five-year Site Use Agreement — CleanPowerSF Sfpuc Commission, October 24, 2022

DEPARTMENT
Water Enterprise, Information
Technology Services and Real
Estate Services AGENDA NO. 16
MEETING DATE October 24, 2022

APPROVAL:

COMMISSION

SECRETARY

Donna Hood

AGENDA ITEM
Public Utilities Commission
City and County of San Francisco

Real Estate Agreement: Regular Calendar
Deputy General Manager: Ron Flynn
Chief Information Officer: Jennifer Hopkins
Real Estate Director: Rosanna Russell

Approve a Five -Year Site Use Agreement at 32322 S Corral Hollow Road in Tracy , California for an annual rent of $30,000, plus annual increases, with four, five-year extension options

Summary of
Proposed
Commission Action:

Approve the terms and conditions and recommend to the Board of Supervisors the approval of a five- year Site Use Agreement (Ag reement), including four, five -year extension options between VB Nimbus, LLC, a Delaware limited liability company , as owner and the City and County of San Francisco (City), through its San Francisco Public Utilities Commission (SFPUC), as tenant, to use (i) approximately 345 square feet of ground space and (ii) certain space on an existing radio tower at 32322 S Corral Hollow Road in Tracy, California ( collectively, Premises), for the installation, operation, maintenance, repair, and replacement of radio equipment for the SFPUC Water Enterprise Radio Replacement Project (Project), at an initia l monthly use fee of $2,500 ($30,000 per year) with three -percent annual increases; and authorize the General Manager to execute the Site Use Agreement, upon approval from the Board of Supervisors and Mayor . This action constitutes the Approval Action for the Project for the purposes of the California Environmental Quality Act ( CEQA) pursuant to Section 31.04(h) of the San Francisco Administrative Code . The Planning Dep artment has determined that this action is exempt from the CEQA. If the item is approved, the Commission will rely on that determination to make its decision.

Background: On September 12, 2017, by Re solution No . 17 -0195, this Commission approved the Water Enterprise Radio Replacement Project (Project).

As part of the Project, the SFPUC seeks to replace three outdated SFPUC radio systems wi th one unified radio system that would provide radio coverage for SFPUC employees working on SFPUC infrastructure f rom the Hetch Hetchy Reservoir to San Francisco and enhance business and disaster Agreement: Approve a Five-Year Site Use Agreement for a SFPUC radio communications facility Commission Meeting Date: October 24, 2022

communications.

The SFPUC selects radio site locations f or their strategic locations to meet coverage requirements and provide sufficient communications coverage throughout the SFPUC W ater Enterprise’s seven -county, 2,400-square mile radio coverage area. The SFPUC selected the Premises for a radio site because a radio communications system on the Premises can provide key radio coverage for the Water Enterprise’s maintenance and service crews for Tuolumne and San Joaquin Counties , more specifically, from Sonora to Tracy, and specific coverage for the City’s power line infrastructure in remote San Joaquin and Alameda Counties.

The r ent for the Premises comports with the State of Californi a Telecommunications Lease Rate Guidelines, which provides that rent for typical telecommunications site leases similar to the Premises are approximately $3,000 per month.

The terms and conditions of the proposed Agreement are:

Owner: VB Nimbus, LLC

Tenant: The City and County of San Francisco, through
the SFPUC

Premises: 32322 S Corral Hollow Road, Tracy, CA 95377

Term: Five (5) years

Extension Options: Four, five-year extension options, exercisable

Rental Rate: $2,500 per month ($30,000 per year)

Rental Adjustment: Three percent (3%) annual increases

Use: Installation, operation, maintenance, repa ir,
replace, and remove a SFPUC Water Enterprise
Radio Facility

Estimated
Commencement
Date:

January 1, 2023

Estimated
Expiration Date:

December 31, 2028, as may be extended

Environmental
Review:

On September 26, 2022, the San Francisco Plann ing Department determined the Project to be categorically exempt from environmental review under California Environme ntal Quality Act (CEQA) Guidelines Section 15301, Class 1 (Existing Facilities) and CEQA Guidelines Section 15302, Class 2 (Replacement and Construc tion) under Case Number 2022-008210ENV.

Agreement: Approve a Five-Year Site Use Agreement for a SFPUC radio communications facility Commission Meeting Date: October 24, 2022

This exemption can be found here:
https://sfpuc.sharefile.com/d-sf97228e23346499b99bca4d148ad07fc

This action constitu tes the Approval Action for the Project for the purposes of the CEQA pursuant to Section 31.04(h) of the San Francisco Administrative Code.

Result of Inaction: A delay in approving this Agreement will deny the SFPUC the opportunity to lease space at a critical location for its radio replacement project.

Budget & Costs: Pending budget approval, funding will be available f rom the Fiscal Year 2022-23 Water Enterprise Operating Budget.

Recommendation: SFPUC staff recommends that the Commission adopt the attached resolution.

Attachments: 1. Site Use Agreement

PUBLIC UTILITIES COMMISSION
City and County of San Francisco

RESOLUTION NO.

WHEREAS, The San F rancisco Public Utilities Commission (SFPUC) Water Enterprise currently operates a low -band voice radio systems for communications across its seven-county, 2,400 mile coverage area; and
WHEREAS, On September 12, 2017, by Resolution No. 17-0195, this Commission approved the SFPUC Water Enterprise – Water Radio Replacement Project (Project); and WHEREAS, The SFPUC seeks to replace an outdated and inadequate low- band Water Enterprise voice radio system with a modern, digital communications system which is inherently portable, easy to use, improves coverage, enhances safety, and provides wider coverage for business and disaster communications; and
WHEREAS, The SF PUC seeks certain radio site locations to construct, install, use, operate, maintain, enhance, repair, and replace radio communications equipment to meet coverage requirements and provide sufficient communi cations coverage throughout the Wa ter Enterprise coverage area; and
WHEREAS, The SFPUC selected the Corral Hollow radio communications site to install radio communications equipment to provide key radio coverage for Water Enterprise’s maintenance and service crews for Tuolumne and San Joaquin Counti es, more specifically from Sonora to Tracy, and s pecific coverage for the City’s power line infrastructure in remote San Joaquin and Alameda Counties; and
WHEREAS, The City and County of San Francisco (City), t hrough the SFPUC, as licensee, desires to enter into a five-year Site Use Agreement (Agreement) , with f our, five-year extension options with VB Nimbus, LLC, a Delaware limited liability company, as landlord (Owner), to use approximately three hundred forty-f ive (345) square feet of ground space and certain tower space on the Owner’s existing tower l ocated at 32322 S Corral Hollow Road in Tracy (Premises) for the construction, installation, operation, maintenance, repair and replacement of SFPUC radio equipm ent at a rental rate of $2,500 per month ($30,000 pe r year), with annual increases of three-percent (3%); and
W HEREAS, On September 26, 2022, the San Francisco Planning Department determined the Project to be categorically exempt from environmental review under California Environmental Quality Act (CEQA) Guidelines Section 15301, Class 1 (E xisting Facilities) and CEQA Guidelines Section 15302, Class 2 (Replacement and Construction) under Case Number 2022-008210ENV; and
WHEREAS, This action constitutes the Approval Action for the Project for the purposes of the CEQA pursuant to Section 31.04(h) of the S an Francisco Administrative Code ; now, therefore, be it
RESOLVED, That this Commission hereby approves the terms and conditions of th e Agreement; and, be it

FURTHER RESOLVED, That this Commission recommends to the Board of Supervisors the approval of the Agreement; and, be it
FURTHER RESOLVED, That this Commission hereby authorizes the General Manager, upon approval by the Board of Supervisors and the Mayor of t he authorizing resolution, to execute the Agreement and enter into any amendments or modi fications to the Agr eement, including, without limitation, the modification, addition, or deletion of exhibits, and to enter into any related documents, instruments, m emoranda, or other agreemen ts reasonably necessary to consummate the transaction contemplated in the Agreemen t that the Ge neral Manager determines, in consultation with the City Attorney, are in the best interests of the City, do not materially increase the liabilities or obligations of the City or materially diminish the benefits to the City, and to comply with all applicable laws, including the City Charter; and, be it FURTHER RESOLVED, That upon approval by City’s Board of Supervisors and the Mayor, this Commission authorizes the General Manager to take any and all other steps, in consultation with the City Attorney, deem ed necessary and advisable to effectuate the purpose and intent of this Resolution.

I hereby certify that the foregoing resolution was adopted by the Public Utilities Commission at its meeting of October 24, 2022.

Secretary, Public Utilities Commission

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

SITE USE AGREEMENT
THIS SITE USE AGREEMENT ("Agre ement") is entered into this ______ day of __________________, 2022 (“Effective Date”), by and between VB NIMBUS, LLC, a Delaware limited liability company ("Owner"), and CITY AND COUNTY OF SAN FRANCISCO, a California municipal corporation, by and through its Public Utilities Commission, (“User”). Owner and User may each be referred to as a “Party” or collectively as the “Parties”.

WHEREAS, Owner owns the communications structure or tow er (the “Tower”) located on a portion of the real property owned by Owner in San Joaquin County, California, designated as Assessor’s Parcel No. 251 -120-080-000 and described on Exhibit A attached hereto and incorporated herein (the “Property”, and collectively with the Tower, the “Site”). The Tower is located in San Joaquin County, California and has a latitude and longitude of 37.65252222, - 121.47806667

WHEREAS,
User desires to lease from Owner , and Owner desires to lease to User certain space on the Tower and/or certain ground space on the Property pursuant to the terms and conditions of this Agreement.

NOW, THEREFORE, for good and valuable consideration the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows.

1. Premises and Use.

Subject to the terms and conditions of this Agreement and t he Prime Agreement, if applicable, Owner hereby leases to User, and User leases from Owner (i) certain space on the Tower at the heights set forth on Exhibit B-1 (Colocation Application) (the “Tower Space”), (ii) certain space on the Property measuring approximately 345 square feet (the “Ground Space ”), and (iii) certain non -exclusive space running between the Tower Space, Ground Space and certain electrical, fiber, accessory and telephone utility sources located on or about Property for the installation, operation and maintenance of wires, fiber, cables, conduits and pipes (the “ Cable Space”, and collectively with the Ground Space and Tower Space, the “Premises”). The Tower Space and Ground Space shall be used for the following (together, the “ Permitted Use ”): the installation, operation and maintenance of the communications equipment, antennas, technology, wires, coaxial cables, and accessory equipment described on Exhibit B -1 (Colocation Application) attached her eto and incorporated herein (collectively, the “ Facilities”) and for the transmission and reception of communication signals pursuant to and in compliance with all applicable laws, ordinances, rules, and regulations of any governmental entity or agency (federal, state or local) having jurisdiction over the Site and User’s operations, including without limitation, the Federal Communications Commission (the “ FCC”). In the event User providers Owner installation plans for User’s Facilities, such installations plans shall be attached hereto as Exhibit B- 2 (Installation Plans).

2. Intentionally Deleted.

3. Inspections.

Subject to the terms and conditions of this Agreement, following the Effective Date, User, its agents, employees, contractors and subcontractors shall have the right to enter upon the Site to inspect and examine the Premises, to perform engineering and environmental tests and studies with respect to the Premises (provided that in no event shall User be permitted to perform any invasive, Phase II or similar environmental testing), to survey the VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux Premises, and to perform such other studies and tests reasonably necessary to determine the feasibility of the Site for User’s Permitted Use (collectively, “Inspections”). Immediately following such entry, User shall restore the Site to its condition existing prior to User, its agents, employees, contractors or subcontractors’ entry thereon and remove any equipment, gear or materials brought onto the Site. If such entry or Inspections result in any damage to the Site or exacerbate any previously existing condition, User shall, at User’s sole cost and expense, promptly repair and remediate such damage or exacerbation.

4. Term.

The term of this Agreement shall be five (5) years, commencing on the Commencement Date (as hereafter defined) (“Term”). The Term shall commence on the earlier of: (A) the first day of the month in which User commences installation of its equipment on the Premises if such installation commences on or before the 15th day of the month, or the first day of the month after User commences installation of its equipment on the Premises if such installation commences after the 15 th day of the month; or (B) November 1, 2022 (such earlier date the “Commencement Date”). User shall have the right to renew this Agreement for four (4) successive five (5) year periods (each, a “Renewal Term”) on the same terms and conditions as set forth herein. This Agreement shall be renewed for such successive Renewal Terms, provided User notifies Owner of its intention to renew this Agreement at least one hundred eighty (180) days prior to the commencement of the succeeding Renewal Term. For the purposes of this Agreement, “Term” shall mean the Initial Term and any applicable Renewal Term(s).

5. Initial Installation of Facilities.
(a) Prio
r to the installation of the Facilities on the Premises:
(i) User shall submit to Owner for Owner’s review and approval, which approval shall not be unreasonably withheld, conditioned or delayed : (i) User’s final set of installation plans and/or construction and engineering drawings for the Facilities (which approved final set of installation plans and/or construction and engineering drawings and (ii) User’s final installation schedule for the installation of the Facilities (collectively, the “Installation Plans”). If Owner rejects all or a portion of the Installation Plans, then the Parties shall cooperate in good faith to amend the applicable item(s) to the extent necessary to cause the Parties to mutually agree on the substance of the Installation Plans. Owner’s approval of the Installation Plans shall be in the form of a Notice to Proceed to User (the “Initial Installation NTP”). Owner’s approval of the Installation Plans is not a representation that User’s Facilities or operations are in compliance with any laws, ordinances, rules or regulations or that User’s Facilities or operations will not cause interference with other communications operations on the Site, if any;
(ii) Owner
shall perform, at User’s sole cost and expense at Owner’s then current rate, a structural analysis of the Tower on the basis of applicable ANSI/TIA standards. As of the date of this Agreement Owner’s current rate is $( 3,500.00). If such structural analysis determines that the Tower requires structural modifications for the Tower to accommodate the weight and/or wind load of the Facilities, then User shall have the right to: (A) to terminate this Agreement upon written notice to Owner, or (B) request that Owner perform, at User’s sole cost and expense, the necessary structural modifications to the Tower for the Tower to accommodate the Facilities. If Owner agrees to perform such Tower modifications, then User shall submit a purchase order to Owner for the Tower VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux modifications and Owner shall thereafter promptly commence performing the structural modifications to the Tower. If Owner does not agree to perform such Tower modifications, then the Parties shall agree to terminate this Agreement in writing; and
(iii) Owner
shall perform, at User’s sole cost and expense at Owner’s then current rate, a structural analysis of the mount User intends to install on the on the basis of applicable ANSI/TIA standards.

As of the date of this Agreement Owner’s current rate is $(3,500.00). If User has already performed or intends to cause a licensed, professional third-party engineering company to perform such mount analysis, then Owner shall forego performing a mount analysis of User’s mount, provided that User shall submit User’s mount analysis to Owner for review. Owner shall review, at User’s sole cost and expense at Owner’s then current rate, User’s mount analysis on the basis of applicable ANSI/TIA. If Owner’s mount analysis or Owner’s review of User’s mount analysis determines that the mount User intends to install on the Tower is not structurally capable of supporting the Facilities, then User shall replace such mount with a mount that is structurally capable of supporting the Facilities (as demonstrated by a new mount analysis in accordance with the terms hereof). If Owner is to perform a mount analysis and User does not provide Owner complete and accurate design drawings of User’s mount, the Owner shall map User’s mount at User’s sole cost and expense at Owner’s then current rate.
(b) User shall not commence the installation of the Facilities unless the c onditions in Section 5(a) are
completed and Owner issues User an Initial Installation NTP. User shall notify Owner at least five (5) business days prior to User, its agents, employees, contractors and/or subcontractors commence the installation of the Facilities on the Premises. User shall install the Facilities in accordance with the Installation Plans and in compliance with the standards of good engineering practice and the applicable requirements of the FCC and all other government bodies or agencies with jurisdiction over User, the Facilities and User’s operations. If the Tower is painted to be in compliance with certain codes or regulations, then User shall paint its Facilities to match as nearly as possible the color of the Tower. During the installation of the Facilities, User, its agents, employees, contractors and/or subcontractors shall not interfere with Owner’s operations at the Site and the operations of their respective lessees, sublessees, and licensees.

