HomeMy WebLinkAbout251-24 RESOLUTION1 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 251-24 File Number: 2024-540 VERIZON WIRELESS (AMENDMENT NO. 6): A RESOLUTION TO APPROVE THE SIXTH AMENDMENT TO THE WATER TOWER ATTACHMENT COMMUNICATIONS SITE AGREEMENT WITH ALLTEL CORPORATION D/B/A VERIZON WIRELESS TO ALLOW VERIZON TO ADD NEW CELLULAR COMMUNICATIONS EQUIPMENT AND REPLACE OLD EQUIPMENT ON THE GULLEY ROAD ELEVATED WATER STORAGE TANK BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves the Sixth Amendment to the Water Tower Attachment Communications Site Agreement with Alltel Corporation d/b/a Verizon Wireless, a copy of which is attached to this Resolution, to allow Verizon to add new cellular communications equipment and replace old equipment on the older of the two Gulley Road elevated water storage tanks. PASSED and APPROVED on October 15, 2024 Page 1 Attest: ci •' GAS Y OF '•� Kara Paxton, City erk Trea rer ; CITY OF FAYETTEVILLE ARKANS ARKANSAS MEETING OF OCTOBER 15, 2024 CITY COUNCIL MEMO 2024-540 TO: Mayor Jordan and City Council THRU: Susan Norton, Chief of Staff FROM: Tim Nyander, Utilities Director SUBJECT: Verizon - Sixth Amendment to Communications Lease for the Gulley Road Water Tank RECOMMENDATION: Staff recommends the approval of a Sixth Amendment to the Water Tower Attachment Communications Site Agreement with Alltel Corporation d/b/a Verizon Wireless to allow Verizon to add new equipment and replace existing equipment on the older of the two Gulley Road elevated water storage tanks. BACKGROUND: Since October 1999, Verizon has leased space on the Gulley water tank for their cell antennas and associated equipment. There have been five amendments to the original lease, most of which were equipment modifications like this proposed Sixth Amendment. DISCUSSION: The Sixth Amendment outlines a new exhibit C-4 with a revised equipment list. Three new antennas will be installed on the railing of the water tank. An Antenna Mount Analysis is attached to confirm the railing will support the weight of the three new antennas. Existing antennas and other equipment will also be replaced as well as some cabling work. City Staff negotiated a $300/month increase to the rental amount based on the three new antennas that will be added. The current monthly rental amount that Verizon pays the City for this lease is $2,427.41, and after the $300 increase the rental amount will be $2,727.41. Staff recommends approval of the Sixth Amendment to the current communications lease with Verizon to allow them to add three new antennas and replace some existing equipment on the older of the two Gulley elevated storage tanks. BUDGET/STAFF IMPACT: This amendment will increase the monthly rental amount paid by Verizon by $300.00. ATTACHMENTS: SRF (#3), Amendment No. 6 (#4), Antenna Mount Analysis Report 9-19-24 (#5) Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Legislation Text File #: 2024-540 Verizon - Sixth Amendment to Communications Lease for the Gulley Road Water Tank A RESOLUTION TO APPROVE THE SIXTH AMENDMENT TO THE WATER TOWER ATTACHMENT COMMUNICATIONS SITE AGREEMENT WITH ALLTEL CORPORATION D/B/A VERIZON WIRELESS TO ALLOW VERIZON TO ADD NEW CELLULAR COMMUNICATIONS EQUIPMENT AND REPLACE OLD EQUIPMENT ON THE GULLEY ROAD ELEVATED WATER STORAGE TANK BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section l: That the City Council of the City of Fayetteville, Arkansas hereby approves the Sixth Amendment to the Water Tower Attachment Communications Site Agreement with Alltel Corporation d/b/a Verizon Wireless, a copy of which is attached to this Resolution, to allow Verizon to add new cellular communications equipment and replace old equipment on the older of the two Gulley Road elevated water storage tanks. Page 1 � r \ ,\ r 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 251-24 File Number: 2024-540 VERIZON WIRELESS (AMENDMENT NO. 6): A RESOLUTION TO APPROVE THE SIXTH AMENDMENT TO THE WATER TOWER ATTACHMENT COMMUNICATIONS SITE AGREEMENT WITH ALLTEL CORPORATION D/B/A VERIZON WIRELESS TO ALLOW VERIZON TO ADD NEW CELLULAR COMMUNICATIONS EQUIPMENT AND' REPLACE OLD EQUIPMENT ON THE GULLEY ROAD ELEVATED WATER STORAGE TANK BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section I: That the City Council of the City of Fayetteville, Arkansas hereby approves the Sixth Amendment to the Water Tower Attachment Communications Site Agreement with Alltel Corporation d/b/a Verizon Wireless, a copy of which is attached to this Resolution, to allow Verizon to add new cellular communications equipment and replace old equipment on the older of the two Gulley Road elevated water storage tanks. PASSED and APPROVED on October 15, 2024 Approved: Lioneld Jordan, Mayor Page 1 Attest: Kara Paxton, City Clerk Treasurer City of Fayetteville Staff Review Form 2024-540 Item ID 10/1/2024 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Tim Nyander 9/13/2024 WATER SEWER (720) Submitted By Submitted Date Division / Department Action Recommendation: Staff recommends the approval of a Sixth Amendment to the Water Tower Attachment Communications Site Agreement with Alltel Corporation d/b/a Verizon Wireless to allow Verizon to add new equipment and replace existing equipment on the older of the two Gulley Road elevated water storage tanks. Budget Impact: N/A N/A Account Number Fund N/A N/A Project Number Budgeted Item? No Does item have a direct cost? No Is a Budget Adjustment attached? No Purchase Order Number: Change Order Number: Original Contract Number: Comments: Total Amended Budget Expenses (Actual+Encum) Available Budget Item Cost Budget Adjustment Remaining Budget Project Title e Previous Ordinance or Resolution # Approval Date: V20221130 Docusign Envelope ID: DEOF9502-9FB5-40B1-A2B8-A15F19349B2F Owner Site: Gulley Road Water Tank, 3265 Gulley Road, Fayetteville, AR 72703 Tenant Site: Mall Beta /5000001247 SIXTH AMENDMENT TO WATER TOWER ATTACHMENT COMMUNICATIONS SITE AGREEMENT This Sixth Amendment to Water Tower Attachment Communications Site Agreement ("Amendment") is entered into this 15 day of 0 c tplo e ( 20 A, by and between City of Fayetteville ("OWNER"), with a mailing address of 113 West Mountain Street, Fayetteville, Arkansas 72701, and Alltel Corporation d/b/a Verizon Wireless ("TENANT"), with its principal office located at One Verizon Way, Mail Stop 4AW 100, Basking Ridge, New Jersey 07920. The OWNER and TENANT are at times collectively referred to hereinafter as the "Parties" or individually as the "Party". WHEREAS, OWNER and TENANT, as successor in interest to Fayetteville MSA Limited Partnership, are Parties to that certain Water Tower Attachment Communications Site Agreement dated October 20, 1999, as amended by that certain First Amendment to Water Tower Attachment Communications Site Agreement dated January 19, 2010, as amended by that certain Second Amendment to Water Tower Attachment Communications Site Agreement dated November 16, 2010, as amended by that certain Third Amendment to Water Tower Attachment Communications Site Agreement dated July 19, 2011, as amended by that certain Fourth Amendment to Water Tower Attachment Communications Site Agreement dated October 1, 2019, and as amended by that certain Fifth Amendment to Water Tower Attachment Communications Site Agreement dated October 4, 2022 (collectively, the "Agreement"), pursuant to which OWNER leases to TENANT a portion of OWNER's property located at 3265 Gulley Road, Fayetteville, Arkansas 72703; and WHEREAS, the Parties desire to amend the Agreement to modify the TENANT'S equipment as set forth herein. NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: 1. Any capitalized terms used in this Amendment that are not defined herein have the meanings given those terms in the Agreement. 