7'+52.0')/2 X46.50' = 2,504.02'I: (52.0'+56.1')/2 X52.33' = 2,828.43'J: (56.1'+73.5')/2 X83.00' = 5,378.40'TOTAL PERIMETER = 895.13'/57,102.2957102.29'/895.13'= 63.79'GRADE PLANE = 4263.79' A: (73.5'+74.5')/2 X100.16' = 7,411.83' 221.00' 100.16' B: (74.5'+75.5')/2 X221.00' = 16,586.05' C: (75.6'+57.0')/2 X32.16'= 2132.20' E: (55.0'+58.6')/2 X69.66' = 3,956.68'D: (57.0'+55.0')/2 X21.66' = 1,212.96' F: (58.6'+55.2')/2 X134.16' = 7,633.70' G: (55.2 ' + 5 5 . 7 ' ) / 2 X 1 3 4 . 5 0 ' = 7 , 4 5 8 . 0 2 ' H: (55.7'+52.0')/2 X46.50' = 2,504.02' I:(52.0'+56.1')/2 X52.33'= 2,828.43'J: (56.1'+7 3 . 5 ' ) / 2 X 8 3 . 0 0 ' = 5 , 3 7 8 . 4 0 ' 32.16'21.66' 69.66'134.16' 134.50' 46.50'52.33' 83.00' SHEET NUMBER SHEET TITLE DESIGNED BYREVIEWED BYDRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES WALTER P. MOOREARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERING HORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING 301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGER OWNER 8/28/2025 2 : 2 4 : 2 1 P M SITE PLAN A1.00 12 / 06 / 2024 61 S 400 W . SALT LAK E C I T Y , U T A H 8 4 1 0 1 TD/DA SB 61 S 4 0 0 W . SALT L A K E C I T Y , U T A H 8 4 1 0 1 EP 1/32" = 1'-0"SITE PLAN1 NREFERENCETRUENORTH EXPANSION JOINT 1" = 40'-0"3GRADE PLANE CALCULATION DIAGRAM PER UBC CHAPTER 202 PLAN NOTES NO. DATE REVISION04/07/2025 Phase 2 Permit Set1 04/30/2025 Bulletin #13 05/30/2025 Bulletin #35 08/01/2025 Bulletin #57 xx/xx/2025 Bulletin #7 5 5 7 7 7 6" ee e ee RAMP DN EXISTING VEHICULAR RAMP TO REM A I N 1.NOVERTICAL OBSTRUCTION (COLUMN, WALL, PIPE, BOLLARD, EQUIPMENT OR SIMILAR) WHICH EXTENDS VERTICALLY ABOVE THE FLOOR LEVEL SHALL BE LOCATED:A. WITHIN ANY PARKING SPACE'S CLEAR DIMENSIONS, IF LOCATED ALONG THE SIDE CENTERLINE LENGTH OF A PARKING SPACE, THE OBSTRUCTION MUST BE OFFSET A MINIMUM OF 1'-0" OF THE PARKING SPACE WIDTH AS INDICATED IN THE PLANS. SEE STRIPING DETAILS.B. WITHIN ANY ACCESSIBLE VEHICLE SPACE'S ACCESS AISLE, ACCESSIBLE PATH OF TRAVEL OR ACCESIBLE PASSENGER LOADING ZONE'S CLEAR DIMENSION, AS INDICATED IN THE PLANS.C. WITHIN ANY PEDESTRIAN CIRCULATION PATH AND 30" MIN. CLEAR ACCESS PATH FOR FIRE EXTINGUISHERS OR STANDPIPES, OR ACCESSIBLE PATHS OF TRAVEL. SEE