Upon completing the installation of the Facilities, User shall clear the Site of all debris, machinery, and materials brought to the Site by User its agents, employees, contractors and subcontractors and not intended to remain on the Premises for the operation of User’s Facilities.

6. Use Fee.

User shall pay Owner monthly rent in the amount of Two Thousand Five Hundred and No/100 Dollars ($2,500.00) per month (the "Use Fee"), payable on the first day of the month, in advance, beginning on the Commencement Date. The Use Fee for any partial month during the Term shall be pro-rated based on the number of days in such month. On each annual anniversary of the Commencement Date, the Use Fee shall increase by three percent (3%) percent of the Use Fee for the immediately preceding twelve (12) month period. For illustration purposes a Use Fee schedule for the Initial Term is attached hereto as Exhibit B-4 (Use Fee Schedule). The Use Fee shall be sent via ACH or wire transfer to Owner’s bank account, which Owner shall notify User of in advance.

If the Use Fee is not paid in accordance with the terms hereof, User will pay interest on the past due amounts at the legal rate permitted by applicable law.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

7. Access.

User, its agents, employees, contractors and subcontractors shall have the non-exclusive right to access the Premises using common or designated access routes to the extent reasonably necessary to enable User to install, operate, and maintain the Facilities and to otherwise undertake User’s obligations set forth in this Agreement.

Notwithstanding the foregoing, User shall have the right to access its ground-based Facilities twenty-four (24) hours a day, seven (7) days a week. User acknowledges that Owner’s control of access to the Tower is essential to the safe operations of all parties utilizing the Tower; accordingly, if User wishes to access User’s Facilities located on the Tower, User shall provide reasonable advance notice to Owner of User’s need to do so and Owner and User shall coordinate a mutually agreeable time for User to access User’s Facilities located on the Tower. In the event of an emergency threatening life or property damage, User shall have the right to access its ground -based and tower-based Facilities upon telephonic notice to Owner’s NOC at 877-589-6411.

8. Utilities.

(a) User shall at its sole cost and expense initiate, contract for, obtain and pay for any electrical, telephone, or other utility services used by User at the Premises. User agrees to cooperate with Owner’s reasonable requests regarding the manner and timing of the installation of User’s utilities. A meter shall be installed and maintained by User at User’s sole cost and expense which shall separately record the amount of the electrical power used by User. User shall timely pay all charges for electrical power and all other services used by User in connection with the operation of User’s Facilities. No additional utilities (water, sewer or gas) will be available at the Premises during the Term. In no event shall Owner be liable for the quality, quantity, fai lure or interruption of electrical service to the Premises or damages resulting directly or indirectly therefrom by reason of or resulting from any accident, or the need or priority of repairs or improvements to the electrical transmission system to the Si te, or by reason of orders of any military, any act or omission of any civil or governmental authority, or any strike, riot, insurrection or invasion, any fire or casualty or any unusually severe weather conditions or any reason beyond the control of Owner.

(b) User shall have the right, at its sole cost and expense, to install a temporary emergency generator on the Property at a location designated and approved by Owner, provided sufficient space is available. The generator must be removed within five (5) days following the emergency need unless otherwise agreed to by Owner. User agrees that any such installation and use of a generator shall be in compliance with all applicable federal, state, and local environmental, health, fire, safety laws and other applicable laws or regulations, now or hereafter enacted or promulgated by any governmental authority having jurisdiction over the Site, including, without limitation, any applicable guidelines promulgated by the United States Environmental Protection Agen cy (EPA), and the California EPA, whichever is more stringent.

9. Maintenance and Repairs.

(a) Owner shall maintain the portions of the Site it has a legal interest in and the Premises (but not User’s Facilities), including all required Tower marking and lighting, in reasonable condition and in compliance with all Federal Aviation Administration and FCC rules and regulations, and shall promptly repair any material damage to the Premises; and perform all necessary maintenance and repairs; provided, however, that when such maintenance and repair is made necessary by or because of the fault of User (reasonable wear and tear and damage by casualty excepted), VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux User shall reimburse Owner for the reasonable cost thereof. In the performance of its obligation to maintain and repair the Tower, and to allow other lessees to install, remove, relocate, maintain and repair their equipment, it may be necessary from time to time for Owner to requ ire User to temporarily cease transmission activities for a reasonable period under the circumstances but for no longer than twenty -four (24) hours during any event of repair , to turn off electrical power, and/or to make other adjustments to its Facilities or operations. Owner shall use commercially reasonable efforts to schedule such work so as to cause minimum disruption to User’s operations and shall provide User with no fewer than forty-eight (48) hours’ notice of Owner’s need for User to cease transmission activities. User agrees to cooperate with Owner and to comply with and honor Owner’s requests for temporary cessation of transmission activities, to turn off electrical power for no longer than twenty-four (24) hours during any event of repair, and/or to make reasonable adjustments to its Facilities or operation, as necessary, to allow orderly performance and carrying out of such work.

(b) User, at its sole cost and expense, shall carry out maintenance of the Facilities, including, but not limited to, the electrical and mechanical maintenance of the Facilities. Maintenance shall be conducted by User in accordance with standards of good engineering practice to assure that at all times the Facilities conform to the applicable requirements of the FCC and all other government bodies or agencies with jurisdiction over User, the Facilities and User’s operations.

10. Modifications.

(a) Should User desire to make any installations, modifications, additions, changes, alterations or upg
rades to its Facilities or Premises (a “Modification”), User shall complete and submit to Owner for Owner’s review and approval, which shall not be unreasonably withheld, conditioned or delayed, a Colocation Application (using Owner’s then current form of Colocation Application) detailing User’s desired Modification. User shall not be permitted to perform a Modification without Owner’s prior written approval, which approval, if granted, shall be in the form of a Notice to Proceed. If the Modification will result in an enlargement of the Premises (whether Ground Space or Tower Space) or increase the weight or wind loading on the Tower beyond the amount originally approved under this Agreement or the amount then existing on the Tower, then Owner shall have the right to condition its approval of a Modification upon (i) an increase to User’s then current Use Fee ; (ii) Owner performing, at User’s sole cost and expense at Owner’s then current rate, a structural analysis of the Tower on the basis of applicable ANSI/TIA standards, (iii) Owner performing, at User’s sole cost and expense at Owner’s then current rate of which Owner has provided User with written notice, a mount analysis of User’s mount on the basis of applicable ANSI/TIA standards and (iv) amending this Agreement to memorialize User’s Modification. Any approved Modification shall further be subject to User obtaining all applicable governmental licenses, permits and approvals necessary for User to perform the Modification. Owner’s approval of a Modification is not a representation that the Modification is in compliance with applicable laws, ordinances, rules or regulations or that the Modification will not cause interference with other communications operations at the Site.

(b) No
twithstanding the foregoing, if the structural analysis performed by Owner in connection with a proposed Modification determines that the Tower requires structural modifications for the Tower to accommodate the weight and/or wind load of User’s proposed Modification, then User shall either (i) elect to forego performing the Modification or (ii) request that Owner perform, at User’s sole cost and expense, the necessary structural modifications to the Tower for the Tower to accommodate the Modification. If Owner agrees to perform such structural modifications to the Tower, then User shall submit a purchase order to Owner for the Tower modifications and Owner shall thereafter VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux promptly commence performing the structural modifications to the Tower. If Owner does not agree to perform such structural modifications to the Tower, then User shall forego performing the Modification or the portion thereof adding weight and/or wind load to the Tower.

(c) In the event User performs a Modification without the prior written approval of Owner, such Mod
ification shall be subject to an additional monthly fee in the amount of one hundred fifty percent (150%) of the fair market rental value of the Modification at the time of discovery of such unapproved Modification (the “Additional Use Fee”). The Additional Use Fee shall accrue (i.e., shall be back-billed) from the date the installation of such unapproved Modification commenced.

11. Non-Inter ference.

(a) If the Facilities or portion thereof (the “ Inter
fering Equipment”) cause interference with any
equipment placed on the Site prior to the installation of the Interfering Equipment, then User shall take all reasonable steps necessary to correct and eliminate the interference. If such interference cannot be eliminated within forty- eight (48) hours after receipt by User from Owner of written notice of the existence of interference, User shall cease operating and power -down the interfering Equipment (except for intermittent testing for the purpose of correcting such interference) until the interference is corrected. If the interference is not rectified to the reasonable satisfaction of Owner, within thirty (30) business days after receipt by User of such written notice from Owner, User shall remove the Interfering Equipment from the Site. User agrees that it shall not alter the operations of the Facilities or replace, upgrade or otherwise Modify the Facilities in a manner which will cause interference with the operations of any other equipment which is then operating on the Site.

(b) If
the communications equipment belonging to another tenant of Owner’s on the Site causes interference with the Facilities or portion thereof, as applicable, and the interfering equipment was installed on the Site after the Facilities being interfered with, then Owner will require such tenant to take all steps necessary to correct and eliminate the interference. If such interference cannot be eliminated within forty-eight (48) hours after receipt by Owner of notice from User of the existence of interference, Owner shall take such actions as are permitted by law and can be conducted without breach of the peace such as causing the tenant to cease operating and power -down its interfering equipment (except for intermittent testing for the purpose of correcting such interference) until such interference is corrected. If the interference is not rectified to the reasonable satisfaction of User within thirty (30) days after receipt by Owner of such notice from User, Owner shall exercise the remedies available to it under the tenant’s written agreement granting the tenant an interest in the Site to cause such tenant to cease the interfering activity. User agrees to exercise commercially reasonable and good faith efforts to cooperate with Owner and the tenant causing interference to try to resolve any interference issues on the Site.

(c) If antenna power output (“RF Emi
ssions”) becomes subject to any restrictions imposed by the FCC or any other government agency for RF Emissions standards on Maximum Permissible Exposure (“ MPE”) limits, or if the Site otherwise becomes subject to federal, state or local rules, regulations, restrictions or ordinances, User shall comply with Owner’s reasonable requests for modifications to the Facilities which are reasonably necessary for Owner to comply with such limits, rules, regulations, restrictions or ordinances. Owner also shall request any other user(s) of the Tower to modify its equipment or otherwise assist in any actions which are reasonably necessary to comply with such limits, rules, regulations, restrictions or ordinances. The RF Emissions requirements of User shall be subordinate to any prior users of the Site. Similarly, the RF Emissions of users subsequent to User shall become subordinate to VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux any requirements of User. If Owner or User require an engineering evaluation or other power density study be performed to evaluate RF Emissions compliance with MPE limits, then all reasonable costs of such evaluation or study shall be shared equally between Owner, User, and any other users of the Site. If said study indicates that RF Emissions at the Site do not comply with MPE limits, then Owner, User, and any subsequent tenants shall immediately take any steps necessary to ensure that they are individually, and collectively, in compliance with such limits or shall at the demand of Owner cease operations until a maintenance program or other mitigating measures can be implemented to comply with MPE limits. User shall have the right to terminate this Agreement in the event that such mitigatio n measures cannot be implemented without materially and adversely affecting the operation of the Facilities.

12. Taxes.

Owner shall be responsible for timely payment to the appropriate taxing or governmental authority of the full amount of all taxes and assessments levied upon the Property. Owner shall be responsible for timely payment to the appropriate taxing or governmental authority for the taxes and assessments. Owner shall be responsible for timely payment to the appropriate taxing or governmental authority of the full amount of all taxes and assessments levied upon the Tower and improvements or equipment located on the Property to which Owner holds title. Notwithstanding the foregoing, User shall be responsible for reimbursing Owner for any taxes and assessments reasonably attributable to User’s Facilities and operations on the Premises, including without limitation, any sales tax. In the event Owner receives a notice of assessment with respect to which any portion is attributable to User’s Facilities or operations on the Premises, Owner shall promptly provide User with copies of each such notice.

13. Default.

(a) In the event User shall (i) default in the payment of the Use Fee or any other sum payable by User under this Agreement, and such default shall continue for a period of thirty (30) days after receipt of written notice by Owner, (ii) default in the performance of any other covenants or agreements of this Agreement and such default shall continue for thirty (30) days after User’s receipt of written notice thereof or after the applicable cure period elsewhere set forth in this Agreement; provided, however, that if the default is of the type that cannot be cured within thirty (30) days of User’s receipt of written notice, User shall have such reasonable time as may be necessary to cure such default so long as User has commenced such cure within the first 10 days of the initial 30-day period and is continuing in good faith to effectuate the cure to completion, (ii) become bankrupt or insolvent or should any debtor proceeding by initiated by or against User, which have not been dismissed within sixty (60) days, then Owner may pursue the following rights and remedies:

(A) Cure the default and invoice User for the reasonable costs and expenses of same, which invoice shall be payable within ten (30) business days of its receipt by User;

(B) Retake possession of the Premis es in accordance to Section 15 of this agreement (Removal of Equipment); and;

(D) Exercise any other remedy available at law or in equity.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (b) If User remains in default beyond any applicable cure period, whether or not Owner shall have terminated this Agreement, the following shall be immediately due and payable by User, (i) all Use Fees and other charges, payments, costs and expenses of which Owner has provided written notice of the charges, payments, costs and expenses due from User to Owner and in arrears at the time of the default plus (ii) the Use Fee owed for the balance of the then current Term (not including, for the avoidance of doubt, any remaining Renewal Terms), plus (iii) all other charges, payments, costs and expenses herein agreed to be paid by User up to the end of such Term. User further agrees to pay the reasonable attorney’s fees and costs of Owner, including court costs, if User engages an attorney to collect the Use Fee or otherwise enforce the terms and provisions of this Agreement.

(c) If User remains in default beyond any applicable cure period, whether or not Owner shall have terminated this Agreement, Owner may demand immediate removal by User of the Facilities from the Property, and if User fails to do so within thirty (30) days of receipt of Owner’s demand, Owner may remove the Facilities at User’s sole cost and expense. In such event, Owner shall not be liable to User for damage to the Facilities in the course of such removal, and User shall reimburse Owner for any damages to the Property caused by such removal.

(d) In the event Owner shall default in the performance of its covenants or agreements under this Agreement and such default shall continue for thirty (30) days after Owner’s receipt of written notice thereof or after the applicable cure period elsewhere set forth in this Agreement, then User shall have the immediate right to terminate/ this Agreement upon written notice to Owner.

14. Termination.

Following the Commencement Date and provided that no default exists at the time of issuance of User's written notice, User may terminate this Agreement upon thirty (30) days’ prior written notice to Owner in the event that User, through no fault of its own, is unable to obtain or maintain, any governmental licenses, permits and approvals required of User for its use of the Premises.

15. Removal of Equipment.

Upon the expiration or termination of this Agreement, this Agreement and the Term shall terminate and all righ
ts of User hereunder shall expire and terminate (but not any obligations that expressly survive termination of this Agreement) and User shall surrender the Premises to Owner and, within ninety (90) days after the expiration or termination of this Agreement, remove the Facilities and restore the Premises to substantially the same condition existing prior to User commencing the installation of the Facilities on the Premises, except for ordinary wear and tear, casualty, or acts of God. In the event the Facilities remain on the Premises for more than ninety (90) days following the expiration or termination of this Agreement (even if it has been disconnected) or if User does not completely surrender or restore the Premises in accordance with this Section 15 , User shall pay Owner holdover fees equal to one hundred fifty percent (150%) of the Use Fee in effect immediately prior to the expiration or termination of this Agreement, which holdover fees shall accrue from the date of expiration or termination to the date User completes its obligations under this Section 15. If User fails to complete its obligations under this Section 15 within one hundred twenty (120) days following the expiration or termination of this Agreement, Owner shall have the right to perform User’s obligations hereunder. If Owner performs User’s obligations under this Section 15, Owner shall not be liable to User for damage to the Facilities in the course of such removal, and User shall reimburse Owner for any restoration VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux costs or any damages to the Property caused by such removal . This Section 15 shall survive the expiration or termination of this Agreement.