2. OWNER and TENANT agree to modify TENANT's equipment as described on Exhibit C-4, attached hereto and incorporated herein by reference. 3. Exhibit C-3 of the Agreement is deleted in its entirety and replaced with Exhibit C- 4, attached hereto and incorporated herein by reference. All references to Exhibit C, Exhibit C-1, Exhibit C-2 or Exhibit C-3 in the Agreement are hereafter references to Exhibit C-4. 4. Commencing on the first (1st) day of the month following installation of TENANT's modified equipment ("Rent Increase Commencement Date"), the monthly rent paid by TENANT to OWNER shall increase by Three Hundred and No/100 Dollars ($300.00). The Parties agree to acknowledge the Rent Increase Commencement Date in writing. 5. OWNER and TENANT each hereby warrant to the other that the person executing this Amendment on behalf of the warranting Party has the full right, power and authority to enter Docusign Envelope ID: DEOF9502-9FB5-40B1-A2B8-A15F19349B2F into, and execute, this Amendment on that Party's behalf, and that no consent from any other person or entity is necessary as a condition precedent to the legal effect of this Amendment. 6. Except as specifically provided in this Amendment, the Agreement shall remain in full force and effect and shall continue to be binding upon, and enforceable against, OWNER and TENANT in accordance with its terms. All covenants, terms and obligations of the Agreement not modified by this Amendment are hereby ratified and affirmed. The terms and provisions of this Amendment shall control in the event of any inconsistency or discrepancy between the Agreement and this Amendment. [Signature Pages Follow] Docusign Envelope ID: DEOF9502-9FB5-40B1-A2B8-A15F19349B2F IN WITNESS WHEREOF, the Parties have executed this Amendment effective as of the day and year first above written. 1811101 D1►� City of F ettevi By: Printed Name11:''L- (AR11 Title: v Date: o �,'b c i I c)i 2—V TENANT: Alltel Corporation d/b/a Verizon Wireless DoeuSigned by: By: E2BOC7302C004F9 Printed Name: Jeremy Katzenberger Title: Associate Director - Network Real Estate Aug 30, 2024 Date: Docusign Envelope ID: DEOF9502-9FB5-40B1-A2B8-A15F19349B2F Exhibit C-4 EQUIPMENT DESCRIPTION Antenna/Tower Equipment: • Three (3) Samsung MT6413-77A Antennas (or like kind) • Six (6) CommScope NHH-65C-R2B antennas (or like kind) • Three (3) Samsung B2/B66A RRH ORAN (RF4439d-25A) (or like kind) • Three (3) Samsung RF446Id- 13A (or like kind) • One (1) Raycap RVZDC-6627-PF-48 (or like kind) • Two (2) hybrid cables • Five (5) 7/8" coaxial cables Ground Equipment: Equipment Shelter: 276" x 11'5" Generator Pad: Tx 10' Certificate Of Completion Envelope Id: DEOF95029FB540BlA2B8Al5Fl9349B2F Subject: Complete with Docusign: Verizon-2056644Mall Beta. pdf Source Envelope: Document Pages: 4 Signatures: 1 Certificate Pages: 5 Initials: 0 AutoNav: Enabled Envelopeld Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) Record Tracking DocuSign Status: Completed Envelope Originator: Tanya Turner -Belton Tanya.Tu rner-Belton@Verizon Wireless. com IP Address: 192.76.82.73 Status: Original Holder: Tanya Turner -Belton Location: DocuSign 8/30/2024 6:57:44 AM Tanya.Turner-Belton@VerizonWireless.com Signer Events Signature Timestamp Jeremy Katzenberger f' Sent: 8/30/2024 7:02:45 AM jeremy.katzenberger@verizonwireless.com IJUNC7302CO04'F9 txt'wh 6f-',bt L Y�t,Y' Viewed: 8/30/2024 7:09:40 AM Associate Director - Network Real Estate Signed: 8/30/2024 7:09:46 AM Security Level: Email, Account Authentication (None) Signature Adoption: Pre -selected Style Using IP Address: 69.78.66.90 Electronic Record and Signature Disclosure: Accepted: 2/19/2024 3:35:47 PM ID:66011257-8636-4f27-bff8-01623bdOb249 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Kathy Taylor COPIED Sent: 8/30/2024 7:02:43 AM ktaylor@foresitetowers.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Kelli Cantey COPIED Sent: 8/30/2024 7:02:43 AM kGantey@bakerdonelson.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Summer Hall COPIED Sent: 8/30/2024 7:02:44 AM smhall@bakerdonelson.com Viewed: 8/30/2024 7:17:18 AM Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Carbon Copy Events Status Timestamp Thomas Paine COPIED Sent: 8/30/2024 7:02:44 AM thomas.paine@verizonwireless.com Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 8/30/2024 7:02:44 AM Certified Delivered Security Checked 8/30/2024 7:09:40 AM Signing Complete Security Checked 8/30/2024 7:09:46 AM Completed Security Checked 8/30/2024 7:09:46 AM Payment Events Status Timestamps Electronic Record and -Signature Disclosure Electronic Record and Signature Disclosure created on: 9/23/2020 1:45:36 PM Parties agreed to: Jeremy Katzenberger ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, VBG Network Real Estate (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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By selecting the check -box next to `I agree to use electronic records and signatures', you confirm that: You can access and read this Electronic Record and Signature Disclosure; and You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and Until or unless you notify VBG Network Real Estate as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by VBG Network Real Estate during the course of your relationship with VBG Network Real Estate. verizonv Paul J. Ford and Company 250 East Broad Street Suite 600 Columbus, OH 43215 (614) 221-6679 PJ Fmount(cDpauliford.com 0 PAUL J. FORD K ( OMPANY Antenna Mount Analysis Report with Hardware Upgrades and PMl Requirements Mount Analysis SMART Tool Project #: 10219851 Paul J. Ford Project #: 21624-0019.001.8188 Rev1 September 19, 2024 Site Information Site 1D: 5000001247-VZW/MALL BETA Site Name. MALL BETA Carrier Name: Verizon Wireless Address: 1.5 Mi. N of Hwy 45 & 800' W of Gulley Rd. Fayetteville, Arkansas 72703, Washington County Latitude: 36.110256° Longitude:-94.089739° Structure Information Tower Type Mount Type FUZE ID # 16618508 123-Ft Water Tank 13.00-Ft Corral Analysis Results 13.00-Ft Corral: 88.7% Pass wl Hardware Upgrades* * Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis. ***Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https.Ilpmi.vzwsmart.com For additional questions and support, please reach out to: pmisupport@pauljford.com Report Prepared By: Kyle Jamison, El 51 AST--E-1OZ'41 .16977 J T K�`�� 0911912024 Mount Structural Analysis Report (1) 13.00-Ft Corral Executive Summary: September 19, 2024 Site ID: 5000001247-VZW/MALL BETA Page 12 The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed under Sources of Information was assumed completed and was included in this analysis. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Remarks Mount Mapping SGS Project # 417486, dated 0211312024 Radio Frequency Data Sheet RFDS Verizon RFDS, 16618508, dated 0110512024 Analysis Criteria: Codes and Standards: ANSI/TIA-222-H Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VOLT: 114 mph Ice Wind Speed (3-sec. Gust): 30 mph Design Ice Thickness: 2.00 in Risk Category: III Exposure Category: C Topographic Category: 5 Topographic Feature Considered: Hill Topographic Method: Method 2 Ground Elevation Factor, Ka: 0.946 Seismic Parameters: Ss: 0.164 Si.. 0.093 Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph Maintenance Live Load, Lv: 250 lbs. Maintenance Live Load, Lm: 500 lbs. Analysis Software: RISA-31) (V17.0.3) Mount Structural Analysis Report (1) 13.00-Ft Corral Final Loading Configuration: September 19, 2024 Site ID: 5000001247-VZW / MALL BETA Page 13 The following equipment has been considered for the analysis of the mount: Mount Elevation ft Equipment Elevation eft Quantity Manufacturer Model Status 123.00 +/- 123.00 3 Samsung MT6413-77A Added 6 Commscope NHH-65C-R213 3 Samsung 132/1366A RRH ORAN (RF4439d-25A) 3 Samsung RF4461d-13A 1 Raycap RVZDC-6627-PF-48 The recent mount mapping reported existing OVP units. It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the mount face, a mount re -analysis may be required unless replacing an existing OVP. Model Number Ports AKA RHSDC-1064-PF-48 2 OVP-2 RC3DC-3315-PF-48 6 OVP-6 RC3DC-3300-PF-48 6 OVP-6 RC3DC-4750-PF-48 6 OVP-6 RHSDC-6627-PF-48 12 OVP-12 RHSDC-6600-PF-48 12 OVP-12 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Paul J. Ford and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Paul J. Ford to verify deviation will not adversely impact the analysis. 2. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 3. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36) o HSS (Rectangular) ASTM 500 (Gr. B-46) o Pipe ASTM A53 (Gr. B-35) o Threaded Rod F1554 (Gr. 36) o Bolts ASTM A325 Mount Structural Analysis Report (1) 13.00-Ft Corral Analysis Results: September 19, 2024 Site ID: 5000001247-VZW / MALL BETA Page 14 Component Utilization % Pass/Fail Vertical Post 53.7% Pass Top Support Rail 58.4% Pass Middle Support Rail 43.7% Pass Toe Plate 25.4% Pass Mount Pie 88.7% Pass Structure Rating — (Con&vXkq Ugf1ho on of aN Congmm o) 88.7% • Results valid after hardware upgrades noted in the PMI Requirements are installed. Horizontal Shear k Vertical Shear k Axial (k) Horizontal Moment k-ft Vertical Moment k-ft Torque (k-ft) 0.667 1.646 0.617 1 0.00 0.00 0.00 Reactions provided for the supporting structure FOR to evaluate as needed. Reaction is for a single node. Mount Steel (EPA)a per ANSIMA-222-H Section 2.6.11.2: Ice Thickness (in) Mount Pipes Excluded Mount Pipes Included Front (EPA)a (Sq. Ft.) Side (EPA)a (Sq. Ft.) Front (EPA)a (Sq. Ft.) Side (EPA)a (Sq. Ft.) 0 36.8 33.5 57.9 54.6 0.5 48.4 50.5 82.0 77.7 1 60.7 63.3 104.2 98.8 Notes: - (EPA)a values listed above may be used in the absence of more precise information - (EPA)a values in the table above include 3 sector(s). - Ka factors included in (EPA)a calculations Mount Structural Analysis Report (1) 13.00-Ft Coral Requirements: September 19, 2024 Site ID: 5000001247-VZW / MALL BETA Page 15 The existing mount will be SUFFICIENT for the final loading configuration shown in attachment 2 upon the completion of the requirements listed below. Install new 96" P2.OSTD (2.375"x0.154") mount pipe in position 3 on the gamma sector per the PDs. The pipe projection should match the existing 96" long mount pipes. Use (2) new VZWSMART MSK-1 crossovers for the installation. ANSUASSP rigging plan review services compliant with the requirements of ANSUTIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Contractor Required Post Installation Inspection (PMI) Report Deliverables 2. Antenna Placement Diagrams 3. Mount Photos 4. Mount Mapping Report (for reference only) 5. Analysis Calculations Mount Desktop — Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor — Passing Mount Analysis Passing Mount Analysis requires a PMI due to a modification in loading. Electronic pdf version of this can be downloaded at https://Pmi.vzwsmart.com. For additional questions and support, please reach out to pmisupport@pauljford.com MDG #: 5000001247 SMART Project #: 10219851 Fuze Project ID: 16618508 Purpose — to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. • Contractor is responsible for making certain the photos provided as noted below provide confirmation that the installation was completed in accordance with this Passing Mount Analysis. • Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. Base Requirements: • If installation will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. • Provide "as built mount drawings" showing contractor's name, contact information, preparer's signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact the SMART Tool vendor immediately. • Each photo should be time and date stamped • Photos should be high resolution. • Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool engineer for recommendations. • The PMI can be accessed at the following portal: https.Ilpmi.vzwsmart.com Photo Requirements: • Photos taken at ground level o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation. o Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for all elevations that equipment was installed. Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to installation. o Photos showing the climbing facility and safety climb if present. o Photos showing each individual sector after installation. Each entire sector shall be in one photo to show the interconnection of members. These photos shall also certify that the placement and geometry of the equipment on the mount is as depicted in the antenna placement diagram in this form. o Photos that show the model number of each antenna and piece of equipment installed per sector. Antenna & equipment placement and Geometry Confirmation: • The contractor shall certify that the antenna & equipment placement and geometry is in accordance with the sketch and table as included in the mount analysis and noted below. ❑ The contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. OR ❑ The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Special Instructions / Validation as required from the MA or any other information the contractor deems necessary to share that was identified: Issue: Install new 96" P2.OSTD (2.375"x0.154") mount pipe in position 3 on the gamma sector per the PDs. The pipe projection should match the existing 96" long mount pipes. Use (2) new VZWSMART MSK-1 crossovers for the installation. Response: Special Instruction Confirmation: ❑ The contractor has read and acknowledges the above special instructions. ❑ All hardware listed in the Special Instructions above (if applicable) has been properly installed, and the existing hardware was inspected. ❑ The material utilized was as specified in the SMART Tool engineering vendor Special Instructions above (if applicable) and included in the material certification folder is a packing list or invoice for these materials. OR ❑ The material utilized was approved by a SMART Tool engineering vendor as an "equivalent" and this approval is included as part of the contractor submission. Comments: Contractor certifies that the climbing facility / safety climb was not damaged prior to starting work: ❑ Yes ❑ No Contractor certifies no new damage created during the current installation: ❑ Yes ❑ No Contractor to certify the condition of the safety climb and verify no damage when leaving the site: ❑ Safety Climb in Good Condition ❑ Safety Climb Damaged Contractor to provide measurement from top of the highest equipment/steel to the bottom of the lowest equipment/steel by documenting it using the most appropriate illustration below along with supporting photos: TIP OF Itl6HEST ArrIIRTENMiCE r TOTAL VURICALL ENVELOPE • a nr of a wEsin sr AnuRTENANCE Illustration #1 Certifying Individual: Company: Employee Name: Contact Phone: Email: Date: — - TIP OF HIGHEST APPLNUMANCE a TOTAL VERTICAL ENVELOPE' 1 TIP OF LO[ST ArrURTENANCE Illustration #2 Structure: 5000001247-VZW -MALL BETA Sector: A 4/11/2024 Structure Type: Water Tank 10219851 OF PAU L J. FORD CM AN Mount Elev.