EGRESS PLANS FOR ACCESSIBLE PATH OF TRAVEL DIAGRAMS.D. NO OSBTRUCTIONS WITHIN DRIVE AILES.2. ALL PARKING SPACES SHALL BE DOUBLE STRIPED EXCEPT FOR ACCESSIBLE SPACES WHICH SHALL BE SINGLE STRIPED. SEE STRIPING DETAILS.3. SEE A5.01 AND A5.02 FOR STRIPING DETAILS.4. IDENTIFICATION LABELING IS ILLUSTRATED AS SOLID BLACK TEXT AND ACTUAL PAINTED FLOOR GRAPHICS ARE ILLUSTRATED AS OUTLINED TEXT. REFER TO GRAPHIC LEGEND BELOW FOR EXAMPLE.5. SEE SHEET A7.01 FOR PIPE GUARD DETAILS. VERIFY LOCATIONS AS REQUIRED IN FIELD.6. SEE HEADROOM DIAGRAM FOR MINIMUM REQUIRED VERTICAL CLEARANCE ABOVE PARKING AREAS FOR ALL HORIZONTAL ELEMENTS. GRAPHIC ILLUSTRATION OF BACK OF SPACE - DO NOT STRIPE GRAPHIC REPRESENTATION OF CENTERLINE OF VEHICLE SPACE, SEE DETAILS FOR SPECIFIC STRIPING LAYOUT - DO NOT STRIPE STRIPING AND SYMBOL LEGEND:(REFER TO STRIPING AND OTHER DETAILS)GRAPHIC REPRESENTATION OF FRONT OF VEHICLE SPACE - DO NOT STRIPE, SEE PLANS FOR ORIENTATION STEP SYMBOL AT CONCRETE CURBSEE PARKING BOLLARD OR HIGH IMPACT BOLLARD, SEE ORDETECTABLE WARNING / TRUCATED DOME, SEE DIAGONAL STRIPING, SEE A5.01 - A5.02 CLEAR L E N G T H O F P A R K I N G S P A C E CLEAR WIDTH OF PARKING SPACE DELINEATOR POSTSEE SIGNAGE BOLLARD, FLOOR MOUNT SEE FLOOR ELEVATION DATUM:4200.00'=00.00' 6/A5.015/A7.02 8/A5.01 ADA RESERVED IDENTIFICATION LABELING OF VEHICLE SPACE - DO NOT STRIPEPAINTED FLOOR GRAPHIC SEE STRIPING DETAILS 1/A9.13 10/A7.02 1A3.05 1A3.07 G.P G.D G.EG.F G.G G.M G.N G.O G.1 G.2 G.5 G.5.9G.7 G.9 1A3.06 A1.014 G.6 G.7.9G.8G.3 G.4 G.7.5 G.H G.I G.J G.KG.L G.C G.B G.Q 1A3.08 T A4 G.5.2 G.8.2 G.8.6 G.C.4 5A4.20 P R S U W X O1 P1 X1 U1 O24 O653 O654 O655 O656 O657 O660 4A4.20 56.92' 5.14 5.15 5.143.11 5.14 5.14 5.14 3.11 3.11 5.14 5.14 5.14 5.14 5.14 5.15 5.15 5.15 5.15 5.14 5.14 5.143.11 22'-6"22'-6"27'-9"21'-0"35'-4 1/2"4'-3" 7'-4 1/2" 11'-7 1/2" 8'-5 1/2" 3'-2"30'-0" 20'-1" 51'-8" 21'-0" 8'-0" 19'-9" 18'-0" 9'-0" 18'-0" 18'-0" 4'-6" 22'-6" 27'-9"STORAGE (NIC) 100 S N 400 W OPEN TO BELOW PROPERTY LINE ARENA GRID L I N E VERIFY IN F I E L D FOOTPRINT OF OPEN PARKING GARAGE ABOVE PROPERTY LINE FEC EXISTING BUILDING TO REMAIN (NIC) LIMIT OF SCOPE OF WORK LIMIT OF SCOPE OF WORK EXISTING BOLLARDS TO