16. Tower Damage.

In the event that the Tower is fully or more than twenty-five (25) percent (25%) destroyed or damaged by fire, lightning, windstorm, explosion, collapse, vandalism, civil disturbance, aircraft or other vehicle damage or other casualty so as to be unfit for User’s occupancy and Permitted Use and Owner determines, in Owner’s sole discretion, that the Tower cannot be restored or rebuilt by Owner within 180 days or if Owner determines, in Owner’s sole discretion, that it shall not undertake restoring or rebuilding the Tower, then either Owner or User may elect to terminate this Agreement by thirty (30) days’ written notice to the other Party. User shall be entitled to a pro rata refund of its prepaid Use Fee for such time as it is unable to conduct its normal operations as a result of such total or partial destruction or damage or need of repair. Under no circumstances shall Owner be liable for any financial loss due to business interruption caused by the aforementioned circumstances.

17. Eminent Domain.

If the portion of the Property upon which the Tower, foundation, guy wire anchors or associated improvements is located or the Premises are acquired or condemned under the power of eminent domain whether by public authority, public utility, or otherwise, then this Agreement shall terminate as of the date title shall have vested in public authority.

Owner shall be entitled to the entire amount of any condemnation award, except that User shall be entitled to make claim for and retain a condemnation award based on and attributed to the expense of removing its Facilities.

18. Insurance.

(a) User, at its own cost and expense, shall carry the following insurance during the Term of this Agreement: (i) "All Risk" property insurance which insures User’s Facilities for its full replacement cost; (ii) commercial general liability insurance with a minimum limit of liability of $1,000,000 per occurrence and $2,000,000 general aggregate covering all operations by or on behalf of User for personal injury and damage to property; (iii) commercial automobile liability insurance, including coverage for all owned, non -owned and hired automobiles, with a coverage amount not less than $1,000,000 combined single limit for each accident and for bodily injury and property damage, (iv) workers’ compensation insurance as mandated by state law where the Property is located for all of User’s employees and employer’s liability insurance in amount not less than $1,000,000, (v) an umbrella insurance policy providing coverage in excess of User’s primary commercial general liability, automobile liability and employer’s liability policies in an amount not less than $5,000,000; and (v) Workers’ Compensation at statutory limits and Employers Liability and/or Stop Gap insurance with minimum limits of $1,000,000 per accident or disease per employee. Vertical Bridge REIT, LLC, its parents, affiliates, subsidiaries, successors and/or assigns, shall be named as additional insureds under User’s commercial general liability insurance, commercial auto liability insurance, and umbrella insurance policy.

(b) Use
r shall cause each contractor or subcontractor hired to perform work on the Property to maintain insurance coverages and limits of liability of the same type and the same amount as required of User under this Section 18, adjusted to the nature of the contractor’s or subcontractor’s operations.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (c) Certificates of insurance, as evidence of the insurance required by this Agreement, shall be furnished by User to Owner before any access to the Property or construction is commenced by User, its employees, agents, contractors or subcontractors. The certificates of insurance shall provide that the broker will endeavor to give written notice of cancellation of the above-required insurance policies or reduction in the limits required above to the certificate holder thirty (30) days prior to cancellation. Notwithstanding the foregoing or any contrary provision contained herein, Owner acknowledges and agrees that User may elect to self -insure to meet the insurance requirements contained herein.

19. Indemnification.

(a) User agrees to indemnify, defend and hold Owner, their affiliates, and their respective officers, dir
ectors, employees, managers, equity holders, agents, and lenders (collectively, the “Owner Indemnified Parties”) harmless from and against injury, loss, damage or liability (or any claims in respect of the foregoing), costs or expenses (including reasonable attorneys' fees and court costs) which may be imposed upon or incurred by or asserted against the Owner Indemnified Parties to the extent arising from (i) any negligent act or omission of User or any of its employees, agents, contractors, or subcontractors in, on or around the Property (together, “ Agents”) or (ii) User’s breach of this Agreement, except to the extent caused by the negligence or willful misconduct of Owner.

(b) Owne
r agrees to indemnify, defend and hold User, its affiliates, and their respective supervisors, commissioners, officers, directors, employees, managers, equity holders, agents, and lenders (the “User Indemnified Parties”) harmless from and against any and all injury, loss, damage or liability (or any claims in respect of the foregoing), costs or expenses (including reasonable attorneys' fees and court costs) which may be imposed upon or incurred by or asserted against the User Indemnified Parties and which arise from any act of negligence or omission of Owner or its employees, agents contractors or subcontractors in, on or around the Property, except to the extent caused by the gross negligence or willful misconduct of User or its Agents.

(c) No
twithstanding anything in this Agreement to the contrary, User and Owner hereby waive any claim that they may have against the other Party with respect to any consequential, punitive, or special damages.

(d) This Section 19 shall survive the expiration or termination of this Agreement.

20. Assignment.

User shall not assign, mortgage or encumber this Agreement without the express written consent of Owner.

User
acknowledges and agrees that it shall not have any rights to sublet or permit the Premises or any part thereof to be used by others. Notwithstanding the foregoing, User may freely, without Owner’s consent, assign its interest hereunder to any entity which directly controls, is controlled by, or is under common control of User or an entity th at obtains control of User during the term of this Agreement. For the purposes of this Section 20, the term "control" means the ownership, direct or indirect, of sufficient voting shares of an entity, or otherwise the possession, direct or indirect, of the power to direct or cause the direction of the management and policies of an entity, or the power to veto major policy decisions of any such entity, whether through the ownership of voting securities, by contract or otherwise. No such assignment or transfer shall release User or its assignee or transferee from any of the obligations arising under this Agreement. A sale or other transfer of the direct or indirect ownership interests in User shall be deemed an assignment hereunder.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

21. Waiver of Lien.

User hereby waives any and all lien rights User may have , in its proprietary capacity, statutory or otherwise, in and to the Site or any portion thereof, regardless of whether or not same is deemed real or personal property under applicable laws.

22. Warranty of Title and Quiet Enjoyment.

Owner warrants that upon User paying the Use Fee and observing and performing all of the terms, covenants and conditions on User's part to be observed and performed under this Agreement, User may peacefully and quietly enjoy the Premises.

23. Non-Reco urse.

In no event will any member, manager, officer, agent or employee of Owner have any personal liability to User. User agrees that this provision will apply to any and all liabilities, claims, and causes of action whatsoever, including those based on any provision of this Agreement, any implied covenant, or any statute or common law principle.

24. Estoppel Certificate.

User agrees that it will from time to time, within thirty (30) days after receipt of written request by Owner, execute and deliver to such persons as Owner shall request, a statement, in recordable form, certifying that the Agreement is unmodified and in full force and effect (or if there have been modifications, that the same is in full force and effect as so modified), stating the dates to which fees and other charges payable under the Agreement have been paid, stating that to User’s actual knowledge (without independent investigation) that Owner is not in material default under the Agreement (or if User alleges a default, stating the nature of such alleged default), and further stating such other matters as Owner may reasonably request regarding the status of this Agreement.

25. Subordination.

This Agreement is and shall be subordinate to all mortgages, deeds of trust and similar security documents whic
h may now or hereafter be secured upon the Property by Owner, and to all renewals, modifications, consolidations and extensions thereof. This clause shall be self-operative and no further instrument of subordination shall be required by any lessor, mortgagee or applicable security interest holder. Upon User’s request, Owner agrees to exercise commercially reasonably efforts to obtain from Owner’s mortgagee who may now or hereafter have an interest in the Site a Subordination, Non-Disturbance and Attornment Agreement (an "SNDA") in a form acceptable to User and such mortgagee. In the event Owner’s mortgagee declines to enter into an SNDA, Owner shall be deemed to have satisfied its obligations hereunder.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

26. Mechanics Liens.

Owner and User expressly acknowledge and agree that neither User nor any one claiming by, through or under User, including without limitation contractors, sub-contractors, materialmen, mechanics and laborers, shall have any right to file or place any mechanics' or materialmen’s liens of any kind whatsoever upon the Site nor upon a ny building or improvement thereon. All parties with whom User may deal are hereby put on notice that User has no power to subject Owner's interest in the Site to any claim or lien of any kind or character and any persons dealing with User must look solely to the credit of User for payment and not to Owner's interest in the Site or otherwise. Owner shall have the right to post notices of non-responsibility on the Premises. User agrees to allow such notices to remain posted on the Premises throughout the construction period and to notify Owner if such notices are damaged or removed.

However, if by reason of any alteration, repair, labor performed or materials furnished to the Site for or on behalf of User any mechanic's or materialmen’s lien shall be filed, claimed, perfected or otherwise established or as provided by law against the Site, User shall discharge or remove the lien by bonding or otherwise, within thirty (30) days after User receives notice from Owner of the filing of same.

27. Hazardous Substances.

(a) User covenants that (a) User shall at its own cost comply with all Environmental Laws with respect to its operations on the Property; (b) User shall not Manage any Hazardous Materials on the Premises, nor conduct nor authorize the same, including installation of any underground storage tanks, without prior written disclosure to and approval of Owner, in Owner’s sole discretion; (c) User shall not take any action that would subject the Property to permit requirements under Environmental Law for storage, treatment or disposal of Hazardous Materials; (d) User shall not dispose of Hazardous Materials on the Premises; (e) User shall not discharge Hazardous Materials into drains or sewers in violation of environmental laws; (f) User shall not suffer, cause or allow the Release of any Hazardous Materials on, to or from the Premises in violation of environmental law or in quantities requiring a permit; and (g) User shall at its own cost arrange for the lawful transportation and off -site disposal of all Hazardous Materials that it generates.

(b) " Envi
ronmental Law " shall mean and include all applicable federal, state and local statutes, ordinances, regulations and rules relating to environmental quality, health, safety, contamination and clean -up. "Hazardous Material" shall mean petroleum or any petroleum product, asbestos, any substance known by the state in which the Site is located to cause cancer and/or reproductive toxicity, and/or any substance, chemical or waste that is identified as hazardous, toxic or dangerous under Environmental Law, but excluding the use of solvents and commercial cleaners used in compliance with Environmental Law. " Manage" means to generate, manufacture, process, treat, store, use, re -use, refine, recycle, reclaim, blend or burn for energy recovery, incinerate, accumulate speculatively, transport, transfer, dispose of or abandon Hazardous Materials. " Release" shall mean any actual or threatened spilling, leaking, pumping, pouring, emitting, emptying, discharging, injecting, escaping, leaching, presence, dumping, migration from adjacent property or disposing of Hazardous Materials into the environment, as "environment" is defined under Environmental Law.

28. Labeling.

User shall identify its equipment and equipment cabinets (unless such cabinet is located in a building owned by User) with labels permanently affixed thereto, indicating User’s name, contact phone number, and installation date.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux User’s coaxial cables shall be labeled at both the top and bottom of the Tower. Owner shall provide written notice to the User of the failure to identify its equipment and equipment cabinets, and within thirty (30) days after receipt of such written request by Owner, User shall adequately label its equipment and equipment cabinets. If User fails to so identify its equipment, Owner may label User’s equipment and assess against User a fee of $2,000.00 (or Owner’s then current fee for same), which shall be promptly due and payable by User upon receipt of invoice from Owner.

29. Notices.

Except as otherwise expressly provided herein, all notices, requests, claims, demands and other communications hereunder shall be in writing and shall be deemed to have been duly given when received if delivered by certified mail, postage prepaid, return receipt requested, or sent by receipted overnight delivery service to the following addresses:

As to Owner: VB NIMBUS, LLC
750 Park of Commerce Drive, Suite 200
Boca Raton, Florida 33487
Attention: Lease Administration
Ref: US-CA-5177

With a mandatory copy to: VB NIMBUS, LLC
750 Park of Commerce Drive, Suite 200
Boca Raton, Florida 33487
Attention: General Counsel
Ref: US-CA-5177

As to User: San Francisco Public Utilities Commission
Information Technology Services Division
525 Golden Gate Avenue, 5
th Floor
San Francisco, CA 94102
Attention: Radio Communications Manager
Re: VB Nimbus, LLC, San Joaquin County, Site Use Agreement:

US-CA-5177 Corral Hollow

With a copy to: San Francisco Public Utilities Commission Real Estate Services Division
525 Golden Gate Avenue., 10th Floor
San Francisco, CA 94102
Attention: Real Estate Director
Re: VB Nimbus, LLC, San Joaquin County, Site Use Agreement:

US-CA-5177 Corral Hollow

With a copy to: Office of the City Attor ney
City and County of San Francisco
Room 234, City Hall
1 Dr. Carlton B. Goodlett Place
VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux San Francisco, CA 94102-4682
Attn: Real Estate/Finance Team

30. Miscellaneous.

(a) Ent ire Agreement; Amendments. This Agreement and any other documents or exhibit referred to herein or delivered pursuant hereto, which form a part hereof, contains the entire understanding of the Parties with respect to its subject matter. There are no restrictions, agreements, promises, warranties, covenan ts or undertaking other than expressly set forth herein. This Agreement supersedes all prior agreements and understandings between the Parties. No modification of this Agreement shall be effective unless contained in writing signed by the authorized representative of both Parties.

(b) Sev
erability. It is the intention of the Parties that if any provision of this Agreement is capable of two constructions, one of which would render the provision valid, then the provision shall have the meaning which renders it valid. If any term or provision, or any portion thereof, of this Agreement, or the application thereof to any person or circumstances shall, to any extent, held to be invalid or unenforceable by a court of competent jurisdiction , the remainder of this Agreement, or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby, and each other term and provision of this Agreement shall be valid and be enforced to the fullest extent permitted by law.

(c) Suc
cessor and Assigns. This Agreement shall inure to the benefit of and be binding upon Owner, its successors and assigns, and shall be binding upon User, its permitted successors and assigns, and shall inure to the benefit of User and only such assigns of User as are permitted herein. Except as expressly provided otherwise, nothing contained in this Agreement shall be construed so as to confer upon any person’s rights of a third-party beneficiary.

(d) Rem
edies Cumulative. The remedies provided herein shall be cumulative and shall not preclude the assertion by any Party of any other rights or the seeking of and other remedies against the other Party.

(e) No Waiver. Should Owner permit a continuing default of User in User’s performance of the terms of this Agreement, the obligations of User hereunder shall continue and such permissive default shall not be construed as a renewal of the term hereof nor as a waiver of any of the rights of Owner or obligations of User hereunder.

(e) App
licable Law. This Agreement shall be governed by the laws of the State where the Property is located without regard to the principles of conflict of laws thereunder.

(f) Waiver of Jury Trial . To t he extent permitted by law, the Parties hereby irrevocably and unconditionally waive trial by jury in any legal action or proceeding relating in any way to this Agreement, including any counterclaim made in such action or proceeding, and agree that any such action or proceeding shall be decided solely by a judge. Each Party hereby acknowledges that it has been represented by counsel in the negotiation, execution and delivery of this Agreement and that its lawyers have fully explained the meaning of this Agreement, including in particular the jury-trial waiver.

(g) Attorneys’ Fees . In
the event of any dispute between the Parties, the prevailing party shall be reimbursed for its reasonable attorneys’ fees and other costs incurred in enforcing its rights or exercising its remedies under this Agreement. For all purposes under this Agreement, reasonable attorneys' fees of User will be based on the VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux fees regularly charged by private attorneys in San Francisco with comparable experience in the subject matter area practicing in firms of comparable size as the Office of the City Attorney. Such right of reimbursement shall be in addition to any other right or remedy that the prevailing Party may have under this Agreement.