- 123.00 Page: 1 Plan View Structure Front View - Looking at Structure 4 3 2 1 Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frrn L. # Pos V Pos Frrn T. H Off Status Validation A2 NHH-65C-R2B 96 11.9 98 1 a Front 30 0 Added R3 B2/B66A RRH ORAN (RF4439d-25A) 15 15 98 1 a Behind 72 0 Added A2 NHH-65C-R2B 96 11.9 61 2 a Front 78 0 Added R4 RF4461d-13A 15 15 61 2 a Behind 36 0 Added Al MT6413-77A 28.9 15.8 32 3 a Front 30 0 Added A5 RVZDC-6627-PF-48 29.5 16.5 32 3 a Behind 48 0 Added A10 Beacon 28 17.5 4 a Front 12 0 Retained Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved Structure: 5000001247-VZW - MALL BETA Sector: B 4/11/2024 Structure Type: Water Tank 10219851 PX PAU L J. FORD & OMPAN• Mount Elev: 123.00 Page: 2 Plan View Stru�re Front View - Looking at Structure A• 4 3 2 Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H OH Status Validation A2 NHH-65C-R2B 96 11.9 98 1 a Front 30 0 Added R3 B21B66A RRH ORAN (RF4439d-25A) 15 15 98 1 a Behind 72 0 Added A2 NHH-65C-R2B 96 11.9 61 2 a Front 78 0 Added R4 RF4481d-13A 15 15 81 2 a Behind 36 0 Added Al MT6413-77A 28.9 15.8 32 3 a Front 30 0 Added A11 18 inch dish 0 0 4 a Front 12 0 Retained Copyright 2019 by Tower Engineering Solutions, LLC All Rights Reserved Structure: 5000001247-VZW -MALL BETA Sector: C 4/11/2024 Structure Type: Water Tank 10219851 MF PA U L J. FORD Mount Elev: 123.00 Page: 3 Plan View swar,re ,... .. Front View - Looking at Structure 4 3 2 1 Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frrn L. # Pos V Pos Frrn T. H Off Status Validation A2 NHH-65C-R2B 96 11.9 98 1 a Front 30 0 Added R3 B2/B68A RRH ORAN (RF4439d-25A) 15 15 98 1 a Behind 72 0 Added A2 NHH-65C-R2B 98 11.9 81 2 a Front 78 0 Added R4 RF4481d-13A 15 15 61 2 a Behind 36 0 Added Al MT6413-77A 28.9 15.8 32 3 a Front 30 0 Added All 18 inch dish 0 0 4 a Front 12 0 Retained Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved r 441 oil ` Antenna Mount Mapping Forth (PATENT PENDING) FC0 N/A Tower Owner: ATC Ma In Date: 211 2024 li, BRe Name: 5000001247-VZW Tower T OU�er „I Bib Number or ID: Ma"Ing Contractor: 14117495 I SGS Towers I Tower Height Ft.: Mount Elevation (FIL): UNKNOWN 125.5 This antenna mapping form Is the property of TES and under PATENT PENDING. The formation contained herein Is considered confidential In nature and Is to be used only for the speciflc customer It was Intended for. Reproduction, transmission, publication, modification or disclosure by any method is prohibited except by express written permission of TES. All means and methods are the responsibility of the contactor and the work %lull be compll•nt with ANSI/ASSE A 10.48, OSHA FCC, FAA and other safety requirements that may apply. TES Is not warrartying the usability of the safety climb as it must be assessed prior to each use in compliance with OSHA requirements. if��oawv � I f tw io.a? i f�+i n.P..w• i ham'' 4.i• } A�ro�wenbre.went ,yi �/ � nan.na nar.a 74 Elevation View SECTOR B 7 IT gf.•IOR C FAu s r- t[e -41 v SECTOR A f LEG A Xerlaenral oNan •n' Ant,. r-r2T-ir 1 a �11 Mtn �1 Met Mount PI Configuration and Geometries Unit= Inches] Sositi / Position Mount Pipe Size & Length Vertical Olmmdon nrh Xorlxonul Onset "Cl, C2, C3, etc." / PosSecition Position Mount Pipe Size &Length Verdcal Dimension 0lmensbn Horizontal Onset "Cl, C21 C3, ea." Al 2.375"x .154"x 96" 93.50 17.00 Cl 3.5" x .216" x 144" 14150 6.00 A2 3.5" x .216" x 144" 141.50 56.50 C2 2.375"x .lS4"x 96^ 93.50 50.00 A3 2.375"x .154"x 96" 93.50 98.00 C3 A4 CA AS C5 A6 C6 B1 2.375"x .154"x 96" 93.50 17.00 D1 B2 3.5" x .216" x 144" 141.50 56.50 D2 B3 2.375"x .154"x 96" 93.50 98.00 D3 B4 D4 BS D5 B6 D6 Distance from top of bottom support rail to lowest tip of ant./eqpt. of Carrier above. (N/A if > 10 ft.) Distance from top of bottom support rail to highest tip of ant./egpt. of Carrier below. (N/A if > 10 ft.) Please enter additional infomation or comments below. Mount elevation taken from three Internal measurements within water tower of 20', 40' and 65.5'. MP horizontal offset taken from edge of first handrail panel of sector. Tower Face Width at Mount Elev. (ft.): I ITower Leg Size or Pole Shaft Diameter at Mount Elev. (in.): Enter antenna model. If not labeled, enter "Unknown". Mounting Locations Photos of (Units are inches and degrees] antennas E Coax Antenna Vertical Horiz. offset Antenna Antenna Models if Width Depth Height Sizeand Center- Distances"bs„ bz.r ^h" (use"-" Azimuth Photo y Known (in.) (In,) (In,) If Antis Numbed Qty line (Ft.) bs„ bib...:' (Inches) behind) (Degrees) ac Sector A Ar la UNKNOWN PANEL 11.D0 5.75 47.00 (3) 5/8", 125.5 27.00 10.00 0.00 195 Antzb 9442 RRH2K40-AWS- 10.60 6.70 24.40 89.00 -9.00 206 Ant,, Ant- RHSDC-3315-PF-" 1 15.73 10.25 25.66 80.00 -9.00 224 32.00 -10.00 0.00 89.00 -9.00 for Each Sector for Each Sector ■ii_iil ■I\ lid ��■�������� Observed Safety and Structural Issues During the Mount Mapping Issue a Descnpnon of Issue Photo a 1 2 3 4 S 6 7 8 Mapping Notes 1. Please report any visible structural or safety issues observed on the antenna mounts (Damaged members, loose connections, tilting mounts, safety climb issues, etc.) 2. If the thickness of the existing pipes or tubing can't be obtained from a general tool (such as Caliper), please use an ultrasonic measurement tool (thickness gauge) to measure the thickness. 3. Please create all required detail sketches of the mounts and insert them into the "Sketches" tab. 4. Please measure and enter the bolt sizes and types under the Members Box in the spreadsheet of the mount type. 5. Take and label the photos of the tower, mounts, connections, antennas and all measurements. Minimum 50 photos are required. 6. Please measure and report the size and length of all existing antenna mounting pipes. 7. Please measure and report the antenna information for all sectors. Standard Candltlons 1. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping are to be reported in this mapping. However, this mount mapping is not a condition assessment of the mount. 444 oil Antenna Mount Mapping Form (PATENT PENDING) kce wA IE Tower Chem— ATC Ma In Data:. 2I732024 Site Nanw: 5000001247-VZW Tower T Other Site Number or ID: 417486 Tower Haight Ft.: UNKNOWN Mapping Contactor. I SG Towers Mount Elevation (Ft.); 125.5 This antenna mapping form is the prppertyof TES and under, PATENt PENDING, The formation contained herein Is considered confidential in nature and is to be used only for the specific customer It was intended for. Reproduction, transmission, publication, modification or disclosure by any method Is prohibited except by express written permission of TES. All means and methods are the responsibility a/ the contractor and the work shall be compliant. d, ANSI/ASSE A 10.49, OSHA FCC, FAA and other safely requirements that may apply. TES Is not warrantyme the usability of the safety climb as it must be assessed orior to each use in compliance with OSHA requirements. Please Insert Sketches of the Antenna Mount Antlis n' e, /w(f A`I y * / Ant3a Antlb Ant2a I II �p y Antlb ry Antla r 1 ♦ Anil. 7.A/Iµ e 0- � PIP,? Ant3a IT ( ( r c,.IpmNtt Plan View A a C 17" 17" 6" e 56.5" 56.5" So" 11.1 qa" • I��t. Drlow S All connections welded #POO unles, gth.rill noted I 7 _ ' J I'll �? aai0 P19"k.14S MP Elevation View Elevation View a Please Insert Sketches of the Antenna Mount, cont'd jI I Please Insert Sketches of the Antenna Mount, cont'd Igs�c LT'ON � All connections welded y7; O/ unless otherwise noted_ 1 s L�<r�YL.V�• ��{r lI Envelope Only Solution Paul J. Ford KMJ Project No. 10219851 5000001247-VZW MT LO H SK-1 Apr 12, 2024 at 3:57 PM 5000001247-VZW MT LO H.r3d Code Check (Env) A, No Calc > 1.0 90.1.0 Z X .75,90 .50-.75 0:.50 •fie 1� % .89 M .3 ci .5 19 c� .2 N 3S v 3 •4 q 7,6 42 c� y ,o .2 2 e 10' 22 v ry a 3� N �0 .20 .15 N N N 3S .23 .19 6 .23 .19 2S cl 2 .19 17 Member Code Checks Displayed (Enveloped) Envelope Only Solution Paul J. Ford 5000001247-VZW MT_LO_H SK - 2 KMJ Apr 12, 2024 at 3:58 PM Project No. 10219851 5000001247-VZW MT_LO_H.r3d