REMAIN EXISTING BOLLARDS TO REMAIN ARENA GRID LINEVERIFY IN FIELD MEZZANINE BASEMENT LEVEL PROPERTY LINE EXISTING SIDEWALK 10'-0" 3'-9 1/2" 10'-0" 38° 1'-0" 1'-0" 20'-8" 5'-1" 1'-0" 224'-8 1/2"228'-7 1/4" 1'-6" 2 1/4"1'-0" 10'-0" 1'-6" 1'-0" 227'-0 3/4" 1'-0" 10'-3"1'-0" 1'-0" 1'-0" 1'-0"10'-0"1'-6" 9'-4 1/2" 1'-0" 10'-3" 1 ' - 0 " 1'-6" 228'-0 3/4" 53° 41°42'-0 1/4" 39'-4 3/4" 127° 12'-0" 12'-6" 12'-6" 12'-6" 12'-3" 12'-6" 10'-6" 49'-6" 59'-8 1/2" 19'-0" 10'-6" 21'-3 1/2" 10'-6" 18'-1" 1'-7" 10'-0" 1'-6" 1 9 ' - 8 " 10'-6" 21'-3 1/2" 10'-6" 19'-0" 59'-8 1/2" 24'-5" 50'-6" 10'-0" 1'-2 1/2"6'-0"2'-4" 89'-10 1/2" 29'-8 1/2" 39'-3" 31'-9 1/2" 31'-10" 5'-8 1/2" PILE CAP FOOTING PLANTER BOX COLUMN BASEPLATE PILE CAP FOOTING PILE CAP FOOTING COLUMN BASEPLATE PROPERTY LINE PLANTER BOX SHEET NUMBER SHEET TITLE DESIGNED BYREVIEWED BYDRAWN BY PROJECT NUMBER DATE IRO / SEAL IN ASSOCIATION WITH : ISSUE Copyright © 2025 WALTER P. MOORE AND ASSOCIATES, INC. PROJECT TEAM PROJECT NAME ARCHITECT / STRUCTURAL ENGINEER WALTER P. MOORE AND ASSOCIATES, INC.633 W 5TH ST, SUITE 7200,LOS ANGELES, CALIFORNIA 90071PHONE: 310.254.1900 FAX: 310.254.1940 M09-21011-00 KEYNOTES 3D LEVEL PLAN PLAN NOTES WALTER P. MOOREARCHITECT ELECTRICAL & LOW VOLTAGE ENGINEERSTRUCTURAL ENGINEER MECHANICAL, PLUMBING & FIRE ENGINEERTRAFFIC ENGINEERING HORROCKSCIVIL & LANDSCAPEWALTER P. MOOREBNA CONSULTINGVBFAHALES ENGINEERING 301 SOUTH TEMPLESALT LAKE CITY, UT 84101(801)-325-2000IN ASSOCIATION WITH :CONSTRUCTION MANAGER OWNER 8/28/2025 2 : 3 6 : 2 7 P M PLANTER PLAN A2.00B 08 / 26 / 2025 61 S 400 W . SALT LAK E C I T Y , U T A H 8 4 1 0 1 YC SB 61 S 4 0 0 W . SALT L A K E C I T Y , U T A H 8 4 1 0 1 EP Keynote LegendKey Value Keynote Text3.11 CONCRETE CURB/ISLAND 6" HIGH, REFER TO DETAIL 8/A5.015.14 WIDE FLANGE STEEL COLUMN WITH STL COATING SYSTEM, TYP. - REFER TO STRUCTURAL DWGS.5.15 STEEL BRACE - REFER TO STRUCTURAL DWGS. NREFERENCETRUENORTH NO. DATE REVISION10/31/2024 50% Design Development12/06/2024 100% Design Development02/14/2025 50% Construction Documents03/07/2025 Phase 1 Permit Set03/21/2025 Bid Set04/07/2025 Phase 2 Permit Set7 xx/xx/2025 Bulletin #7 71" = 12'-10"PLANTER PLAN - UPPER LEVEL B1 (MEZZANINE)1