(h) Cou nterparts; DocuSigned Signature Pages. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Any signature page signed via DocuSign hereof shall be considered an original signature page and be effective for all purposes to evidence such party’s execution hereof.

(i) Owne
r and User Entity. Owner and User hereby covenant and warrant that: (i) each is a duly constituted organization (corporation, limited partnership, limited liability company, partnership non-profit corporation, etc.) qualified to do business in the state in which the Property is located; (ii) all corporate franchise or other entity - related taxes have been paid to date; (iii) all future forms, reports, fees and other documents necessary to comply with applicable laws will be filed by Owner or User, as applicable and when due; (iv) and such person signing on behalf of Owner or User is duly authorized by the governing body of such corporation to execute and deliver this Lease on behalf of the corporation.

(j) Representations and Warranties. Owner and User each represent and warrant to the other that it is legally qualified, empowered and able to enter into this Agreement, and that the execution, delivery and performance hereof shall not constitute a breach or violation of any agreement, contract or other obligation or any kind to which the party is subject or by which it is bound.

(k) User’s
Mandatory Provisions. Owner acknowledges that User, as a public entity, is subject to the laws, ordinance, and Charter of the City and County of San Francisco and that, accordingly, the provisions set forth on the attached Exhibit E are required by applicable law to be incorporated, and are hereby incorporated, into this Agreement.

[Remai
nder of Page Intentionally Left Blank]

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

IN WITNESS WHEREOF, the parties have executed this Agreement as of the date first written above.

OWNER:

VB NIMBUS, LLC
a Delaware limited liability company

By: ________________________________________
Name:

Title:

USER:

CITY AND COUNTY OF SAN FRANCISCO,
a California municipal corporation

By: ________________________________________
Name: Dennis J. Herrera
Title: General Manager
San Francisco Public Utilities Commission

Date:_______________________________________

APPROVED AS TO FORM

DAVID CHIU
City Attorney

By: ________________________________________

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

EXHIBIT A

Property

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux EXHIBIT B-1
Co-location Application

SUMMARY

PRIMARY INFO
Application #: P-006561
Application Version: 5 (Submitted: 4/21/2022 8:38:00 PM) Application Type: Broadband
Application Name: Site Name: MD007 KHKK-FM KATM-FM
Lease Type: New Lease
ASR Number:

Description:

Approximately (8) sq. ft. of equipment rack space in shelter; Tower Space - (2)-3 diameter microwave antennas at 16 and 22-feet above ground level (AGL); (2)-9 receive antennas at 120 feet AGL; and (1)-9 transmit antenna at 100' AGL; Conduits - Space for power conduit and coaxial cables on ladder rack; Utility Power - Electrical sub-panel and power meter for On-Premises electricity.

VERTICAL BRIDGE SITE INFO
VB Site #: US-CA-5177
VB Site Name: MD007 KHKK-FM KATM-FM STL KHKK-FM
Latitude: 37.65252222
Longitude: -121.47806667
Structure Type: Guyed Tower
Structure Height: 346.0400
Site Address: 32322 Corral Hollow Road -
Tracy, CA 95377

VERTICAL BRIDGE DEAL TEAM
RLM: Tiffany McClurg
[email protected]
(206) 719-1639
RLS:Pilar Lozano
[email protected]
(561) 348-5212
ROM:Mark Stennett
[email protected]
(512) 569-3445

TENANT LEGAL INFO
Tenant Legal Name: City and County of San Francisco
State of Registration: California
Type of Entity: Public Utility
Carrier NOC #: 4155514357
Tenant Site #: US-CA-5177 (Same as Vertical Bridge site Tenant Site Name: Corral Hollow

APPLICANT
Name: Brian Rolley
Address 525 Golden Gate Ave.

San Francisco, CA 94102
Phone Number: (415) 559-9722
Email Address: [email protected]

FINAL LEASED RIGHTS CONFIGURATION TOTALS
This is a summary of your remaining existing equipment plus the new equipment.

FINAL EQUIPMENT
Qty Equipment Type
1 Panel
2 Microwave Dish
2 Omni/Whip

FINAL LINES
Qty Line Type
2 Rigid
3 Heliax

FREQUENCY & TECHNOLOGY INFO
Type of Technology: Public Safety
Is TX Frequency Licensed: Yes
TX Frequency: 771.73125, 800.26875, WRDP497; 813.5375, 813.8625, 814.6125, 858.53750, 858.8625, 859.61250, WRDF582
Is RX Frequency Licensed: Yes
RX Frequency: 770.26875, 801.73125, 800.26875, WRDP497; 813.5375, 813.8625, 814.6125, WRDF582

MOUNT & STRUCTURAL ANALYSIS

MOUNT ANALYSIS
Provided by Tenant: No
To Be Run by VB: Yes
Include Mount Mapping: No

STRUCTURAL HARD COPIES
Required: No
Number of Hard Copies

CONTACTS

INVOICE CONTACT
Attention To Name Address Phone Number 1 Phone Number 2 Email 1 Email 2 Principal
Administrative
Analyst
Kristen McGuire 525 Golden Gate
Ave., 5th Floor
San Francisco,
CA 94102
(401) 418-3085 KMcGuire@sfwat
er.org
jhorrisberger@sfw
ater.org

PO CONTACT
Name Phone Number Email
Alma Tam (628) 255-9712 [email protected]

LEASING CONTACT
Name Phone Number Email
Brian Rolley (415) 559-9722 [email protected]

NOTICE CONTACT
Notice To Attention To Name Address
San Francisco Public Utilities
Commission
SFPUC Radio Communications
Services
Radio Communications Manager 525 Golden Gate Ave., 5th Floor San Francisco, CA 94102

COPY NOTICE CONTACT
Notice To Attention To Name Address

COLOCATION APPLICATION
US-CA-5177
Version 5
City and County of San Francisco
Vertical Bridge REIT, LLC.
750 Park of Commerce Drive
Suite 200
Boca Raton, FL 33487
Collocation Application P-006561 Page 3 of 5
San Francisco Public Utilities
Commission
SFPUC Real Estate Services Christopher Wong 525 Golden Gate Ave., 10th Floor San Francisco, CA 94102

RF CONTACT
Name Phone Number Email
Jay Horrisberger (415) 214-0394 [email protected]

TENANT CONSTRUCTION MANAGER CONTACT
Name Phone Number Email
Jim Hardimon (310) 413-0604 [email protected]

EMERGENCY CONTACT
Name Phone Number Email
SFPUC ITS HELP DESK (415) 551-4357 [email protected]

LINE & EQUIPMENT

NEW LINE(S)
Qty Line Type Line Size(in.) Line Location Comments
3 Heliax 1 Exterior
2 Rigid 1 Exterior

NEW EQUIPMENT
Qty Equipment
Type
RAD
Height
Mount (H') Mount Type Manufacturer Model
Number
Dimensions
(H"xW"xD")
Weight
(Lbs.)
Azimuth Comments
1 Panel 100.00 100.00 Pipe Mount RFI
Technology
Solutions
BPA-74
96-180-
11 60.00 x

10.40 x 6.00

17.00 80 Please see
attached
specificatio
n sheet.

Proposed
mount on
North-East
tower leg.
1 Microwave
Dish

22.00 22.00 Pipe Mount Radio
Frequency
Systems
(RFS)
SC3-W1
00B

39.36 x

14.57 39.70 248 Please see
attached
specificatio
n sheet.
1 Microwave
Dish

16.00 16.00 Pipe Mount Radio
Frequency
Systems
(RFS)
SC3-W1
00B

39.36 x

14.57 39.70 96 Please see
attached
specificatio
n sheet.

COLOCATION APPLICATION
US-CA-5177
Version 5
City and County of San Francisco
Vertical Bridge REIT, LLC.
750 Park of Commerce Drive
Suite 200
Boca Raton, FL 33487
Collocation Application P-006561 Page 4 of 5
1 Omni/Whip 137.00 120.00 Pipe Mount RFI
Technology
Solutions
CC807-
11-P
205.00 x

3.00 x 3.00

49.00 80 Please see
attached
specificatio
n sheet.

Proposed
antenna
mount on
West tower
leg.
1 Omni/Whip 137.00 120.00 Pipe Mount RFI
Technology
Solutions
CC807-
11-P
205.00 x

3.00 x 3.00

49.00 80 Please see
attached
specificatio
n sheet.

Proposed
antenna
mount on
South
tower leg.

ADDITIONAL SITE REQUIREMENTS

GROUND & INTERIOR SPACE REQUIREMENTS
Requirement
Type
Total Lease Area
(L x W)
Cabinet
Required
Cabinet Area (L x
W)
Shelter Required Shelter Pad (L x
W)
Comments
New 21.00 x 12.00 No x Yes 21.00 x 12.00 The SFPUC
through its
contractor
(Motorola) will
provide all of the
designs, plans,
specifications,
permits and fees
to install a
prefabricated
radio shelter.

GENERATOR REQUIREMENTS
Requirement
Type
Fuel Type Kilowatt Size Pad Dimensions
(L x D)
Generator
Manufacturer
Fuel Tank
Manufacturer
Comments
New Propane 35 7.00 x 3.00 Generac Allied Propane
Service, Inc.

The SFPUC
through its
contractor
(Motorola) will
design, plan,
specify and
purchase the
generator and
propane tanks.

The generator will
be installed in one
half of the
proposed radio
shelter.

AC POWER REQUIREMENTS
Meter Type Additional Details Comments

COLOCATION APPLICATION
US-CA-5177
Version 5
City and County of San Francisco
Vertical Bridge REIT, LLC.
750 Park of Commerce Drive
Suite 200
Boca Raton, FL 33487
Collocation Application P-006561 Page 5 of 5
New Tenant Meter The SFPUC will apply to the local power utility (Pacific Gas and Electric Company) for a 200
Amp 240 Volt Single Phase Service and will
have a separate electric service and meter.

BACKHAUL REQUIREMENTS
Requirement Type Cable Type Number Of Points Of
Entry
Riser Size (Inches) Comments
Not Required The SFPUC backhaul is
integrated into their design
and lease request.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux EXHIBIT B-2
Instal
lation Plans

MSOLUTIONS

SAN FRANCISCO PUBLIC UTILITIES COMMISSION
P25 PHASE 2 TDMA

CORRAL HOLLOW SITE

PLOT PLAN
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXX
XXXXXX
X
X
X
X
X
X
X

X X X X X X X X

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXX

X X X X X

SHEET NOTES
24' of existing level ground
Notes:

1.Proposed BLDG: VFP, Inc. Shelter Model 2560, Motorola, Size = 11'8" x 20'0" x 9'2" (VFP concrete shelters are constructed of reinforced panels, welded together for maximum structural strength. Joints are double-sealed with proprietary interlocking double key way and step joint designs for superior weather protection. This construction is inherently bullet resistant to UL-752 level 4 (30-06 at 15 feet), has a 2-hour fire rating, and provides a high level of vandal protection.)

2.Dashed Line = Galvanized and Grounded 2" Mesh Cyclone Fence

3.All dimensions are approximate and specified in inches unless otherwise noted. (SPVOE&OUJUMFNFOU
VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux EXHIBIT B-3
Structural Analysis
Atlan
ta | Boca Raton | Charlotte | Chattanooga | Nashville | Knoxville | Orlando 750 Park of Commerce Drive | Suite 200 | Boca Raton, FL 33487 www.bennett-pless.com
City and County of San Francisco
Structural Analysis Report
Struc
ture : 343ft Guyed Tower
VB Site Name : MD007 KHKK-FM KATM-FM STL KHKK-FM
VB Site Number : US-CA-5177
Proposed Carrier : City and County of San Francisco
Carrier Site Name : Corral Hollow
Carrier Site Number : US-CA-5177
Site Location : 32322 Corral Hollow Road,
Tracy, C A 95377 (Pima County)

37.65252222, -121.47806667
Date : August 4, 2021
Max Member Stress Level : 92.9% (Tower)
Result : PASS
(Foundation was not analyzed due to lack of information) B&P Job No.: 21.03.006.155
Prepared For:

Vertical Bridge Engineering, LLC.

Prepa
red By:

Bennett & Pless, Inc.
8/4/2021
Table of Contents
Introduction ........................................................................................................................ 1 Existing Structural Information ....................................................................................... 1 Final Proposed Equipment Loading for City and County of San Francisco ............... 1 Design Criteria ................................................................................................................... 2 Analysis Results .................................................................................................................. 2 Assumptions ........................................................................................................................ 2 Conclusions ......................................................................................................................... 3 Standard Conditions .......................................................................................................... 4 Disclaimer of Warranties .................................................................................................. 4 Calculations ........................................................................................................... Attached Collocation Application ....................................................................................... Attached

Introduction
We have completed our structural analysis of the proposed equipment installation on the foregoing tower to determine its ability to support the loads proposed by City and County of San Francisco. The objective of the analysis was to determine if the tower meets the current structural codes and standards with the proposed equipment installation.

Existing Structural Information
The following documents for the existing structure were made available for our structural analysis.

Tower Information Tower Mapping Report by Structural Components, Project No.: 210261 dated June 30, 2021
Foundation Information Foundation Mapping Report by Structural Components, Project No.:
210261 dated June 30, 2021
Geotechnical Information Geotechnical information was not provided.

Existing Equipment Information Tower Mapping Report by Structural Components, Project No.: 210261 dated June 30, 2021
Vertical Bridge Colocation Application P-006561dated May 26, 2021.

Tower Reinforcement Information Tower has not been previously reinforced.

Final Proposed Equipment Loading for City and County of San Francisco The following proposed loading was obtained from the Vertical Bridge Collocation Application:

Antenna/Equipment Coax
Mount
(ft).

RAD
(ft.) Qty. Appurtenance Type Qty. Size/Type

16.0 16.0 1 RFS SC3-W100B MW Dish
3 2

1” Heliax
1” Rigid

1 Pipe Mount Mount

22.0 22.0 1 RFS SC3-W100B MW Dish
1 Pipe Mount Mount
100.0 100.0 1 RFI BPA-7496-180-11 Panel
120.0 137.0 2 RFI CC80711-P Omni/Whip
2 Pipe Mount Mount
Note: All equipment shown above is proposed.

Design Criteria
The tower was analyzed using tnxTower (Version 8.1.1) tower analysis software using the following design criteria.

Building Code Building Code of the County of San Joaquin adopted from 2019 California Building
Code & 2018 International Building Code
TIA/EIA Standard Code TIA-222-H
Basic Wind Speed 93 MPH Vult
Basic Wind Speed w/ Ice 30 MPH/ 0.0” Ice
Steel Grade See Tower profile for steel grade
Exposure Category C
Topographic Category (height) 5
Risk Category II
Ground Elevation 1077.88 ft
Ss 1.462
Seismic Design Category D

Analysis Results
Based on the foregoing information, our structural analysis determined that the existing tower is structurally capable of supporting the proposed equipment loads. The existing tower foundation was not analyzed due to lack of information. A seismic analysis was performed and was not found to be controlling.

Assumptions
The below assumptions are true, complete and accurate.

1. The existing tower has been maintained to manufacturer’s specifications and is in good condition.

2. Foundations are considered to have been properly designed for the original design loads.

3. All member connections are considered to have been designed to meet the load carrying capacity of the connected member.

4. Antenna mount loads have been estimated based on generally accepted industry standards.

5. The mounts for the proposed antennas have been analyzed and designed by others.

6. See additional assumptions contained in the report attached.

7. Tower is within acceptable engineering tolerance at 105%.

8. Foundations are within acceptable engineering tolerance at 110%.

Conclusions
The existing tower described above does have sufficient capacity to support the proposed loading based on the governing Building Code. The existing tower foundation was not analyzed due to lack of information. A seismic analysis was performed and was not found to be controlling.