Y Shear Check Env) No Calc 11.0 Z X 90-1.0 .75.90 .50,75 0-50 0 2 •O� .09 0 1 2 06 .0 N '0 0 09 17 17 a0 v N p O 7�0 0 9 0S 06 04 co 0 A 0 �? .05 .05 1 M17 .05 ro .05 0 03 0 2 02 01 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Paul J. Ford 5000001247-VZW MT_LO_H SK - 3 KMJ Apr 12, 2024 at 3:58 PM Project No. 10219851 5000001247-VZW MT_LO_H.r3d Company Paul J. Ford IIRISA Designer KMJ Job Number Project No. 10219851 Model Name 5000001247-VZW MT_LO_H (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 37 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? No Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration ft/sec^2 32.2 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th 360-16 : LRFD Adjust Stiffness? Yes Iterative RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code None Masonry Code None Aluminum Code None - Building Stainless Steel Code None Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 11 Max % Steel for Column 18 Apr 12, 2024 3:56 PM Checked By: RISA-31D Version 17.0.3[CA ... \... \... \ ... \... \... \... \... \... \... \... \Model Files\5000001247-VZW_MT_LO_H.r3d] Page 1 Company Paul J. Ford Apr 12, 2024 11RISA Designer KMJ Checked PM ke Job Number Project No. 10219851 Checked By: Model Name 5000001247-VZW MT LO H (Global) Model Settings, Continued Seismic Code ASCE 7-05 Seismic Base Elevation ft Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X sec Not Entered T Z sec Not Entered R X 8.5 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SIDS 1 S1 1 TL sec Not Entered Occupancy Cat I or II Drift Cat Other mZ 1 mX 1 dZ 4 dX 4 ho Z 1 Rho X 1 Hot Rotted Steel Properties I ehel G rie.il r- rL-il Nn Therm !H rJ.n ihrr4/4iAZ1 vielrlri-n Rv Fnrken R4 1 A36 G0611154 .3 .6 .49 36 1.5 58 1.2 2 A572 Gr.50 29000111 3 .49 50 1.1 58 1 A992 29000 11154 .6 .49 50 1.1 58 1.2 4 A500 GrA2 29000 111 .3 .49 42 1.3 58 1.1 5 A500 Gr. 46 29000 11154 .3 .65 .49 46 1.2 58 1.1 A r. B 3 k i 11154 .3 5 1 .49 1 5 1.5 1 60 1 1.2 7 235 Gr B 29000 11154 .3 1 .65 1 .49 1 34 1.5 1 58 1 1.2 A53 Gr.13 1 29000 1 11154 1 .3 1 .6 .49 1 35 1 1.5 1 60 1 1.2 Hot Rolled Steel Section Sets 1 �hel Chine Tvne Ilecinn 1 i.f RAnf-inl rlecinn Ride. a rinol Ivv rindl i- rindl I rindl 1 Face Horizo... PIPE 1.25 None None A53 Gr.B (3... Typical .625 .184 .184 .368 2 Standoff Pie PPE 2.5 None None A53 Gr.B 3... TvDical 1.61 1.45 1.45 2 .89 3 Standoff Plat PL1/2x5 None None Q235 Gr B Typical 2.5 .052 5.208 .195 4 Tie Back PIPE 1.25 None None A53 Gr.B (3... Typical .625 .184 .184 .368 5 Bracing 1.25.. SR 1.25 None None A53 Gr.B (3... Tvvical 1.227 .12 .12 .24 6 Bracing 1 SR SR 1 None None A53 Gr.B (3... Typical .785 .049 .049 .098 7 Bracing 3/4 ... SR 0.75 None I None A53 Gr.B (3... Typical .442 .016 .016 .031 Mount Pipel PIPE 2.0 1 None I None IA53 Gr.B (3... Typical 1.02 .627 .627 1.25 g standoff Ma... PIPE 4.0 None None A53 Gr.B (3... T ical 2.96 6.82 6.82 13.6 Member Primary Data I ohel I Ininf I Inin4 k Ininf QM4e1 Cer4inn/Chine Tvne r)ecinn 1 ie4 Unf-i.l rl-inn R �0���®-- _,'�1•'-- \I \t'L�1lL� ��\'I�1L�Yl�■07LRm��ZiLel �L�JILa FORM RISA-31D Version 17.0.3[CA... \...\... \ ... \...\... \...\...\...\...\... \Model Files\5000001247-VZW_MT_LO_H.r3d] Page 2 Company Paul J. Ford Apr 12, 2024 11RISA Designer . KMJ Checked PM ke Job Number Project No. 10219851 Checked By: Model Name 5000001247-VZW MT LO H Member Primary Data (Continued) I �K.l 1 Inin} 1 Inin} K IniM PM�la! T-a r)acinn 1 ict Matalini rlaeinn R 5 RL13 V13 V29 RIGID None None RIGID Typical 6 RL14 V14 V30 RIGID None None RIGID Typical 7 RL15 V15 V31 RIGID None None RIGID Typical 8 RL16 V16 V32 RIGID None None RIGID Typical 9 MP1A V41 V33 PIPE 2.0 None None A53 Gr.B 35 ksi Typical 10 MP2A V42 V34 PIPE 3.0 None None A53 Gr.B 35 ksi TvDical 11 MP3A V43 I V35 PIPE 2.0 None None A53 Gr.6 35 ksi TVDical 12 MP1B V44 V36 PIPE 2.0 None None A53 Gr.13 35 ksi Typical 13 MP26 V45 V37 PIPE 3.0 None None A53 Gr.B 35 ksi Typical 14 MP36 V46 V38 PIPE 2.0 None None A53 Gr.13 35 ksi TvDical 15 MP2C V47 V39 PIPE 3.0 None None A53 Gr.B 35 ksi Typical 16 MP3C V48 V40 PIPE 2.0 None None A53 Gr.13 35 ksi Typical 17 TP-1 NO N1 PL1/4X4 None None A36 Gr.36 TvDical 18 TP-2 N1 N2 PL1/4X4 None None A36 Gr.36 Typical 19 TP-3 N2 N3 PL1/4X4 None None A36 Gr.36 Typical 20 TP-4 N3 N4 PL1/4X4 None None A36 Gr.36 Typical 21 TP-5 N4 N5 PL1/4X4 None None A36 Gr.36 Typical 22 TP-6 N5 N6 PL1/4X4 None None A36 Gr.36 TvDical 23 TP-7 N6 N7 PL1/4X4 None None A36 Gr.36 TvDicall 24 TP-8 N7 N8 PL1/4X4 None None A36 Gr.36 Typical 25 TP-9 N8 N9 PL1/4X4 None None A36 Gr.36 T ical 26 TP-10 N9 N10 PL1/4X4 None None A36 Gr.36 T ical 27 TP-11 N10 N11 PL1/4X4 None None A36 Gr.36 T ical 28 TP-12 N11 NO PL1/4X4 None None A36 Gr.36 T ical 29 TRA N12 N13 90 PIPE 1.5 None None A53 Gr.13T ical 30 TR-2 N13 N14 90 PIPE 1.5 None None A53 Gr B Typical 31 TR-3 N14 N15 90 PIPE 1.5 None None A53 Gr.6 Typical 32 TR4 N15 N16 90 PIPE 1.5 None None A53 Gr.6 Typical 33 TR-5 N16 N17 90 PIPE 1.5 None None A53 Gr.13 Typical 34 TR-6 N17 N18 90 PIPE 1.5 None None A53 Gr.B Typical 35 TR-7 N18 N19 90 PIPE 1.5 None None A53 Gr.B Typical 36 TR-8 N19 N20 90 PIPE 1.5 None None A53 Gr.B Typical 37 TR-9 N20 N21 90 PIPE 1.5 None None A53 Gr.13 Typical 38 TRA0 N21 N22 90 PIPE 1.5 None None A53 Gr.6 Typical 39 TRA 1 N22 N23 90 PIPE 1.5 None None A53 Gr.13 Typical 40 TRA2 N23 N12 90 PIPE 1.5 None None A53 Gr.6 Typical 41 VP-1 NO N12 225 PIPE 1.5 None None A36 Gr.36 Typical 42 VP-2 N1 N13 195 PIPE 1.5 None None A36 Gr.36 Typical 43 VP-3 N2 N14 165 PIPE 1.5 None None A36 Gr.36 Typical 44 VP-4 N3 N15 135 PIPE 1.5 None None A36 Gr.36 Typical 45 VP-5 N4 N16 105 PIPE 1.5 None None A36 Gr.36 Typical 46 VP-6 N5 N17 75 PIPE 1.5 None None A36 Gr.36 T ical 47 VP-7 N6 N18 45 PIPE 1.5 None None A36 Gr.36 Typical 48 VP-8 N7 N19 15 PIPE 1.5 None None A36 Gr.36 Typical 49 VP-9 N8 N20 345 PIPE 1.5 None None A36 Gr.36 Typical 50 VP-10 N9 N21 315 PIPE 1.5 None None A36 Gr.36 Typical 51 VP-11 N10 N22 285 PIPE 1.5 None None A36 Gr.36 T ical 52 VP-12 N11 N23 255 PIPE 1.5 None None A36 Gr.36 Typical 53 MR1-1 00 01 90 PIPE 1.5 None None A53 Gr.13 Typical 54 MR1-2 01 02 90 PIPE 1.5 None None A53 Gr.13 Typical 55 MR1-3 02 03 90 PIPE 1.5 None None A53 Gr.13 T ical 56 MR1-4 03 04 90 PIPE 1.5 None None A53 Gr.6 Typical 57 MR1-5 04 05 90 PIPE 1.5 None None A53 Gr.B Typicall 58 MR1-6 05 06 90 PIPE 1.5 None None A53 Gr.B ical 59 MR1-7 06 07 90 PIPE 1.5 None None A53 Gr.B ical 60 MR1-8 07 08 90 PIPE 1.5 None None A53 Gr.6 ical jT 61 MR1-9 08 09 90 PIPE 1.5 None None A53 Gr.13 ical RISA-3D Version 17.0.3[CA ... \...\... \...\...\... \...\.A..