We appreciate the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance, please call us anytime at 561-288-1187.

Sincerely,
Analysis by:

Kshitij Kadam
Design Engineer
Reviewed by:

Sweanum Soo, Ph.D. P.E. S.E.

Senior Structural Engineer
8/4/2021
Standard Conditions
All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but not necessarily limited, to:
- Information supplied by the client regarding the structure itself, the antenna and transmission line loading on the structure and it components, or relevant information. - Information from drawings in possession of Bennett & Pless, or generated by field inspections or measurements of the structure.

It is the responsibility of the client to ensure that the information provided to Bennett & Pless and used in the performance of our engineering services is correct and complete. In the absence of information contrary, we consider that all structures were constructed in accordance with the drawings and specifications and are in a un- corroded condition and have not deteriorated; and we, therefore consider that their capacity has not significantly changed from the original design condition.

All services will be performed to the codes and standards specified by the client, and we do not imply to meet any other code and standard requirements unless explicitly agreed to in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes and standards, the client shall specify the exact requirements. In the absence of information to the contrary, all work will be performed in accordance with ANSI/TIA/EIA-222-Revision H.

All services are performed, results obtained and recommendations made in accordance with the generally accepted engineering principles and practices. Bennett & Pless is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply.

Disclaimer of Warranties
Bennett & Pless Inc. makes no warranties, expressed or implied, in connection with this report, and disclaims any liability arising from the ability of the existing structure to support the design loads for which it was originally designed. Bennett & Pless Inc. will not be responsible whatsoever for or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of Bennett & Pless pursuant to this report will be limited to the total fee received for preparation of this report.

Attachment 1:

Calculations

Bennett and Pless
47 Perimeter Center E, Ste 500
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Job:

US-CA-5177
Project: MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF) 343ft Guyed Client: Vertical Bridge Drawn by: CBlake App'd:

Code: TIA-222-H Date: 08/04/21 Scale: NTS
Path:

Y:\Shared\Projects\2021\21.03.000 - Boca Raton\21.03.006.xxx - VB Ops Towers\21.03.006.155 - US-CA-5177 MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF) 343ft Guyed\Calcs\US-CA-5177 _SA_(City of SF)_343ft Guyed.eri Dwg No. E-1
3/8 EHS LC=191.782 ft IT=10%
R=179.000 ft
3/8 EHS LC=191.782 ft IT=10%
5/16 EHS LC=219.774 ft IT=10%
5/16 EHS LC=219.774 ft IT=10%
5/16 EHS LC=260.157 ft IT=10%
3/8 EHS LC=323.327 ft IT=10%
R=198.000 ft
3/8 EHS LC=363.111 ft IT=10%
5/16 EHS LC=412.022 ft IT=10%
343.0 ft341.9 ft
320.0 ft
300.0 ft
280.0 ft
285.1 ft285.1 ft285.1 ft
260.0 ft
240.0 ft
220.0 ft
236.5 ft236.5 ft236.5 ft
200.0 ft
180.0 ft
160.0 ft
174.9 ft174.9 ft174.9 ft
140.0 ft
120.0 ft
100.0 ft
114.9 ft114.9 ft114.9 ft114.9 ft114.9 ft114.9 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

10.0 ft

0.0 ft
64 K (Axial)
1 K
18 K
12 K
22 K
12 K
17 K
21 K

ALL REACTIONS ARE FACTORED
Section
T1T2
T3T4T5T6T7T8T9T10T11T12T13T14T15T16T17T18T19T20
Legs SR 1 1/8SR 1 3/8SR 1 1/2SR 1 3/4
Leg Grade A572-50
Diagonals SR 3/4SR 7/8
Diagonal Grade A36
Top Girts SR 5/8SR 3/4
Bottom Girts SR 5/8SR 3/4N.A.

Horizontals ASR 3/4SR 7/8
Face Width (ft) 2
# Panels @ (ft) BC198 @ 1.625DE
Weight (K) 0.00.00.50.50.60.60.60.60.60.60.60.60.81.30.80.81.30.80.40.412.5 PLAN
R=219.000 ft (12)
R=179.000 ft (-15)
R=214.000 ft (-14)
R=219.000 ft (12)
R=179.000 ft (-15)
R=214.000 ft (-14)
R=219.000 ft (12)
R=179.000 ft (-15)
R=214.000 ft (-14)
R=253.000 ft (8)
R=198.000 ft (-20)
R=254.000 ft (-16)
R=253.000 ft (8)
R=198.000 ft (-20)
R=254.000 ft (-16)
R=253.000 ft (8)
R=198.000 ft (-20)
R=254.000 ft (-16)
Strobe Light (A11) 343 45" x 5/8" Lightning Rod (A12) 343 6-Bay FM antenna w/o Radomes (A10) 337.5 - 290 4-Bay FM Antenna (w/o Radomes) (A9)
220 - 190.5 Side Light (A8) 171.5 Side Light (A8) 171.5 Side Light (A8) 171.5 3' Stand-off (A7) 139.5 15'X2.5" Omni (A7) 139.5 Omni/Whip 205"x3" (City and County of San Francisco)
120 Omni/Whip 205"x3" (City and County
of San Francisco)
120 Pipe Mount 3'x4.5" (City and County of
San Francisco)
120 Pipe Mount 3'x4.5" (City and County of
San Francisco)
120 60"'x10.4"x6" Panel (City and County of
San Francisco)
100 Pipe Mount 3'x4.5" (City and County of
San Francisco)
100 6' Grid Dish (A6) 47 3' Yagi(.03k,2.08CAAA) (A5) 36 8" Dish (A4) 32 3' Yagi(.03k,2.08CAAA) (A3) 25.5 Pipe Mount 3'x4.5" (City and County of San Francisco)
22 RFS SC3-W100B Microwave Dish
(City and County of San Francisco)
22 2' Dish (A2) 19.25 12X12X3 ODU (A2) 19.25 Junction Box (A2) 19.25 Pipe Mount 3'x4.5" (City and County of San Francisco)
16 RFS SC3-W100B Microwave Dish
(City and County of San Francisco)
16 6'*3' Paraflector (A1) 13.5DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION
Strobe Light (A11) 343
45" x 5/8" Lightning Rod (A12) 343
6-Bay FM antenna w/o Radomes (A10) 337.5 - 290
4-Bay FM Antenna (w/o Radomes)
(A9)
220 - 190.5
Side Light (A8) 171.5
Side Light (A8) 171.5
Side Light (A8) 171.5
3' Stand-off (A7) 139.5
15'X2.5" Omni (A7) 139.5
Omni/Whip 205"x3" (City and County
of San Francisco)
120
Omni/Whip 205"x3" (City and County
of San Francisco)
120
Pipe Mount 3'x4.5" (City and County of
San Francisco)
120
Pipe Mount 3'x4.5" (City and County of
San Francisco)
120
60"'x10.4"x6" Panel (City and County of
San Francisco)
100
Pipe Mount 3'x4.5" (City and County of
San Francisco)
100
6' Grid Dish (A6) 47
3' Yagi(.03k,2.08CAAA) (A5) 36
8" Dish (A4) 32
3' Yagi(.03k,2.08CAAA) (A3) 25.5
Pipe Mount 3'x4.5" (City and County of
San Francisco)
22 RFS SC3-W100B Microwave Dish
(City and County of San Francisco)
22 2' Dish (A2) 19.25
12X12X3 ODU (A2) 19.25
Junction Box (A2) 19.25
Pipe Mount 3'x4.5" (City and County of
San Francisco)
16 RFS SC3-W100B Microwave Dish
(City and County of San Francisco)
16 6'*3' Paraflector (A1) 13.5

SYMBOL LIST

MARK MARKSIZE SIZE
A N.A.

B 1 @ 0.791667
C 1 @ 1.54167
D 6 @ 1.61111
E 10 @ 1.05093

MATERIAL STRENGTH
GRADE GRADEFy FyFu Fu
A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi

TOWER DESIGN NOTES

1. Tower is located in San Joaquin County, California.

2. Tower designed for Exposure C to the TIA-222-H Standard.

3. Tower designed for a 93 mph basic wind in accordance with the TIA-222-H Standard.

4. Deflections are based upon a 60 mph wind.

5. Tower Risk Category II.

6. Topographic Category 5 with Crest Height of 756.000 ft

7. TOWER RATING: 92.9%
8/4/2021
ASCE 7 Hazards Report
Address:

No Address at This
Location
Standard: ASCE/SEI 7-16
Risk Category: II
Soil Class: D - Default (see
Section 11.4.3)
Elevation: 1077.88 ft (NAVD 88)
Latitude:

Longitude:

37.652522
-121.478067
Wind
Results:

Wind Speed: 93 Vmph
10-year MRI 64 Vmph
25-year MRI 70 Vmph
50-year MRI 75 Vmph
100-year MRI 80 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Wed Jul 14 2021
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 7% probability of exceedance in 50 years (annual exceedance probability =

0.00143, MRI = 700 years).

Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.

Page 1 of 3 ends

SS : 1.462
S1 : 0.493
F a : 1.2
F v : N/A
SMS : 1.754
SM1 : N/A
SDS : 1.17
SD1 : N/A
T L : 8
PGA : 0.616
PGA M : 0.74
F PGA : 1.2
Ie : 1
Cv : 1.392
Seismic
Site Soil Class:

Results:

Data Accessed:

Date Source:

D - Default (see Section 11.4.3)
USGS Seismic Design Maps
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.

Wed Jul 14 2021

Page 2 of 3 ends

Ice
Results:

Data Source:

Date Accessed:

Ice Thickness: 0.00 in.

Concurrent Temperature: 25 F
Gust Speed: 30 mph
Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8
Wed Jul 14 2021
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 7 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 7 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 7 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 7 Hazard Tool.

Page 3 of 3 ends

ttnnxxTToowweerr
Job
US-CA-5177
Page
1 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake

Tower Input Data

The main tower is a 3x guyed tower with an overall height of 343.000 ft above the ground line.

The base of the tower is set at an elevation of 0.000 ft above the ground line.

The face width of the tower is 2.000 ft at the top and tapered at the base.

This tower is designed using the TIA-222-H standard.

The following design criteria apply:

Tower is located in San Joaquin County, California.

Tower base elevation above sea level: 1077.880 ft.

Basic wind speed of 93 mph.

Risk Category II.

Exposure Category C.

Crest Height: 756.000 ft.

Rigorous Topographic Factor Procedure for wind speed-up calculations is used.

Topographic Feature: Continuous Ridge.

Slope Distance L: 5808.000 ft.

Distance from Crest x: 0.000 ft.

Horizontal Distance Downwind: No.

Deflections calculated using a wind speed of 60 mph.

Pressures are calculated at each section.

Stress ratio used in tower member design is 1.

Safety factor used in guy design is 1.

Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.

Options

Consider Moments - Legs √ Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-H Bracing Resist. Exemption √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles √ Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow √ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances
Outside and Inside Corner Radii Are
Known

ttnnxxTToowweerr
Job
US-CA-5177
Page
2 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Leg B
Guy B

Leg C
Guy C

Leg A
Guy A
Face A
F ace B

Face C
Corner & Starmount Guyed Tower
Wind 0
Wind 90
Wind 180
Z
X

ttnnxxTToowweerr
Job
US-CA-5177
Page
3 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Leg B
G uy B
Leg C
Guy C
Leg A
G uy A
Face A
F ace B
Face C
Face Guyed
Wind 0
Wind 90
Wind 180
Z
X
Tower Section Geometry
Tower
Section
Tower
Elevation
ft
Assembly
Database
Description Section
Width
ft
Number
of
Sections
Section
Length
ft
T1 343.000-341.875 2.000 1 1.125
T2 341.875-340.000 2.000 1 1.875
T3-T4 340.000-300.000 2.000 2 20.000
T5-T6 300.000-260.000 2.000 2 20.000
T7-T12 260.000-140.000 2.000 6 20.000
T13-T18 140.000-20.000 2.000 6 20.000
T19 20.000-10.000 2.000 1 10.000
T20 10.000-0.000 2.000 1 10.000
Tower Section Geometry (cont’d)
ttnnxxTToowweerr
Job
US-CA-5177
Page
4 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Tower
Section
Tower
Elevation
ft
Diagonal
Spacing
ft
Bracing
Type
Has
K Brace
End
Panels
Has
Horizontals
Top Girt
Offset
in
Bottom Girt
Offset
in
T1 343.000-341.875 0.792 M Brace No Yes 3.0000 1.0000
T2 341.875-340.000 1.542 M Brace No Yes 1.0000 3.0000
T3-T4 340.000-300.000 1.625 M Brace No Yes 3.0000 3.0000 T5-T6 300.000-260.000 1.625 M Brace No Yes 3.0000 3.0000 T7-T12 260.000-140.000 1.625 M Brace No Yes 3.0000 3.0000 T13-T18 140.000-20.000 1.625 M Brace No Yes 3.0000 3.0000 T19 20.000-10.000 1.611 M Brace No Yes 3.0000 1.0000
T20 10.000-0.000 1.051 Diag Down No Yes 1.0000 5.5000
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
T1
343.000-341.875
Solid Round 1 1/8 A572-50
(50 ksi)
Solid Round 3/4 A36
(36 ksi)
T2
341.875-340.000
Solid Round 1 1/8 A572-50
(50 ksi)
Solid Round 3/4 A36
(36 ksi)
T3-T4
340.000-300.000
Solid Round 1 1/8 A572-50
(50 ksi)
Solid Round 3/4 A36
(36 ksi)
T5-T6
300.000-260.000
Solid Round 1 3/8 A572-50
(50 ksi)
Solid Round 3/4 A36
(36 ksi)
T7-T12
260.000-140.000
Solid Round 1 1/2 A572-50
(50 ksi)
Solid Round 3/4 A36
(36 ksi)
T13-T18
140.000-20.000
Solid Round 1 3/4 A572-50
(50 ksi)
Solid Round 7/8 A36
(36 ksi)
T19

20.000-10.000
Solid Round 1 3/4 A572-50
(50 ksi)
Solid Round 7/8 A36
(36 ksi)
T20 10.000-0.000 Solid Round 1 3/4 A572-50
(50 ksi)
Solid Round 7/8 A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Top Girt
Type
Top Girt
Size
Top Girt
Grade
Bottom Girt
Type
Bottom Girt
Size
Bottom Girt
Grade
T1
343.000-341.875
Solid Round 5/8 A36
(36 ksi)
Solid Round 5/8 A36
(36 ksi)
T2
341.875-340.000
Solid Round 5/8 A36
(36 ksi)
Solid Round 5/8 A36
(36 ksi)
T3-T4
340.000-300.000
Solid Round 5/8 A36
(36 ksi)
Solid Round 5/8 A36
(36 ksi)
T5-T6
300.000-260.000
Solid Round 5/8 A36
(36 ksi)
Solid Round 5/8 A36
(36 ksi)
T7-T12
260.000-140.000
Solid Round 3/4 A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T13-T18
140.000-20.000
Solid Round 3/4 A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T19

20.000-10.000
Solid Round 3/4 A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T20 10.000-0.000 Solid Round 3/4 A36
(36 ksi)
Flat Bar 11.5x3/8 A36
(36 ksi)

ttnnxxTToowweerr
Job
US-CA-5177
Page
5 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake

Tower Section Geometry (cont’d)

Tower
Elevation

ft
No.
of
Mid
Girts
Mid Girt
Type

Mid Girt
Size

Mid Girt
Grade
Horizontal
Type

Horizontal
Size

Horizontal
Grade
T1
343.000-341.875
None Flat Bar A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T2
341.875-340.000
None Flat Bar A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T3-T4
340.000-300.000
None Flat Bar A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T5-T6
300.000-260.000
None Flat Bar A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T7-T12
260.000-140.000
None Flat Bar A36
(36 ksi)
Solid Round 3/4 A36
(36 ksi)
T13-T18
140.000-20.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)
T19

20.000-10.000
None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)
T20 10.000-0.000 None Flat Bar A36
(36 ksi)
Solid Round 7/8 A36
(36 ksi)

Tower Section Geometry (cont’d)

Tower
Elevation

ft
Gusset
Area
(per face)

ft2
Gusset
Thickness

in
Gusset Grade Adjust. Factor
Af
Adjust.