\ ... \... \Model Files\5000001247-VZW MT_LO_H.r3d] Page 3 Company Paul J. Ford Apr 12, 2024 11RISA Designer KMJ Checked kPM e Job Number Project No. 10219851 Checked By: "Nero 1, Model Name 5000001247-VZW MT_LO_H Member Primary Data (Continued) I ahal I _Inint _1 Jnint K _Inint Rntntal Sprtinn/Shona Tvna nocinn 1 ict Mntarinl rlaeinn R 2 MR1-10 09 010 90 PIPE 1.5 None None A53 Gr.B Tygical 63 MR1-11 010 011 90 PIPE 1.5 None None A53 Gr.B T ical 64 MR1-12 011 00 90 PIPE 1.5 None None A53 Gr.B TYDical 65 LV 012 013 90 PIPE 1.5 None None A53 Gr.6 Tynical 66 MR2-2 013 014 90 PIPE 1.5 None None A53 Gr.B TVDiCal 67 MR2-3 014 1 015 90 PIPE 1.5 None None A53 Gr.6 Typical 68 MR2-4 015 016 90 PIPE 1.5 None None A53 Gr.B Typical 69 MR2-5 016 017 90 PIPE 1.5 None None A53 Gr.B T ical 70 MR2 017 018 90 PIPE 1.5 None None A53 Gr.6 Typical 71 MR2-7 018 019 90 PIPE 1.5 None None A53 Gr.B T is I 72 MR2-8 19 020 90 PIPE 1.5 None None A Gr.6 T ical 73 MR2-9 020 021 90 PIPE 1.5 None None A53 Gr.B Typical 74 MR2-10 021 022 90 PIPE 1.5 None None A53 Gr.B Typical 75 MR2-11 022 023 90 PIPE 1.5 None None A53 Gr.6 Typical 76 MR2-12 023 012 90 PIPE 1.5 None None A53 Gr.B Typical 77 LM1 N98 N106 RIGID None None RIGID Typical 78 LM2 N99 N107 RIGID None None RIGID Typical 79 M87 N100 N108 RIGID None None RIGID 80 M86 N101 N109 RIGID None None --Tyoical RIGID Typical 81 M89 N102 N110 RIGID None None RIGID Typical 82 M90 N103 N111 RIGID None None RIGID TVDical 83 M91 N104 N112 RIGID None None RIGID Typical 84 M92 N105 N113 RIGID None None RIGID Typical 85 M 9 3- N114 N116 RIGID None None RIGID Typical 86 M 4 N115 N117 RIGID None None RIGID Typical 87 MP4C N119 N118 PIPE 1.0 Beam Wide Flan... A53 Gr.B T ical 88 M96 N120 N121 L2x2x3 Beam Wide Flan... A36 Gr.36 Tvoical 89 M97 N121 N122 L2x2x3 Beam Wide Flan... A36 Gr.36 TVDical 90 N1 2 N120 L2x2x3 Beam Wide Flan... A36 Gr.36 Typical 91 M99 N123 N124 RIGID None None RIGID TvDical 92 MP1 Q N12 N125 PIPE 2.0 None None A53 Gr.13 35 ksi T ical 93 M101 N127 N128 RIGID None None RIGID Typical 94 M102 N1 N1 1 RIGID None None RIGID Typical 95 M103 N130 N132 RIGID None None RIGID TvDical 1 PIPE 1.0 Beam Wide Flan... A53 Gr.B Tyoiol 97 M108 N141 N143 RIGID None None RIGID T ical 98 M109 N142 N144 RIGID -None, N n RIGID T i 99 MP4B N146 N145 PIPE 1.0 Beam Wide Flan... A53 Gr.B T ical Member Advanced Data I nhel I Role.ee i I nffeetrinl I nffeetrinl T/r` only Dhvci—1 n.fl R.} An�lvcic In�nfive Cniemir 1 RI-9 Yes ** NA ** None 2 RLIO Yes NA *' None RL11 Yes ** NA ** None 4 RL12 Yes ** NA ** None L13 Yes ** NA ** None 6 RL14 Yes ** NA ** None 7 RL15 Yes ** NA ** None 8 RL16 Yes " NA ** None 9 MP1A Yes ** NA ** None 10 MP2A Yes " NA "* None 11 MP3A Yes ** NA ** None 12 MP113Yes '" NA **None F13 MP213 Yes ** NA ** None 14 MP313 Ye5 NA "* None RISA-3D Version 17.0.3[CA ... \... \... \..A ... \... 1..\... \...\... \... \Model Files\5000001247-VZW MT_LO_H.r3d] Page 4 Company Paul J. Ford Apr 12, 2024 IIRISA Designer KMJ Checked PM ke Job Number Project No. 10219851 Checked By: Model Name 5000001247-VZW MT LO H Member Advanced Data (Continued) I nhAI I ReIP.nGp .1 RPIPARP I Off ptrinl .I Offsetrinl TIC Only Physical nefl Rat Analvsis Inactive Seismic _ 15 MP2C I Yes " NA " None 16 MP3C Yes "" NA *" None 17 TP-1 Yes "' NA *' None 18 TP-2 Yes "" NA *" None 19 TP-3 Yes *" NA "` None 20 TP-4 Yes "` NA `" None 21 TP-5 Yes *' NA *` None 22 TP-6 Yes '* NA " None 23 TP-7 Yes " NA `* None 24 TP-8 Yes "* NA " None 25 TP-9 Yes " NA *' None 26 TP-10 Yes ** NA `* None 27 TP-11 Yes *' NA *" None 28 TP-12 Yes *` NA *` None 29 TRA Yes *" NA *" None 30 TR-2 Yes "* NA "" None 31 TR-3 Yes ** NA *" None 32 TR-4 Yes ** NA ** None 33 TR-5 Yes ** NA *' None 34 TR-6 Yes "* NA ** None 35 TR-7 Yes *' NA "* None 36 TR-8 Yes *" NA *" None 37 TR-9 Yes "' NA ** None 38 TR-10 Yes " NA *" None 39 TR-11 Yes "` NA "" None 40 TR-12 Yes "* NA *' None 41 VP-1 Yes "" NA ** None 42 VP-2 Yes " NA ** None 43 VP-3 Yes " NA *` None 44 VP-4 Yes ** NA'" None 45 VP-5 Yes '" NA " None 46 VP-6 Yes "' NA "` None 47 VP-7 Yes " NA " None 48 VP-8 Yes " NA "* None 49 VP-9 Yes " NA " None 50 VP-10 Yes *' NA ** None 51 VP-11 Yes " NA `* None 52 VP-12 Yes " NA *" None 53 MR1-1 Yes " NA `* None 54 MR1-2 Yes *` NA ** None 55 MR1-3 Yes ** NA ** None 56 MR14 Yes " NA "" None 57 MR1-5 Yes " NA `* None 58 MR1-6 Yes " NA "* None 59 MR1-7 Yes " NA `" None 60 MR1-8 Yes "" NA *' None 61 MR1-9 Yes "* NA `* None 62 MR1-10 Yes *" NA ** None 63 MR1-11 Yes *' NA ** None 64 MR1-12 Yes '" NA'" None 65 LV Yes " NA '* None 66 MR2-2 Yes *" NA "" None 67 MR2-3 Yes "' NA " None 68 MR24 Yes '* NA `* None 69 MR2-5 Yes '" NA ** None 70 MR2-6 Yes " NA ** None 71 MR2-7 Yes " NA ** None RISA-313 Version 17.0.3[CA ... \... \... \ ... \... \... \... \... \... \... \... \Model Files\5000001247-VZW MT_LO_H.r3d] Page 5 Company Paul J. Ford 11RISA Designer KMJ Jab Number Project No. 10219851 Model Name 5000001247-VZW MT LO H Apr 12, 2024 3:56 PM Checked By. Member Advanced Data (Continued) Label I Release J Release I Offsetfinl J Offsetfinl T/C Only Phvsical DO Rat...Analvsis ... Inactive —Seismic... WI l 1 • • • • • ----��-- lt'L•11L� Hot Rolled Steel Design Parameters Label Shane Lenathfftl Lbvvfftl Lbzzfftl LcomD toofftl LcomD botfftl L-torau... Kvv Kzz Cb Function M. OEM I�RM90 MEES1:f-_ RISA-31D Version 17.0.3[CA ... \...\... \... \..A ... \... \... \... \... \.. \Model Files\5000001247-VZW MT_LO_H.r3d] Page 6 Company Paul J. Ford KMJ 11RISAJob Des(gner Number Project No. 10219851 Model Name 5000001247-VZW_MT_LO_H Hot Rolled Steel Design Parameters (Continued) Apr 12, 2024 3:56 PM Checked By: Label Shane I_enothfftl Lhvvrftl Lh77fftl Lcomn tonrftl Lcomn botrftl L-torou._ Kvv Kzz Cb Function 25 1 TR-5 PIPE 1.5 3.494 Lbvv Lateral 26 TR-6 PIPE 1.5 3.494 Lbyy Lateral 27 TR-7 PIPE 1.5 3.494 Lbvy Lateral 28 TR-8 PIPE 1.5 3.494 Lbyy Lateral 29 TR-9 PIPE 1.5 3.494 Lbvv Lateral 30 TR-10 PIPE 1.5 3.494 Lbvv Lateral 31 TR-11 PIPE 1.5 3.494 Lbvv Lateral 32 TR-12 PIPE 1.5 3.494 Lbyy Lateral 33 VP-1 PIPE 1.5 3.625 Lbvv Lateral 34 VP-2 PIPE 1.5 3.625 Lbyy Lateral 35 VP-3 PIPE 1.5 3.625 Lbvv Lateral 36 VP-4 PIPE 1.5 3.625 Lbyy Lateral 37 VP-5 PIPE 1.5 3.625 Lbvv Lateral 38 VP-6 PIPE 1. 3.625 Lb Lateral 39 VP-7 PIPE 1.5 3.625 Lb Lateral 40 VP- PIP 1.5 3.625 Lb Lateral 41 VP-9 PIPE 1.5 3.625 Lb Lateral 42 VP-10 PIPE 1.5 3.625 Lb Lateral 43 VP-11 PIPE 1.5 3.625 Lbvv Lateral 44 VP-12 PIPE 1.5 3.625 Lbyy Lateral 45 MR1-1 PIPE 1.5 3.494 Lbvv Lateral 46 MR1-2 PIPE 1.5 3.494 Lbvv Lateral 47 MR1-3 PIPE 1.5 3.494 Lbvv Lateral 48 MR1-4 PIPE 1.5 3.494 Lbvv Lateral 49 MR1-5 PIPE 1.5 3.494 Lbvv Lateral 50 MR1-6 PIPE 1.5 3.494 Lbyy Lateral 51 MR1-7 PIPE 1.5 3.494 Lbvv Lateral 52 MR1-8 PIPE 1.5 3.494 Lbvv Lateral 53 MR1-9 PIPE 1.5 3.494 LbyY Lateral 54 MR1-10 PIPE 1.5 3.494 Lbyy Lateral 55 MR1-11 PIPE 1.5 3.494 Lbvv Lateral 56 MR1-12 PIPE 1.5 3.494 Lbyy Lateral 57 LV PIPE 1.5 3.494 LbvY Lateral 58 MR2-2 PIPE 1.5 3.494 Lbyy Lateral 59 MR2-3 PIPE 1.5 3.494 Lbvv Lateral 60 MR2-4 PIPE 1.5 3.494 Lbyy Lateral 61 MR2-5 PIPE 1.5 3.494 Lbvv Lateral 62 MR2 PIPE 1.5 3.494 LbYY Lateral 63 MR2-7 PIPE 1.5 3,494 Lbyv Lateral 64 MR2-8 PIPE 1.5 3.494 Lbyy Lateral 65 MR2-9 PIPE 1.5 3.494 Lbvy Lateral 66 MR2-1 0 PIPE 1.5 3.494 Lbyv Lateral 67 MR2-11 PIPE 1.5 3.494 Lbvv Lateral 68 MR2-12 PIPE 1.5 3.494 Lbyy Lateral 69 MP4C PIPE 1.0 3 Lbyv Lateral 70 M96 L2x2x3 11.054 Lbyy Lateral 71 M97 L2x2x3 8.325 Lbyy Lateral 72 M98 L2x2x3 12.303 Lbyy Lateral 73 MP1C PIPE 2.0 8 Lbyv Lateral 74 MP4A PIPE 1.0 3 Lbyy Lateral 75 MP413 PIPE 1.0 3 Lbyy Lateral RISA-3D Version 17.0.3[CA ... \... \... \...\...\... \... \..A ... \... \... \Model Files\5000001247-VZW_MT_LO_H.r3d] Page 7 Company Paul J. Ford IIRISA. Designer KMJ Job Number Project No. 10219851 ANEM Model Name 5000001247-VZW MT_LO_H Basic Load Cases Apr 12, 2024 3:56 PM Checked By: Ri r nacrrintinn rntannry X rrnvity V rrnvity 7 rrnvity Jnint Pnint nictrihnt Aron(Ma Curfnra! ©-Ante • 1 / - a) Antenna Wo 1 / - • �_---�_-- Me 1 • _ I - • / Mli•LL�----�--- m• • 1 9-0 M I I . yff-iforillil - . ----�-_- MENWIT "WIN, ®Antenna Wi (0 Deg)— ����----�--- Structure D —Structure DI m - • 1 / - . ����-----�-- ®FAR M1 / - •-----�-- RISA-31D Version 17.0.3[C:\... \... \... \ ... \... \... \... \... \... \... \... \Model Files\5000001247-VZW MT_LO_H.r3d] Page 8 IIRISA Company . Paul J. Ford Apr 12, 2024 Designer KMJ 3:56 PM Job Number Project No. 10219851 Checked By: A NEMF Model Name : 5000001247-VZW_MT_LO_H Basic Load Cases (Continued) Ri C flocrrinfinn Y (Z-Ahi V (_revihi 7 (:rovifii Ininf Pninf rl icfrihnt GronIMa _(ZIlrfnrai 58 Structure Wi 150 None 150 59 Structure Wi 180 De None 150 60 Structure Wi 210 De None 150 61 Structure Wi 240 De None 150 62 Structure Wi 270 De None 150 63 Structure Wi 300 De None 150 64 Structure Wi 330 D None 150 65 Structure Wm 0 De