Factor
Ar
Weight Mult.

Double Angle
Stitch Bolt
Spacing
Diagonals
in
Double Angle
Stitch Bolt
Spacing
Horizontals
in
Double Angle
Stitch Bolt
Spacing
Redundants
in
T1
343.000-341.8
75 0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T2
341.875-340.0
00 0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T3-T4
340.000-300.0
00 0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T5-T6
300.000-260.0
00 0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T7-T12
260.000-140.0
00 0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T13-T18
140.000-20.00
0 0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T19

20.000-10.000

0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T20

10.000-0.000

0.000 0.0000 A36
(36 ksi)
1 1 1 36.0000 36.0000 36.0000

ttnnxxTToowweerr
Job
US-CA-5177
Page
6 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Tower Section Geometry (cont’d)
K Factors1
Tower
Elevation
ft
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.

X
Y
Sec.

Horiz.

X
Y
Inner
Brace
X
Y
T1
343.000-341.8
75 Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 T2
341.875-340.0
00 Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 T3-T4
340.000-300.0
00 Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 T5-T6
300.000-260.0
00 Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 T7-T12
260.000-140.0
00 Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 T13-T18
140.000-20.00
0 Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 T19

20.000-10.000
Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 T20

10.000-0.000
Yes Yes 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.

Tower Section Geometry (cont’d)
Tower
Elevation
ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width
Deduct
in
U Net Width
Deduct
in
U Net Width
Deduct
in
U Net
Width
Deduct
in
U Net
Width
Deduct
in
U Net
Width
Deduct
in
U Net
Width
Deduct
in
U
T1
343.000-341.8
75 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2
341.875-340.0
00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3-T4
340.000-300.0
00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5-T6
300.000-260.0
00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T7-T12
260.000-140.0
00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

ttnnxxTToowweerr
Job
US-CA-5177
Page
7 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Tower
Elevation
ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Net Width
Deduct
in
U

Net Width
Deduct
in
U

Net
Width
Deduct
in
U

T13-T18
140.000-20.00
0 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T19

20.000-10.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T20

10.000-0.000

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

Tower
Elevation
ft
Redundant
Horizontal
Redundant
Diagonal
Redundant
Sub-Diagonal
Redundant
Sub-Horizontal
Redundant Vertical Redundant Hip Redundant Hip
Diagonal
Net Width
Deduct
in
U

Net Width
Deduct
in
U

Net
Width
Deduct
in
U

T1
343.000-341.8
75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2
341.875-340.0
00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3-T4
340.000-300.0
00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5-T6
300.000-260.0
00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T7-T12
260.000-140.0
00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T13-T18
140.000-20.00
0 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T19

20.000-10.000

0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T20

10.000-0.000

0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

Guy Data

Guy
Elevation

ft
Guy
Grade
Guy
Size

Initial
Tension

K
%

Guy
Modulus

ksi
Guy
Weight

plf
Lu

ft
Anchor
Radius

ft
Anchor
Azimuth
Adj.
°
Anchor
Elevation

ft
End
Fitting
Efficiency
%

58.125 EHS A
B
C
3/8
3/8
3/8

1.540

1.540
10%
10%
10%
21000.000
21000.000
21000.000

0.273

0.273
224.011
191.611
221.938
214.000
179.000
219.000

0.0000

0.0000
-14.000
-15.000

12.000
100%
100%
100%
114.875 EHS A
B
C
5/16
5/16
5/16

1.120

1.120
10%
10%
10%
21000.000
21000.000
21000.000

0.205

0.205
248.136
219.584
240.210
214.000
179.000
219.000

0.0000

0.0000
-14.000
-15.000

12.000
100%
100%
100%

ttnnxxTToowweerr
Job
US-CA-5177
Page
8 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
174.875 EHS A
B
C
5/16
5/16
5/16

1.120

1.120
10%
10%
10%
21000.000
21000.000
21000.000

0.205

0.205
284.323
259.931
271.772
214.000
179.000
219.000

0.0000

0.0000
-14.000
-15.000

12.000
100%
100%
100%
236.5 EHS A
B
C
3/8
3/8
3/8

1.540

1.540
10%
10%
10%
21000.000
21000.000
21000.000

0.273

0.273
357.024
323.037
339.762
254.000
198.000
253.000

0.0000

0.0000
-16.000
-20.000

8.000
100%
100%
100%
285.125 EHS A
B
C
3/8
3/8
3/8

1.540

1.540
10%
10%
10%
21000.000
21000.000
21000.000

0.273

0.273
392.859
362.783
374.140
254.000
198.000
253.000

0.0000

0.0000
-16.000
-20.000

8.000
100%
100%
100%
341.958 EHS A
B
C
5/16
5/16
5/16

1.120

1.120
10%
10%
10%
21000.000
21000.000
21000.000

0.205

0.205
437.883
411.661
417.924
254.000
198.000
253.000

0.0000

0.0000
-16.000
-20.000

8.000
100%
100%
100%

Guy Data(cont’d)

Guy
Elevation
ft
Mount
Type
Torque-Arm
Spread

ft
Torque-Arm
Leg Angle

°
Torque-Arm
Style
Torque-Arm
Grade
Torque-Arm
Type
Torque-Arm Size

58.125 Torque Arm 6.000 30.0000 Bat Ear A36
(36 ksi)
Channel C8x11.5
114.875 Torque Arm 6.000 30.0000 Bat Ear A36
(36 ksi)
Channel C8x11.5
174.875 Corner
236.5 Corner
285.125 Corner
341.958 Corner

Guy Data (cont’d)

Guy
Elevation
ft
Diagonal
Grade
Diagonal
Type
Upper Diagonal
Size
Lower Diagonal
Size
Is
Strap.

Pull-Off
Grade
Pull-Off Type Pull-Off Size

58.125 A572-50
(50 ksi)
Solid Round A572-50
(50 ksi)
Single Angle
114.875 A572-50
(50 ksi)
Solid Round A572-50
(50 ksi)
Single Angle
174.875 A572-50
(50 ksi)
Solid Round A572-50
(50 ksi)
Single Angle
236.500 A572-50
(50 ksi)
Solid Round A572-50
(50 ksi)
Single Angle
285.125 A572-50
(50 ksi)
Solid Round A572-50
(50 ksi)
Single Angle
341.958 A572-50
(50 ksi)
Solid Round A572-50
(50 ksi)
Single Angle

Guy Data (cont’d)

ttnnxxTToowweerr
Job
US-CA-5177
Page
9 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Guy
Elevation
ft
Cable
Weight
A
K
Cable
Weight
B
K
Cable
Weight
C
K
Cable
Weight
D
K
Tower
Intercept
A
ft
Tower
Intercept
B
ft
Tower
Intercept
C
ft
Tower
Intercept
D
ft

58.125 0.061 0.052 0.061 4.424

3.6 sec/pulse

3.237

3.1 sec/pulse

4.353

3.6 sec/pulse
114.875 0.051 0.045 0.049 5.575

4.1 sec/pulse

4.365

3.6 sec/pulse

5.237

4.0 sec/pulse
174.875 0.058 0.053 0.056 7.280

4.7 sec/pulse

6.084

4.3 sec/pulse

6.667

4.5 sec/pulse
236.5 0.097 0.088 0.093 11.063

5.7 sec/pulse

9.053

5.2 sec/pulse

10.040

5.5 sec/pulse
285.125 0.107 0.099 0.102 13.339

6.3 sec/pulse

11.371

5.8 sec/pulse

12.124

6.0 sec/pulse
341.958 0.090 0.084 0.086 17.010

7.1 sec/pulse

15.028

6.7 sec/pulse

15.528

6.8 sec/pulse
Guy Data (cont’d)
Torque Arm Pull Off Diagonal
Guy
Elevation
ft
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Kx Ky Kx Ky Kx Ky

58.125 No No 1 1 1 1 1 1
114.875 No No 1 1 1 1 1 1
174.875 No No 1 1 1 1
236.5 No No 1 1 1 1
285.125 No No 1 1 1 1
341.958 No No 1 1 1 1
Guy Data (cont’d)
Torque-Arm Pull Off Diagonal
Guy
Elevation
ft
Bolt Size
in
Number Net Width
Deduct
in
U Bolt Size
in
Number Net Width
Deduct
in
U Bolt Size
in
Number Net Width
Deduct
in
U

58.125 0.0000
A325N
0 0.0000 1 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
114.875 0.0000
A325N
0 0.0000 1 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
174.875 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
236.5 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
285.125 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
341.958 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75 0.6250
A325N
0 0.0000 0.75
Guy Pressures

ttnnxxTToowweerr
Job
US-CA-5177
Page
10 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Guy
Elevation
ft
Guy
Location
z

ft
qz

ksf
qz
Ice
ksf
Ice
Thickness
in

58.125 A
B
C

22.063

21.563

35.063

0.031

0.034

114.875 A
B
C

50.438

49.938

63.438

0.037

0.038

174.875 A
B
C

80.438

79.938

93.438

0.040

0.041

236.5 A
B
C
110.250
108.250
122.250

0.042

0.043

285.125 A
B
C
134.563
132.563
146.563

0.043

0.044

341.958 A
B
C
162.979
160.979
174.979

0.044

0.045

Feed Line/Linear Appurtenances - Entered As Round Or Flat

Description Face
or
Leg
Allow
Shield
Exclude
From
Torque
Calculation
Component
Type
Placement

ft
Total
Number
Number
Per Row
Clear
Spacing
in
Width or
Diameter
in
Perimeter

in
Weight

klf
1/2'' Coax A No No Ar (CaAa) 13.500 - 6.000 1 1 0.5800 0.5800 0.000 1/4'' Coax A No No Ar (CaAa) 19.250 - 6.000 1 1 0.2500 0.2500 0.000 7/8'' Coax A No No Ar (CaAa) 25.600 - 6.000 1 1 1.1000 1.1000 0.000 1/4'' OD B No No Ar (CaAa) 32.000 - 6.000 1 1 0.8400 0.8400 0.001 7/8'' Coax A No No Ar (CaAa) 36.000 - 6.000 1 1 1.1000 1.1000 0.000 7/8'' Coax A No No Ar (CaAa) 47.000 - 6.000 1 1 1.1000 1.1000 0.000 7/8'' Coax A No No Ar (CaAa) 139.500 - 6.000 1 1 1.1000 1.1000 0.000 1 1/16'' OD A No No Ar (CaAa) 343.000 - 6.000 1 1 1.0625 1.0625 0.000 3'' Coax B No No Ar (CaAa) 220.000 - 6.000 1 1 3.0100 3.0100 0.002 3'' Coax B No No Ar (CaAa) 337.500 - 6.000 1 1 3.0100 3.0100 0.002 1'' Heliax
(City and County of
San Francisco)
B No No Ar (CaAa) 137.000 - 0.000 3 3 1.0000 1.0000 0.001 1'' Rigid
(City and County of
San Francisco)
C No No Ar (CaAa) 137.000 - 0.000 2 2 1.1630 1.0000 0.001

Feed Line/Linear Appurtenances Section Areas

Tower
Section
Tower
Elevation
ft
Face AR

ft2
AF

ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight

K
T1 343.000-341.875 A
B
C

0.000

0.120

0.000

0.000
T2 341.875-340.000 A
B
C

0.000

0.199

0.000

0.000
T3 340.000-320.000 A
B

0.000

2.125

5.268

0.000

0.003

0.031

ttnnxxTToowweerr
Job
US-CA-5177
Page
11 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Tower
Section
Tower
Elevation
ft
Face AR

ft2
AF

ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight

K
C 0.000 0.000 0.000 0.000 0.000
T4 320.000-300.000 A
B
C

0.000

2.125

6.020

0.000

0.003

0.036

0.000
T5 300.000-280.000 A
B
C

0.000

2.125

6.020

0.000

0.003

0.036

0.000
T6 280.000-260.000 A
B
C

0.000

2.125

6.020

0.000

0.003

0.036

0.000
T7 260.000-240.000 A
B
C

0.000

2.125

6.020

0.000

0.003

0.036

0.000
T8 240.000-220.000 A
B
C

0.000

2.125

6.020

0.000

0.003

0.036

0.000
T9 220.000-200.000 A
B
C

0.000

2.125

12.040

0.000

0.003

0.071

0.000
T10 200.000-180.000 A
B
C

0.000

2.125

12.040

0.000

0.003

0.071

0.000
T11 180.000-160.000 A
B
C

0.000

2.125

12.040

0.000

0.003

0.071

0.000
T12 160.000-140.000 A
B
C

0.000

2.125

12.040

0.000

0.003

0.071

0.000
T13 140.000-120.000 A
B
C

0.000

4.270

17.140

3.400

0.000

0.005

0.112

0.023
T14 120.000-100.000 A
B
C

0.000

4.325

18.040

4.000

0.000

0.005

0.119

0.027
T15 100.000-80.000 A
B
C

0.000

4.325

18.040

4.000

0.000

0.005

0.119

0.027
T16 80.000-60.000 A
B
C

0.000

4.325

18.040

4.000

0.000

0.005

0.119

0.027
T17 60.000-40.000 A
B
C

0.000

5.095

18.040

4.000

0.000

0.006

0.119

0.027
T18 40.000-20.000 A
B
C

0.000

8.901

19.048

4.000

0.000

0.009

0.129

0.027
T19 20.000-10.000 A
B
C

0.000

5.897

9.860

2.000

0.000

0.007

0.068

0.013
T20 10.000-0.000 A
B
C

0.000

2.517

5.744

2.000

0.000

0.003

0.042

0.013

Feed Line Center of Pressure

Section Elevation

ft
CPX

in
CPZ

in
CPX
Ice
in
CPZ
Ice
in
ttnnxxTToowweerr
Job
US-CA-5177
Page
12 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section Elevation
ft
CPX
in
CPZ
in
CPX
Ice
in
CPZ
Ice
in
T1 343.000-341.875 -0.5434 -0.3137 -0.5434 -0.3137
T2 341.875-340.000 -0.6503 -0.3754 -0.6503 -0.3754
T3 340.000-320.000 0.9663 -1.1769 0.9663 -1.1769
T4 320.000-300.000 1.1472 -1.2637 1.1472 -1.2637
T5 300.000-280.000 1.0785 -1.1880 1.0785 -1.1880
T6 280.000-260.000 1.0785 -1.1880 1.0785 -1.1880
T7 260.000-240.000 1.0448 -1.1509 1.0448 -1.1509
T8 240.000-220.000 1.0448 -1.1509 1.0448 -1.1509
T9 220.000-200.000 2.1224 -1.6787 2.1224 -1.6787
T10 200.000-180.000 2.1224 -1.6787 2.1224 -1.6787
T11 180.000-160.000 2.1224 -1.6787 2.1224 -1.6787
T12 160.000-140.000 2.1224 -1.6787 2.1224 -1.6787
T13 140.000-120.000 1.8501 -1.4881 1.8501 -1.4881
T14 120.000-100.000 1.8884 -1.4629 1.8884 -1.4629
T15 100.000-80.000 1.8884 -1.4629 1.8884 -1.4629
T16 80.000-60.000 1.8884 -1.4629 1.8884 -1.4629
T17 60.000-40.000 1.7584 -1.4986 1.7584 -1.4986
T18 40.000-20.000 1.2673 -1.6976 1.2673 -1.6976
T19 20.000-10.000 0.9415 -1.8155 0.9415 -1.8155
T20 10.000-0.000 1.2882 -1.0253 1.2882 -1.0253
Shielding Factor Ka
Tower
Section
Feed Line
Record No.

Description Feed Line
Segment Elev.

Ka
No Ice
Ka
Ice
T1 8 1 1/16" OD 341.88 -
343.00

0.6000 0.6000
T2 8 1 1/16" OD 340.00 -
341.88

0.6000 0.6000
T3 8 1 1/16" OD 320.00 -
340.00

0.6000 0.6000
T3 10 3" Coax 320.00 -
337.50

0.6000 0.6000
T4 8 1 1/16" OD 300.00 -
320.00

0.6000 0.6000
T4 10 3" Coax 300.00 -
320.00

0.6000 0.6000
T5 8 1 1/16" OD 280.00 -
300.00

0.6000 0.6000
T5 10 3" Coax 280.00 -
300.00

0.6000 0.6000
T6 8 1 1/16" OD 260.00 -
280.00

0.6000 0.6000
T6 10 3" Coax 260.00 -
280.00

0.6000 0.6000
T7 8 1 1/16" OD 240.00 -
260.00

0.6000 0.6000
T7 10 3" Coax 240.00 -
260.00

0.6000 0.6000
T8 8 1 1/16" OD 220.00 -
240.00

0.6000 0.6000
T8 10 3" Coax 220.00 -
240.00

0.6000 0.6000
T9 8 1 1/16" OD 200.00 -
220.00

0.6000 0.6000
ttnnxxTToowweerr
Job
US-CA-5177
Page
13 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Tower
Section
Feed Line
Record No.

Description Feed Line
Segment Elev.

Ka
No Ice
Ka
Ice
T9 9 3" Coax 200.00 -
220.00

0.6000 0.6000
T9 10 3" Coax 200.00 -
220.00

0.6000 0.6000
T10 8 1 1/16" OD 180.00 -
200.00

0.6000 0.6000
T10 9 3" Coax 180.00 -
200.00

0.6000 0.6000
T10 10 3" Coax 180.00 -
200.00

0.6000 0.6000
T11 8 1 1/16" OD 160.00 -
180.00

0.6000 0.6000
T11 9 3" Coax 160.00 -
180.00

0.6000 0.6000
T11 10 3" Coax 160.00 -
180.00

0.6000 0.6000
T12 8 1 1/16" OD 140.00 -
160.00

0.6000 0.6000
T12 9 3" Coax 140.00 -
160.00

0.6000 0.6000
T12 10 3" Coax 140.00 -
160.00

0.6000 0.6000
T13 7 7/8" Coax 120.00 -
139.50

0.6000 0.6000
T13 8 1 1/16" OD 120.00 -
140.00

0.6000 0.6000
T13 9 3" Coax 120.00 -
140.00

0.6000 0.6000
T13 10 3" Coax 120.00 -
140.00

0.6000 0.6000
T13 11 1" Heliax 120.00 -
137.00

0.6000 0.6000
T13 12 1" Rigid 120.00 -
137.00

0.6000 0.6000
T14 7 7/8" Coax 100.00 -
120.00

0.6000 0.6000
T14 8 1 1/16" OD 100.00 -
120.00

0.6000 0.6000
T14 9 3" Coax 100.00 -
120.00

0.6000 0.6000
T14 10 3" Coax 100.00 -
120.00

0.6000 0.6000
T14 11 1" Heliax 100.00 -
120.00

0.6000 0.6000
T14 12 1" Rigid 100.00 -
120.00

0.6000 0.6000
T15 7 7/8" Coax 80.00 - 100.00 0.6000 0.6000
T15 8 1 1/16" OD 80.00 - 100.00 0.6000 0.6000
T15 9 3" Coax 80.00 - 100.00 0.6000 0.6000
T15 10 3" Coax 80.00 - 100.00 0.6000 0.6000
T15 11 1" Heliax 80.00 - 100.00 0.6000 0.6000
T15 12 1" Rigid 80.00 - 100.00 0.6000 0.6000
T16 7 7/8" Coax 60.00 - 80.00 0.6000 0.6000
T16 8 1 1/16" OD 60.00 - 80.00 0.6000 0.6000
T16 9 3" Coax 60.00 - 80.00 0.6000 0.6000
T16 10 3" Coax 60.00 - 80.00 0.6000 0.6000
T16 11 1" Heliax 60.00 - 80.00 0.6000 0.6000
T16 12 1" Rigid 60.00 - 80.00 0.6000 0.6000
T17 6 7/8" Coax 40.00 - 47.00 0.6000 0.6000
T17 7 7/8" Coax 40.00 - 60.00 0.6000 0.6000
T17 8 1 1/16" OD 40.00 - 60.00 0.6000 0.6000
T17 9 3" Coax 40.00 - 60.00 0.6000 0.6000

ttnnxxTToowweerr
Job
US-CA-5177
Page
14 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Tower
Section
Feed Line
Record No.

Description Feed Line
Segment Elev.

Ka
No Ice
Ka
Ice
T17 10 3" Coax 40.00 - 60.00 0.6000 0.6000
T17 11 1" Heliax 40.00 - 60.00 0.6000 0.6000
T17 12 1" Rigid 40.00 - 60.00 0.6000 0.6000
T18 3 7/8" Coax 20.00 - 25.60 0.6000 0.6000
T18 4 1/4" OD 20.00 - 32.00 0.6000 0.6000
T18 5 7/8" Coax 20.00 - 36.00 0.6000 0.6000
T18 6 7/8" Coax 20.00 - 40.00 0.6000 0.6000
T18 7 7/8" Coax 20.00 - 40.00 0.6000 0.6000
T18 8 1 1/16" OD 20.00 - 40.00 0.6000 0.6000
T18 9 3" Coax 20.00 - 40.00 0.6000 0.6000
T18 10 3" Coax 20.00 - 40.00 0.6000 0.6000
T18 11 1" Heliax 20.00 - 40.00 0.6000 0.6000
T18 12 1" Rigid 20.00 - 40.00 0.6000 0.6000
T19 1 1/2" Coax 10.00 - 13.50 0.6000 0.6000
T19 2 1/4" Coax 10.00 - 19.25 0.6000 0.6000
T19 3 7/8" Coax 10.00 - 20.00 0.6000 0.6000
T19 4 1/4" OD 10.00 - 20.00 0.6000 0.6000
T19 5 7/8" Coax 10.00 - 20.00 0.6000 0.6000
T19 6 7/8" Coax 10.00 - 20.00 0.6000 0.6000
T19 7 7/8" Coax 10.00 - 20.00 0.6000 0.6000
T19 8 1 1/16" OD 10.00 - 20.00 0.6000 0.6000
T19 9 3" Coax 10.00 - 20.00 0.6000 0.6000
T19 10 3" Coax 10.00 - 20.00 0.6000 0.6000
T19 11 1" Heliax 10.00 - 20.00 0.6000 0.6000
T19 12 1" Rigid 10.00 - 20.00 0.6000 0.6000
T20 1 1/2" Coax 6.00 - 10.00 0.6000 0.6000
T20 2 1/4" Coax 6.00 - 10.00 0.6000 0.6000
T20 3 7/8" Coax 6.00 - 10.00 0.6000 0.6000
T20 4 1/4" OD 6.00 - 10.00 0.6000 0.6000
T20 5 7/8" Coax 6.00 - 10.00 0.6000 0.6000
T20 6 7/8" Coax 6.00 - 10.00 0.6000 0.6000
T20 7 7/8" Coax 6.00 - 10.00 0.6000 0.6000
T20 8 1 1/16" OD 6.00 - 10.00 0.6000 0.6000
T20 9 3" Coax 6.00 - 10.00 0.6000 0.6000
T20 10 3" Coax 6.00 - 10.00 0.6000 0.6000
T20 11 1" Heliax 0.00 - 10.00 0.6000 0.6000
T20 12 1" Rigid 0.00 - 10.00 0.6000 0.6000

Discrete Tower Loads

Description Face
or
Leg
Offset
Type
Offsets:

Horz
Lateral
Vert
ft
ft
ft
Azimuth
Adjustment

°
Placement

ft
CAAA
Front

ft2
CAAA
Side

ft2
Weight

K
3' Yagi(.03k,2.08CAAA)
(A3)
A None 0.0000 25.500 No Ice 2.080 2.080 0.030
12X12X3 ODU
(A2)
A None 0.0000 19.250 No Ice 1.200 0.407 0.003
Junction Box
(A2)
A None 0.0000 19.250 No Ice 0.450 0.200 0.020
3' Yagi(.03k,2.08CAAA)
(A5)
A None 0.0000 36.000 No Ice 2.080 2.080 0.030

ttnnxxTToowweerr
Job
US-CA-5177
Page
15 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Description Face
or
Leg
Offset
Type
Offsets:

Horz
Lateral
Vert
ft
ft
ft
Azimuth
Adjustment

°
Placement

ft
CAAA
Front

ft2
CAAA
Side

ft2
Weight

K
15'X2.5'' Omni
(A7)
A From Leg 3.000

0.000

7.500

0.0000 139.500 No Ice 4.500 4.500 0.030
3' Stand-off
(A7)
A From Leg 1.000

0.000

0.0000 139.500 No Ice 0.500 0.500 0.010
Side Light
(A8)
A From Leg 1.000

0.000

0.0000 171.500 No Ice 0.400 0.400 0.010
Side Light
(A8)
B From Leg 1.000

0.000

0.0000 171.500 No Ice 0.400 0.400 0.010
Side Light
(A8)
C From Leg 1.000

0.000

0.0000 171.500 No Ice 0.400 0.400 0.010
4-Bay FM Antenna (w/o
Radomes)
(A9)
B From Leg 0.500

0.000

0.0000 220.000 -
190.500
No Ice 15.000 15.000 0.250
6-Bay FM antenna w/o
Radomes
(A10)
B From Leg 0.500

0.000

0.0000 337.500 -
290.000
No Ice 25.000 25.000 1.070
Strobe Light
(A11)
C None 0.0000 343.000 No Ice 5.600 1.400 0.050
45'' x 5/8'' Lightning Rod
(A12)
A None 0.0000 343.000 No Ice 2.500 2.500 0.025
********************
Omni/Whip 205''x3''
(City and County of San
Francisco)
B From Leg 3.000

0.000

17.000

0.0000 120.000 No Ice 5.125 5.125 0.049
Omni/Whip 205''x3''
(City and County of San
Francisco)
C From Leg 3.000

0.000

17.000

0.0000 120.000 No Ice 5.125 5.125 0.049
60'''x10.4''x6'' Panel
(City and County of San
Francisco)
C From Leg 3.000

0.000

0.0000 100.000 No Ice 6.556 3.750 0.030
Pipe Mount 3'x4.5''
(City and County of San
Francisco)
B From Leg 1.000

0.000

0.0000 16.000 No Ice 0.879 0.879 0.032
Pipe Mount 3'x4.5''
(City and County of San
Francisco)
A From Leg 1.000

0.000

0.0000 22.000 No Ice 0.866 0.866 0.032
Pipe Mount 3'x4.5''
(City and County of San
Francisco)
B From Leg 1.000

0.000

0.0000 120.000 No Ice 0.808 0.808 0.032
Pipe Mount 3'x4.5''
(City and County of San
Francisco)
C From Leg 1.000

0.000

0.0000 120.000 No Ice 0.808 0.808 0.032
Pipe Mount 3'x4.5''
(City and County of San
Francisco)
C From Leg 1.000

0.000

0.0000 100.000 No Ice 0.813 0.813 0.032

ttnnxxTToowweerr
Job
US-CA-5177
Page
16 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Dishes
Description Face
or
Leg
Dish
Type
Offset
Type
Offsets:

Horz
Lateral
Vert
ft
Azimuth
Adjustment
°
3 dB
Beam
Width
°
Elevation
ft
Outside
Diameter
ft
Aperture
Area
ft2
Weight
K
6'*3' Paraflector
(A1)
Grid None 0.0000 13.500 6.000 No Ice 28.270 0.030
2' Dish
(A2)
Paraboloid
w/Shroud (HP)
None 0.0000 19.250 2.000 No Ice 6.250 0.030
8'' Dish
(A4)
Paraboloid w/o
Radome
None 0.0000 32.000 2.000 No Ice 3.140 0.030
6' Grid Dish
(A6)
Grid None 0.0000 47.000 6.000 No Ice 11.480 0.250
***************
RFS SC3-W100B
Microwave Dish
(City and County of
San Francisco)
A Grid From
Leg

2.000

0.000

0.0000 22.000 3.280 No Ice 8.450 0.040
RFS SC3-W100B
Microwave Dish
(City and County of
San Francisco)
B Grid From
Leg

2.000

0.000

0.0000 16.000 3.280 No Ice 8.450 0.040
Force Totals (Does not include forces on guys)
Load
Case
Vertical
Forces
K
Sum of
Forces
X
K
Sum of
Forces
Z
K
Sum of Torques
kip-ft
Leg Weight 6.647
Bracing Weight 5.860
Total Member Self-Weight 12.507
Guy Weight 1.652
Total Weight 17.995
Wind 0 deg - No Ice 0.029 -19.604 3.858
Wind 30 deg - No Ice 9.905 -17.077 3.310
Wind 60 deg - No Ice 17.097 -9.872 1.967
Wind 90 deg - No Ice 19.541 -0.041 -0.006
Wind 120 deg - No Ice 16.972 9.766 -1.891
Wind 150 deg - No Ice 9.638 16.682 -3.192
Wind 180 deg - No Ice -0.023 19.593 -3.854
Wind 210 deg - No Ice -9.892 17.084 -3.289
Wind 240 deg - No Ice -17.092 9.869 -1.967
Wind 270 deg - No Ice -19.541 0.025 -0.013
Wind 300 deg - No Ice -16.961 -9.767 1.887
Wind 330 deg - No Ice -9.627 -16.689 3.191
Total Weight 17.995
Wind 0 deg - Service 0.012 -8.166 1.604
Wind 30 deg - Service 4.126 -7.113 1.378
Wind 60 deg - Service 7.122 -4.112 0.822
Wind 90 deg - Service 8.140 -0.017 0.002
Wind 120 deg - Service 7.070 4.068 -0.782
Wind 150 deg - Service 4.015 6.949 -1.324
Wind 180 deg - Service -0.010 8.162 -1.602
Wind 210 deg - Service -4.121 7.116 -1.370
Wind 240 deg - Service -7.120 4.111 -0.822
Wind 270 deg - Service -8.140 0.010 -0.010
Wind 300 deg - Service -7.065 -4.068 0.780

ttnnxxTToowweerr
Job
US-CA-5177
Page
17 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Load
Case
Vertical
Forces

K
Sum of
Forces
X
K
Sum of
Forces
Z
K
Sum of Torques

kip-ft
Wind 330 deg - Service -4.010 -6.952 1.324

Load Combinations

Comb.

No.