None 150 66 Structure Wm 30 De None 150 67 Structure Wm 60 De None 150 68 Structure Wm 90 De None 150 69 Structure Wm 120 De None 150 70 Structure Wm 150 De None 150 71 Structure Wm 180 De None 150 72 Structure Wm 210 Dec)None 160 73 Structure Wm 240 De None 150 74 Structure Wm 270 De None 150 75 Structure Wm 300 De None 150 76 Structure Wm 330 De None 150 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 80 Lv2 None 1 81 Antenna Ev None 84 82 Antenna Eh 0 D None 56 83 Antenna Eh 90 De None 56 84 Structure Ev ELY -.035 85 Structure Eh 0 De ELZ -.109 86 1 Structure Eh 90 De ELX .109 Load Combinations flacrrinfinn Qnl Drlalf� QDCC RI r` Corf RI r` P-t- R ro R Co R C� Q C' G C, R C' Q C' D C' 1 1.2D+1.OWo (0 De) Yes Y 1 1.2 39 1.2 3 1 41 1 2 1.2D+1.OWo (30 Deg) Yes Y 1 1.2 39 1.2 4 1 42 1 3 1.2D+1.OWo (60 Deg) Yes Y 1 1.2 39 1.2 5 1 43 1 4 1.2D+1.OWo (90 De) Yes Y 1 1.2 39 1.2 6 1 44 1 5 1.2D+1.OWo (120 Deg) Yes Y 1 1.2 39 1.2 7 1 45 1 6 1.2D+1.OWo (150 D) Yes Y 1 11,21 39 1.2 8 1 46 1 7 1.2D+1.OWo (180 Deg) Yes Y 1 1.2 39 1.2 9 1 47 1 8 1.2D+1.OWo (210 Deg) Yes Y 1 1.2 39 1.2 10 1 48 1 9 1.2D+1.OWo (240 De) Yes Y 1 1.2 39 1.2 11 1 49 1 10 1.2D+1.OWo (270 De) Yes Y 1 1.2 39 1.2 12 1 50 1 11 1.2D+1.OWo (300 De) Yes Y 1 1.2 39 1.2 13 1 51 1 12 1.2D+1.OWo (330 Deg) Yes Y 1 1.2 39 1.2 14 1 52 1 13 1.2D + 1.ODi + 1.OWi (0.. Yes Y 1 1.2 39 1.2 2 1 40 1 15 1 53 1 14 1.2D + 1.ODi + 1.OWi (3.. Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1 15 1.21D + 1.ODi + 1.OWi (6.. Yes Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1 16 1.2D + 1.ODi + 1.Owi (9.. Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 156 1 17 1.21D + 1.ODi + 1.Owl (1.. Yes Y 1 1.2 39 1.2 121 1 40 1 119 1 57 1 18 1.213 + 1.ODi + 1.Owi (1.. Yes Y 1 1.2 39 1.2 2 1 40 1 120 1 58 1 19 1.2D + 1.ODi + 1.Owl (1.. Yes Y 1 1.2 39 1.2 2 1 40 1 121 1 59 1 20 1.2D + 1.ODi + 1.OWi (2.. Yes Y 1 1.2 39 1.2 2 1 40 1 122, 1 60 1 21 1.2D + 1.ODi + 1.OWi (2.. Yes Y 1 1.2 39 1.2 2 1 40 1 1231 1 61 1 22 1.2D + 1.ODi + 1.OWi (2.. Yes Y 1 1.2 39 1.2 2 1 40 1 1241 1 62 1 23 1.2D + 1.ODi + 1.Owl (3.. Yes Y 1 1.2 39 1 1.2 2 1 40 1 q_rI 1 63 1 RISA-31D Version 17.0.3[C:\... \...\...\...\...\...\...\...\...\...\... \Model Files\5000001247-VZW_MT_LO_H.r3d] Page 9 Company Paul J. Ford Apr 12, 2024 IIRISA Designer KMJ Checked PM ke Job Number Project No. 10219851 Checked By ,near., Model Name 5000001247-VZW_MT_LO_H Load Combinations (Continued) D s ri tin Sol... PD Ita RSS BL Fact... BLC Factor B... F ... B...F ... B... Fa ... B...F ... B... Fa ... B... F ...B...Fa...B...Fa... 4 1.21) + 1.01)i + 1.OWi 3.. 1 1 1 25 1.21) + 1.51-m1 + 1.OW... Yes Y 1 1.2 39 1.2 771.5 27 1 165 1 2 1.2D + 1.51-m1 + 1.OW... Yes Y 1 1 1.2 771 2 66 1 27 1.20+ 1.51-m1 + 1-Ow ... Yes Y 1 1.2 39 1.2 771.529 -L 1 67 1 28 1.2D + 1.51-m1 + 1.OW... Yes Y 1 1.2 39 1.2 771.5 O_L68 1 29 1.2D + 1.51-m1 + 1-Ow ... Yes Y 1 11.2 39 1.2 771.531 1 69 1 30 1.21) + 1.51-m1 + 1.OW... Yes Y 1 1.2 39 12 17711.5 32 1 70 1 31 1.21) + 1.51-m1 + 1.OW... Yes Y 1 1.2 39 1.2 Z71.533 1 71 1 32 1.2D+ 1.51-m1 + 1.OW... Y es Y 1 1.2 39 1.2 771. 34 L 72 1 33 1.2D + 1.51-m1 + 1-Ow ... Yes Y 1 1.2 39 1.2 771.5 35 1 73 1 4 1.21) + 1.51-m1 + 1.OW... Yes Y 1 1.2 9 1,2 771.536 1 74 1 35 1.21)+ 1.51-m1 + 1-Ow ... Yes Y 1 1.2 39 1.2 771.5 37 1 75 1 36 1.2D + 1.51-m1 + 1.OW... Yes Y 1 1.2 39 1.2 771. 5 3& 1 76 1 37 1.21) + 1.51-m2 + 1.OW... Yes Y 1 1.2 39 1.2 781.527 1 65 1 8 1.2D + 1.51-m2 + 1.OW... Yqa Y 1 1.2 39 1.2 781 28 1 66 1 39 1.20 + 1.51.m2 + 1-Ow ... Yes Y 1 1.2 39 1.2 781.529 1 67 1 40 1.2D + 1.51-m2 + 1-Ow ... Yes Y 1 .1.2. 1.2 7 1 1 8 1 41 1.2D + 1.51-m2 +' 1.OW... Yes Y 1 11.21 39 1.2 781.531 1 69 1 42 1.2D + 1.51-m2 + 1.OW... Yes Y 1 1.2 39 12 781.5 32 1 7 1 43 1.21) + 1.51-m2 + 1-Ow ... Yes Y 1 1.2 39 1.2 17811.533 1 71 1 44 1.2D + 1.51-m2 + 1.OW... Yes Y 1 1.2 39 1 781.534 1 72 1 45 1.21) + 1.51-m2 + 1-Ow ... Yes Y 1 1.2 39 1.2 781.535 1 73 1 46 1.213 + 1.51-m2 + 1.OW... Yes Y 1 1.2 39 1.2 781. 6 1 74 1 47 1.2D + 1.51-m2 + 1.OW... Yes Y 1 1.2 39 1.2 781.537 1 75 1 48 1.2D + 1.5Lm2 + 1.OW... Y 1 1. 1. MO 1 49 1.2D + 1.5Lv1 Yes Y 1 1.2 39 1.2 791.5 50 1.2D + 1.5v Y 1 1.2 39 1 1 51 1.41D Yes Y 1 1.4 39 1.4 52 1.21)+ 1.OEv+ 1.OEh ... Yes, Y 1 1 1 1 JE.. 1 82 1 183. E.. 1 JE.. 53 1.2D + 1.OEv + 1.OEh ... Yes Y 1 1.2 39 1.2 81 1 JE.. 1 82.861583 .5 E...86 E...5 54 1.21) + 1.OEv + 1.OEh .. 1 1 E.. .86 E.. E.. 86 55 1.213 + 1.OEv + 1.OEh ... Yes Y 1 1.2 39 1.2 81 1 JE.. 1 82 83 1 E•• E•• 1 56 1.21) + 1.OEv + 1.OEh ... Yes Y 1 11.21 1 E.. 1 86 E.. -.5 EAU 57 1.213 + 1.OEv + 1.OEh ... Yes Y 1 1.2 39 1.2 81 1 E•• 1 .82-.8.. 83 .5 E•- -.8- E...5 58 1.21)+ 1.OEv+ VOEh ... Yes, Y 1 1 1.2 U1 E•• 1 8 -1 83 E.. -1 E.. 59 1.2D + 1.OEv + 1.OEh (... Yes Y 1 1.2 39 1.2 81 1 E•• 1 82-•8- 83 -.5 E.. -•8•• • -.5 6 1.2D + 1.OEv + 1.OEh ... Y Y 1 1.2 9 1 1 1 E•• 1 2 -.5 3 -•8.. E.. _ E.. -.8.. 61 1.2D + 1.OEv + 1.OEh C.. Yes Y 1 1.2 39 1.2 81 1 E.. 1 82 83 -1 E.. E.. -1 62 1.2D + 1.OEv + 1.OEh ... Y Y 1 1 2 39 1.2 1 1 E•• 1 82 .5 3 -.8.. E.. ,5 E.. -.8.. 63 1.2D + 1.OEv + 1.OEh (... Yes Y 1 1.2 39 1.2 81 1 E.. 1 82.86 83 -.5 E.• .8s E.. -.5 64 0.91) - 1.OEv + 1.OEh 0.. Yes Y 1 .9 39 81 -1 E.. -1 82 1 65 0.913 - 1.OEv + 1.OEh (3.. Yes Y 1 1 -1 E•• -1 2.86 E...86 E.. , 66 0.9D - 1.OEv 4 1.OEh 6.. yjaa Y 1 39 9 B1 -1 E.- -1 2 .5 83 86 E.. .5 E.. 86 7 0.9D - 1.OEv + 1.OEh 9.. Yes Y 1 .9 39 .9 81 -1 E•• -1 82 8 1 E.. E•• 1 68 0.91) - 1.OEv + 1.OEh (1-Yes Y 1 1 -1 E•• -1 82 -.5 83.86E E.. - E.. 86 69 0.91) - 1.OEv + 1.OEh (1-YeS Y 1 .9 39 9 81 -1 E-. -1 82 -.8.. 3 .5 E.. -.8.. E.. .5 70 0.91) - 1.OEv + 1.OEh 0 ..Yes Y 1 .9 39 81 -1 E•• -1 82 -1 83 E.. -1 E.. 71 0.913 - 1.OEv + 1.OEh (2.. Y Y 1 .9 39 1 -1 E•• -1 82 -•8• 3 -.5 E•• -.8.. .. - 72 0.91) - 1.OEv + 1.OEh (2-YeS Y 1 39 -1 E.. -1 2 -.5 8 -.8•• E•• -.5 E.. -.8.. 7 0.9D - 1.OEv + 1.OEh 2.. Y Y 1 3 .9 -1 E.. -1 82 -1 E.. E.. _1 7q 0.9D - 1.OEv + 1.OEh 3.. Yes Y 1 9 .9 [81 -1 E . -1 2 3-•8.. •• 7 0.9D - 1.OEv + 1.OEh (3.. Yes Y 1 .9 9 -1 E•• -1 82.86 3 _ E...8s E.. _•5 RISA-3D Version 17.0.3[CA ... 1... \... \... \... \... \... \... \...\... \..A ... \5000001247-VZW MT_LO_H.r3d] Page 10 Company Paul J. Ford Apr 12. 2024 1RISC► Designer KMJ Checked PM ke Job Number Project No. 10219851 Checked By: Model Name 5000001247-VZW MT LO_H Envelope Joint Reactions i. ;- Y rim r r v rim 1 !` 7 riki I r` RAY rl. of I r RAY rir_Ffl I r RA7 f4_ffl r r 1 NO maxl 455.941 9 920.515 16 151.373 1 0 75 0 751 0 175 2 min -473.63 3-299.737 9 -169.278 7 0 1 0 1 1 0 11 3 N1 max 454.702 101509.245 19 217.512 1 0 75 0 75 0 75 4 min -458.84 4-833.343 1 -236.765 7 0 1 0 1 0 1 5 N2 max 409.429 12 1597.558 22 394.601 12 0 75 0 75 0 75 6 min -376.197 6-481.47 3 -400.327 6 0 1 10 1 0 1 7 N3 max 193.249 12 719.109 24 615.387 1 0 75 0 75 0 75 8 min -199.457 6-164.282 7 -616.936 7 0 1 0 1 0 1 9 N4 max 186.644 7 852.807 20 587.144 1 0 75 0 75 0 75 10 min -160.79 1 -242.07 1 -596.297 7 0 1 0 1 0 1 11 N5 max 427.872 9 1385 23 428.539 1 0 75 0 75 0 75 12 min -398.674 3-761.919 5 -418.975 7 0 1 0 1 0 1 13 N6 max 595.12 10 1475.532 13 170.08 1 0 75 0 75 0 75 14 min -620.548 4-402.878 7 -152.522 7 0 1 0 1 0 1 15 N7 max 665.54 10 1169.874 14 222.189 1 0 75 0 75 0 75 16 min -667.059 4-152.385 8 -203.03 7 0 1 .0 1 0 1 17 N8 max 457.019 11 1646.821 15 364.287 11 0 75 0 75 0 175 18 min -469.346 5-500.234 9 -335.101 5 0 1 0 1 0 1 19 N9 max 200.107 11 928.047 16 446.991 1 0 75 0 75 0 75 20 min -212,752 5-509.932 10 -462.473 7 0 1 0 1 L 0 1 21 N10 max 131.25 10 851.377 19 422.109 2 0 75 0 751 0 75 22 min -132.82 4-214.097 2 -428.769 8 0 1 0 1 0 1 23 N11 max 310.699 8 313.806 14 278.681 1 2 0 75 0 75 0 75 24 min - 1 .361 2-82.635 8 -276.11 8 0 1 0 1 0 1 25 Totals: max 4121.488 10 12247.43 24 4125.907 1 526-1 IminI4121.49 4 1848.883 70 -4125.91 7 Envelope AISC 15th(360-16): LRFD Steel Code Checks KA-- Ck- 1-.4- r`{*enL r n-W i ck- i -ral rlir I r -ki-D -ki*-ki-1An .. -I i*AA. , I=- 1 M98 L2x2x3 .887 6.151 17 .018 12.3031 v 22 1132.. 233... .558 .705 .. H2.. 2 M96 L2x2x3 .700 5.52722 .017 11.0 23 1402.. 233... .558 .751 .. H2.. 3 TR-2 PIPE 1.5 .584 1.6511 .207 0 9 1874.. 235... 1.105 1.105 •• H1-• 4 TR-6 PIPE 1.5 .573 1-941 9 .197 3.494 12 1874.. 235... 1.105 1.105 •• H1.. 5 TR-9 PIPE 1.5 .560 1.1656 .222 0 3 1874.. 235... 1.10.5 1.105 •• H1.. 6 IVP-81 PIPE 1.5 37 0 4 .142 3.524 9 1881.. 242... 1.137 1.137 •• H1.. 7 VP4 PIPE 1.5 .518 0 11 .177 3.524 1 1881.. 242... 1 1.137 1.137 .. H1.. 8 VP-51 PIPE 1.5 .504 0 7 .142 2.618 6 1881-• 242... 1.137 1.137 •• H1.. 9 VP-71 PIPE 1.5 .503 0 4 .129 2.618 5 1881.. 242••• 1.137 1.137 •- H1.. 10MP4A PIPE 1. .493 2 21 .399 2 12 1015.. 147... .465 .465 H1.. 11 VP-9 PIPE 1.5 .471 0 5 .139 2.618 4 1881•• 242•.. 1.137 1.137 _ H1•• 12 VP-3 PIPE 1.5 .465 0 12 .117 2.618 1 1881.. 242.. 1.137 1.137 •• H1•• 13 TR-8 PIPE 1.5 .442 1.1654 .196 0 9 1874.. 235... 1.105 1.105 •• H1•• 14 MR2-8 PIPE 1.5 .441 3.494 ,5 .105 0 22 1874.. 235... 1 1.105 1.105 .. H1.. 15 VP-61 PIPE 1.5 .428 0 8 .123 2.618 1 1881.• 242... 1.137 1.137 H1•• 16 MR2-7 PIPE 1.5 .422 3.4944 .096 0 11 1874.. 235.. 1J05 1.105 •• H1.. 17 MR2-6 PIPE 1.5 .411 0 9 .116 3.494 5 1874.. 235... 1.105 1.105 •• H1.. 18 MR2-2 PIPE 1.5 .406 3.49412 .130 0 3 1874.. 235.. 1.105 1.105 •• H1.. 19 MR2-9 PIPE 1.5 .405 3.4946 .123 3.494 8 1874.. 235... 1.105 1.105 •• H1.. 20 VP-10 PIPE 1.5 .400 3.625.7 .142 2.618 8 1881.. 242... 1.137 1.137 •• H1.. 21 VP-1 I PIPE 1.5 .390 0 3 .134 2.618 2 1881.. 242••• 1.137 1.137 -• H1.. 22 MR2-3 PIPE 1.5 .383 3.494 1 .088 0 7 1874.. 235.. 1.105 1.105 .. H1.. 23 TR-1 PIPE 1.5 .381 1.456 9 .176 0 7 1874.. 235... 1.105 1.105 •- H1.. 24 TR-5 PIPE 1.5 .379 1.747 1 .155 0 5 1874.. 235... 1.105 1.105 •• H1.. 25 MP2A PIPE 3.0 .377 8 5 .054 8.3331 4 3016- 652... 5.749 5.749 H1.• RISA-3D Version 17.0.3[CA ... \... \... \... \... \... \... \... \... \... \... \... \5000001247-VZW MT_LO_H.r3d] Page 11 Company Paul J. Ford 11RISA Designer KMJ Job Number Project No. 10219851 Model Name 5000001247-VZW MT LO H Envelope A1SC 15th(360-16): LRFD Steel Code Checks (Continued) Apr 12, 2024 3:56 PM Checked By: MPm Ghana CnrIP shark 1 nrrRl I Shaar I nrrRl Nr 1 (. nhi'P nhi' nhi'Mn v- nhi•Mn 7 Fnn .373 4.163 13 1 1 2473..33.. 2 8 2 .. H2- 27 MR2-5 PPE 1.5 0 7 .103 0 6 1874.. 235.. 1.105 1.105 .• H1.. 28 VP-2 PIPE 1.5 73 0 4 .155 2.618 9 1881.. 242.. 1,137 1.137 •• H1.. 29 MP2C PIPE 3.0 .367 8 12 .055 8.333 5 3016.. 652... 5.749 5.749 .• H1.9 30 TR-7 PIPE 1.5 .355 1.1654 094 1.165 12 1874.. 235.. 1,105 1.105 H1.. 31 VP-11 PIPE 1.5 1 .350 0 181 .102 2.819 7 1881.. 242•-• 1.137 1.137 -- H1.. 32 LV P PE 1. 6 3.494 9 118 0 2 1874-235 .. 1,105 1.105 .. H1.. 33 VP-12 PIPE 1.5 1 .345 0 2 .077 2.618 8 1881- 242... 1.137 1.137 •• H1.. 34 TR-3 PPE 1. .34 .874 1 .102 3.494 2 1874.. 235... 1,105 1.105 -• H1•• 35 MP2B PIPE 3.0 .336 8 3 .038 8.333 11 3016.. 652.. 5.749 5.749 •• H1.. 36 MP1B PPE 2. .305 4 12 .113 5.778 8 1491.. Rl 1,872 1.872 .. H1.. 7 MP1A PIPE 2.0 .305 4 79 .5.778 4 1491.. 321... 1.872 1.872 •• H1.. 38 MP1C PIPE 2.0 .305 4 4 090 5.778 6 1491.. 321.. 1.872 1.872 .. H1.. 39 MR14 PIPE 1.5 .289 0 7. .040 0 6 1874..235.. 1.105 1.105 H1.. 40 TR-10 PIPE 1. .281 0 3.494 4 1874.• 235.. 1,105 1.105 •• H1•• 41 MR2-4 PIPE 1. .279 0 7 .038 0 6 1874_. 235... 1.105 1.105 H1.. 42 MR2--- PIPE 1.5 .276 3.4948 069 3,494 7 1874.. 235.. 1.105 1.105 H1.. 43 MR1-3 PIPE 1.5 .263 3.494 1 .0(31 3.494 2 1874.. 235., 1.105 1.1 .. H1.. 44 TP-21 PL1/4X4 .254 0 7 3 4 4 12 669.... 324... .16 1.986 -- H1-• 45 TP-5 PL1/4X4 .251 3.49412 -,.Q2Q .023 3.494 v 12 669.... 324... .169 2.252 •- H1•• 46 MR1-8 PIPE 1.5 .250 3.494 5 .054 3.494 4 1874.. 235.. 1.105 1.105 •• H1.. 47 MP4C PIPE 1.0 .250 2 18 .060 12.083 6 1015..147... 465 .465 H1-- 48 MP3B PIPE 2.0 .250 6 10 .069 6 4 1491- 321.. 1.872 1.872 H1.. 49 MP4B PIPE 1.0 .249 2 14 .060 2 1 1015.. 147... •465 .465 H1.. 50 MR1-7 PIPE 1.5 .249 3.4941 053 0 12 1874..235.. 1,105 1,105 H1.. 51 TP-6 PL 1 /4X4 .248 0 12 .017 0 v 10 669.... 324... .169 1.199 • • H 1 • • 52 -1 4 45 3.4947. .026 3.494 y 8 669.... 324.. .1raq 1 .. H1.. 53 TP-3 PL1/4X4 .243 0 8 .026 0 v 7 669.... 324... .169 2.272 •• H1.. 54 MR1-9 PIPE 1 3.494 .4 4 8 1874-2 35.. 1.105 1,105 H1.. 55 TP-9 PL1/4X4 .238 0 3 .017 3.494 v 1 8 669.... 324.. .169 1.424 -• H1•. 56 MR2, PIPE 1.1 1874..235.. 1. 11 H1.. 57 MR1-.. PIPE 1.5 .227 0 2 .053POL 1 1874.. 235... 1.105 1.105 •• H1•. 58 MR1-5 PIPE 1 26 3.494 7 .047 1874-235 ... 1.105 1.105 H1.. 59 TP-8 P 1/4X4 .222 3.49413 .025 3.494 5 669.... 324.. .169 2.196 •• H1•• 60 TP-7 P 1 4 0 12 10 669.... 324.. 2,257 .. H1.. 61 TP-10 PL1/4X4 .217 0 4 .020 0 vv 3 669.... 324... .169 1.899 •• H1.. 2 MR1-6 PPE 1.5 .211 2 .4 4 2 1874.. 235... J.JQ5 1.105 H1•• 63 MP3C PIPE 2.0 .207 6 8 .086 6 7 1491- 321... 1.872 1.872 •• H1.. 64 MP3A PIPE 2.0 .202 6 6 .049 1 1491.. 321... 1.872 1,872 .. H1.. 65 MR1-1 PIPE 1.5 .201 3.494 9 .050 3.494 8 1874.. 235... 1.105 1.105 •• H1.. 66 MR1-2 P PE 1 199 3.49411 9 3.494 10 1874.. 235... 1,105 1,105 H1.. 67 TR-12 PIPE 1.5 198 3.494 1 no 1 1874..235... 1.105 1.105 11- 68 PIPE 1 .190 3,494 7 1874.. 235.. 1.105 1,105 •• H1•• 69 MR2, PPE 1. .189 0 2 .047 3.494 8 1874.. 235... 1.105 1.1 -- H1-- 70 TP-12 PL1/4X4 189 3.4947 017 0 y 1 669.... 324.. .169 2.329 H1.. 71 TR-41 PIPE 1. .187 3.49412 7 0 6 1874.. 235.. 1.105 1.10 .. H1.. 72 -TT MR1-.. PPE 1 .186 0 3 047 3,494 1E7 235.. 1,105 1.105 H1.. TP-4 PL1/4X4 .186 3.49411 17 13.494 v 12 669.... 324.. .169 2.275 •• H1-• 7 TP-11 P 1/4X4 17 1 13,494, 8 669....324.. 1 9 1 7 H1.. 75 TR-11 PIPE 1. .146 0 3 .03614.4q41 1 5 11874 ... 235.. 1.1nr,1.1 H1.. RISA-31D Version 17.0.3[CA ... \...\... \... \... \... \... \... \... \... \... \... \5000001247-VZW MT_LO_H.r3d] Page 12 E Address: No Address at This Location ASCE Hazards Report Standard: ASCE/SEl7-16 Latitude: 36.110256 Risk Category: III Longitude:-94.089739 Soil Class: D - Default (see Elevation: 1546.9621167140724 ft Section 11.4.3) (NAVD 88) s E o z s Results: Wind Speed 114 Vmph 10-year MRI 74 Vmph 25-year MRI 81 Vmph 50-year MRI 86 Vmph 100-year MRI 92 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1C and Figs. CC.2-1—CC.24, and Section 26.5.2 Date Accessed: Thu Apr 112024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (annual exceedance probability = 0.000588, MRI = 1,700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. MosWascehazardtool.org/ Page 1 of 3 Thu Apr 11 2024 a ASCE AW CAN SXETV Y UAL ENGINEfRI Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS : 0.164 S, 0.093 Fa 1.6 F , 2.4 SMS 0.262 SM, 0.222 SoS 0.175 QER Seismic Design ate j ense Spectrum 0.25 0.20 . 0.15 • 0.10 0.05 0 4 6 8 10 12 Sa(g) vs T(s) MCER Vertical Response Spectrum 14 0.15 0.14 013 i �••.•.•040•••40 0.12 1 a • 0.11 • 0.10 • 0.09 0 08 i • 0.07 • . 0.06 • • • 005 0 0.5 10 15 2.0 Sa(g)vs T(S) Sol TL PGA: PGA M F PGA le : C, : 0 18 0 16 014 012 010 008 ' 006 004 002 0 0 0.148 12 0.078 0.125 1.6 1.25 0.7 Design Response Spectrum 4 6 p 10 12 14 Sa (g) vs T(s) 010 ��•• Design Vertical Response Spectrum 009 008 • 007 ••• 0.06 005 •• 004 003 0 0-5 1.0 15 Sa (g) vs T(S) Data Accessed: Thu Apr 11 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. htti)s:Hascehazardtool.org/ Page 2 of 3 Thu Apr 11 2024 E AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed Data Source: Date Accessed: 2.00 in. 5F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Thu Apr 11 2024 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. htti)s://ascehazardtool.oM/ Page 3 of 3 Thu Apr 11 2024