Description
1 Dead Only
2 1.2 Dead+1.0 Wind 0 deg - No Ice+1.0 Guy
3 1.2 Dead+1.0 Wind 30 deg - No Ice+1.0 Guy
4 1.2 Dead+1.0 Wind 60 deg - No Ice+1.0 Guy
5 1.2 Dead+1.0 Wind 90 deg - No Ice+1.0 Guy
6 1.2 Dead+1.0 Wind 120 deg - No Ice+1.0 Guy
7 1.2 Dead+1.0 Wind 150 deg - No Ice+1.0 Guy
8 1.2 Dead+1.0 Wind 180 deg - No Ice+1.0 Guy
9 1.2 Dead+1.0 Wind 210 deg - No Ice+1.0 Guy
10 1.2 Dead+1.0 Wind 240 deg - No Ice+1.0 Guy
11 1.2 Dead+1.0 Wind 270 deg - No Ice+1.0 Guy
12 1.2 Dead+1.0 Wind 300 deg - No Ice+1.0 Guy
13 1.2 Dead+1.0 Wind 330 deg - No Ice+1.0 Guy
14 Dead+Wind 0 deg - Service+Guy
15 Dead+Wind 30 deg - Service+Guy
16 Dead+Wind 60 deg - Service+Guy
17 Dead+Wind 90 deg - Service+Guy
18 Dead+Wind 120 deg - Service+Guy
19 Dead+Wind 150 deg - Service+Guy
20 Dead+Wind 180 deg - Service+Guy
21 Dead+Wind 210 deg - Service+Guy
22 Dead+Wind 240 deg - Service+Guy
23 Dead+Wind 270 deg - Service+Guy
24 Dead+Wind 300 deg - Service+Guy
25 Dead+Wind 330 deg - Service+Guy

Maximum Member Forces

Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial

K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
T1 343 - 341.875 Leg Max Tension 3 0.071 -0.014 0.024
Max. Compression 12 -5.444 0.000 -0.011
Max. Mx 11 0.061 0.064 0.021
Max. My 7 -4.237 -0.016 -0.073
Max. Vy 11 0.809 0.064 0.021
Max. Vx 8 -0.929 -0.022 -0.073
Diagonal Max Tension 9 0.320 0.000 0.000
Max. Compression 3 -0.289 0.000 0.000
Max. Mx 13 0.293 0.001 0.000
Max. My 9 -0.095 0.000 0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 9 -0.000 0.000 0.000
Top Girt Max Tension 4 0.202 0.000 0.000
Max. Compression 10 -0.173 0.000 0.000
ttnnxxTToowweerr
Job
US-CA-5177
Page
18 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial
K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Mx 6 0.125 0.001 0.000
Max. My 2 -0.160 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 6 1.332 0.000 0.000
Max. Compression 1 0.000 0.000 0.000
Max. Mx 6 1.332 0.001 0.000
Max. My 2 0.668 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Guy A Bottom Tension 8 5.189
Top Tension 8 5.261
Top Cable Vert 8 4.395
Top Cable Norm 8 2.891
Top Cable Tan 8 0.002
Bot Cable Vert 8 -4.107
Bot Cable Norm 8 3.172
Bot Cable Tan 8 0.002
Guy B Bottom Tension 12 6.171
Top Tension 12 6.242
Top Cable Vert 12 5.559
Top Cable Norm 12 2.839
Top Cable Tan 12 0.002
Bot Cable Vert 12 -5.296
Bot Cable Norm 12 3.167
Bot Cable Tan 12 0.002
Guy C Bottom Tension 4 5.058
Top Tension 4 5.125
Top Cable Vert 4 4.188
Top Cable Norm 4 2.954
Top Cable Tan 4 0.004
Bot Cable Vert 4 -3.912
Bot Cable Norm 4 3.206
Bot Cable Tan 4 0.004
T2 341.875 - 340 Leg Max Tension 10 0.373 0.087 -0.030
Max. Compression 12 -6.544 0.008 0.004
Max. Mx 4 -4.456 -0.107 0.033
Max. My 2 -4.236 -0.012 0.117
Max. Vy 11 0.808 -0.003 0.000
Max. Vx 8 -0.928 -0.004 0.004
Diagonal Max Tension 7 1.416 0.000 0.000
Max. Compression 13 -1.357 0.000 0.000
Max. Mx 13 -1.355 0.001 0.000
Max. My 3 -1.085 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 3 0.000 0.000 0.000
Top Girt Max Tension 13 0.593 0.000 0.000
Max. Compression 8 -0.202 0.000 0.000
Max. Mx 6 0.168 0.001 0.000
Max. My 2 0.578 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 4 0.611 0.000 0.000
Max. Compression 7 -0.599 0.000 0.000
Max. Mx 6 0.132 0.001 0.000
Max. My 2 0.380 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T3 340 - 320 Leg Max Tension 2 5.895 0.006 0.001
Max. Compression 12 -12.524 -0.009 -0.008
Max. Mx 5 -5.033 0.091 0.004
ttnnxxTToowweerr
Job
US-CA-5177
Page
19 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial
K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. My 8 -1.436 -0.012 0.106
Max. Vy 5 -0.396 -0.008 0.004
Max. Vx 2 0.447 0.002 0.006
Diagonal Max Tension 7 1.324 0.000 0.000
Max. Compression 13 -1.241 0.000 0.000
Max. Mx 11 0.139 0.001 0.000
Max. My 9 -0.017 0.000 0.000
Max. Vy 11 -0.002 0.000 0.000
Max. Vx 9 -0.000 0.000 0.000
Horizontal Max Tension 4 0.850 0.000 0.000
Max. Compression 7 -0.902 0.000 0.000
Max. Mx 6 0.061 0.001 0.000
Max. My 2 0.042 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 2 0.569 0.000 0.000
Max. Compression 8 -0.583 0.000 0.000
Max. Mx 6 -0.239 0.001 0.000
Max. My 2 0.569 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.083 0.000 0.000
Max. Compression 10 -0.081 0.000 0.000
Max. Mx 6 0.035 0.001 0.000
Max. My 2 0.037 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T4 320 - 300 Leg Max Tension 10 5.961 -0.003 -0.002
Max. Compression 12 -12.495 0.012 -0.005
Max. Mx 10 -4.732 -0.089 0.052
Max. My 2 -4.620 0.020 -0.100
Max. Vy 10 -0.539 0.045 -0.032
Max. Vx 2 -0.563 -0.005 0.040
Diagonal Max Tension 8 1.599 0.000 0.000
Max. Compression 2 -1.634 0.000 0.000
Max. Mx 11 1.473 0.001 0.000
Max. My 9 0.702 0.000 0.000
Max. Vy 11 -0.002 0.000 0.000
Max. Vx 9 -0.000 0.000 0.000
Horizontal Max Tension 2 1.100 0.000 0.000
Max. Compression 10 -1.137 0.000 0.000
Max. Mx 6 0.026 0.001 0.000
Max. My 2 1.100 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 10 0.117 0.000 0.000
Max. Compression 3 -0.110 0.000 0.000
Max. Mx 6 -0.003 0.001 0.000
Max. My 2 -0.100 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 2 0.681 0.000 0.000
Max. Compression 8 -0.661 0.000 0.000
Max. Mx 6 -0.212 0.001 0.000
Max. My 2 0.681 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T5 300 - 280 Leg Max Tension 4 7.003 0.002 0.006
Max. Compression 6 -15.977 -0.012 -0.003
Max. Mx 10 -4.752 0.180 -0.116
Max. My 2 -4.639 -0.031 0.182

ttnnxxTToowweerr
Job
US-CA-5177
Page
20 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial

K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Vy 10 -0.542 0.180 -0.116
Max. Vx 2 -0.569 -0.031 0.182
Diagonal Max Tension 8 2.244 0.000 0.000
Max. Compression 2 -2.211 0.000 0.000
Max. Mx 13 1.720 0.001 0.000
Max. My 2 0.797 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 3 2.901 0.000 0.000
Max. Compression 8 -1.716 0.000 0.000
Max. Mx 6 2.242 0.001 0.000
Max. My 2 -1.353 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 8 0.803 0.000 0.000
Max. Compression 2 -0.814 0.000 0.000
Max. Mx 6 0.267 0.001 0.000
Max. My 2 -0.814 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.411 0.000 0.000
Max. Compression 9 -0.365 0.000 0.000
Max. Mx 6 0.111 0.001 0.000
Max. My 2 0.092 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Guy A Bottom Tension 8 6.554
Top Tension 8 6.634
Top Cable Vert 8 5.188
Top Cable Norm 8 4.135
Top Cable Tan 8 0.003
Bot Cable Vert 8 -4.877
Bot Cable Norm 8 4.378
Bot Cable Tan 8 0.003
Guy B Bottom Tension 12 7.878
Top Tension 12 7.959
Top Cable Vert 12 6.771
Top Cable Norm 12 4.183
Top Cable Tan 12 0.002
Bot Cable Vert 12 -6.482
Bot Cable Norm 12 4.478
Bot Cable Tan 12 0.002
Guy C Bottom Tension 4 6.357
Top Tension 4 6.431
Top Cable Vert 4 4.863
Top Cable Norm 4 4.208
Top Cable Tan 4 0.004
Bot Cable Vert 4 -4.569
Bot Cable Norm 4 4.419
Bot Cable Tan 4 0.004
T6 280 - 260 Leg Max Tension 8 1.165 -0.050 0.019
Max. Compression 10 -15.120 -0.024 -0.016
Max. Mx 2 -14.402 -0.073 -0.021
Max. My 9 -11.969 0.018 0.096
Max. Vy 4 -0.319 -0.019 0.000
Max. Vx 9 -0.357 0.011 0.007
Diagonal Max Tension 3 1.045 0.000 0.000
Max. Compression 9 -1.061 0.000 0.000
Max. Mx 13 0.043 0.001 0.000
Max. My 2 0.478 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
ttnnxxTToowweerr
Job
US-CA-5177
Page
21 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial
K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 9 0.722 0.000 0.000
Max. Compression 3 -0.722 0.000 0.000
Max. Mx 6 -0.012 0.001 0.000
Max. My 2 -0.306 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 9 0.358 0.000 0.000
Max. Compression 3 -0.379 0.000 0.000
Max. Mx 6 -0.083 0.001 0.000
Max. My 2 -0.101 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.358 0.000 0.000
Max. Compression 9 -0.317 0.000 0.000
Max. Mx 6 -0.039 0.001 0.000
Max. My 2 0.350 0.000 0.000
Max. Vy 6 -0.001 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T7 260 - 240 Leg Max Tension 12 7.381 -0.059 -0.047
Max. Compression 10 -22.621 0.024 0.017
Max. Mx 13 -19.861 -0.106 -0.066
Max. My 2 -0.090 0.023 -0.118
Max. Vy 10 -0.443 0.026 -0.013
Max. Vx 2 -0.472 0.003 -0.000
Diagonal Max Tension 8 1.426 0.000 0.000
Max. Compression 2 -1.554 0.000 0.000
Max. Mx 13 0.777 0.001 0.000
Max. My 2 0.579 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 2 1.037 0.000 0.000
Max. Compression 10 -0.990 0.000 0.000
Max. Mx 6 0.029 0.001 0.000
Max. My 2 -0.714 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 9 0.369 0.000 0.000
Max. Compression 3 -0.378 0.000 0.000
Max. Mx 6 0.071 0.001 0.000
Max. My 2 -0.375 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 2 0.639 0.000 0.000
Max. Compression 8 -0.567 0.000 0.000
Max. Mx 6 -0.185 0.001 0.000
Max. My 2 0.639 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T8 240 - 220 Leg Max Tension 12 8.818 -0.018 -0.005
Max. Compression 2 -24.525 0.005 0.036
Max. Mx 10 -0.038 0.137 -0.076
Max. My 2 -10.499 0.009 0.158
Max. Vy 5 -0.459 -0.105 -0.032
Max. Vx 2 0.550 0.009 0.158
Diagonal Max Tension 3 1.750 0.000 0.000
Max. Compression 9 -1.756 0.000 0.000
Max. Mx 13 1.459 0.001 0.000
Max. My 2 0.641 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000

ttnnxxTToowweerr
Job
US-CA-5177
Page
22 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial

K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Horizontal Max Tension 10 2.424 0.000 0.000
Max. Compression 3 -1.348 0.000 0.000
Max. Mx 9 -0.370 0.001 0.000
Max. My 2 -1.081 0.000 0.000
Max. Vy 9 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 8 0.609 0.000 0.000
Max. Compression 2 -0.644 0.000 0.000
Max. Mx 6 0.214 0.001 0.000
Max. My 2 -0.644 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.600 0.000 0.000
Max. Compression 10 -0.584 0.000 0.000
Max. Mx 6 0.257 0.001 0.000
Max. My 2 -0.370 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Guy A Bottom Tension 8 6.165
Top Tension 8 6.233
Top Cable Vert 8 4.499
Top Cable Norm 8 4.313
Top Cable Tan 8 0.002
Bot Cable Vert 8 -4.233
Bot Cable Norm 8 4.481
Bot Cable Tan 8 0.002
Guy B Bottom Tension 12 7.291
Top Tension 12 7.360
Top Cable Vert 12 5.916
Top Cable Norm 12 4.378
Top Cable Tan 12 0.002
Bot Cable Vert 12 -5.663
Bot Cable Norm 12 4.593
Bot Cable Tan 12 0.002
Guy C Bottom Tension 4 5.908
Top Tension 4 5.970
Top Cable Vert 4 4.102
Top Cable Norm 4 4.337
Top Cable Tan 4 0.003
Bot Cable Vert 4 -3.855
Bot Cable Norm 4 4.477
Bot Cable Tan 4 0.003
T9 220 - 200 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 9 -18.370 0.057 0.020
Max. Mx 5 -7.960 0.123 -0.002
Max. My 9 -9.854 -0.041 0.151
Max. Vy 5 -0.456 0.010 -0.017
Max. Vx 2 0.549 0.013 0.021
Diagonal Max Tension 3 1.572 0.000 0.000
Max. Compression 9 -1.654 0.000 0.000
Max. Mx 11 0.279 0.001 0.000
Max. My 2 0.225 0.000 -0.000
Max. Vy 11 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 9 1.128 0.000 0.000
Max. Compression 3 -1.098 0.000 0.000
Max. Mx 9 -0.289 0.001 0.000
Max. My 2 0.607 0.000 0.000
Max. Vy 3 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 10 0.582 0.000 0.000

ttnnxxTToowweerr
Job
US-CA-5177
Page
23 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial

K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Compression 3 -0.551 0.000 0.000
Max. Mx 6 -0.207 0.001 0.000
Max. My 2 0.349 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.390 0.000 0.000
Max. Compression 9 -0.355 0.000 0.000
Max. Mx 6 -0.042 0.001 0.000
Max. My 2 0.346 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T10 200 - 180 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 9 -17.764 -0.114 -0.018
Max. Mx 13 -10.786 -0.161 -0.100
Max. My 2 -10.493 0.072 -0.194
Max. Vy 10 -0.575 0.014 -0.020
Max. Vx 2 -0.702 0.011 -0.019
Diagonal Max Tension 8 2.299 0.000 0.000
Max. Compression 2 -2.323 0.000 0.000
Max. Mx 11 1.431 0.001 0.000
Max. My 2 0.946 0.000 -0.000
Max. Vy 11 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 2 1.557 0.000 0.000
Max. Compression 8 -1.577 0.000 0.000
Max. Mx 6 0.176 0.001 0.000
Max. My 2 -0.835 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 9 0.445 0.000 0.000
Max. Compression 3 -0.420 0.000 0.000
Max. Mx 6 0.103 0.001 0.000
Max. My 2 -0.395 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 2 0.926 0.000 0.000
Max. Compression 8 -0.912 0.000 0.000
Max. Mx 6 -0.312 0.001 0.000
Max. My 2 0.926 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T11 180 - 160 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 9 -18.559 0.085 -0.023
Max. Mx 10 -10.159 0.158 -0.122
Max. My 8 -9.848 0.082 -0.192
Max. Vy 4 0.577 -0.136 0.094
Max. Vx 2 -0.707 -0.050 0.157
Diagonal Max Tension 2 2.329 0.000 0.000
Max. Compression 8 -2.428 0.000 0.000
Max. Mx 13 2.162 0.001 0.000
Max. My 2 1.342 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 9 2.494 0.000 0.000
Max. Compression 2 -1.663 0.000 0.000
Max. Mx 6 0.243 0.001 0.000
Max. My 2 -1.663 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 8 0.970 0.000 0.000
Max. Compression 2 -0.936 0.000 0.000
ttnnxxTToowweerr
Job
US-CA-5177
Page
24 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial
K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Mx 6 0.361 0.001 0.000
Max. My 2 -0.936 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.699 0.000 0.000
Max. Compression 9 -0.600 0.000 0.000
Max. Mx 6 -0.017 0.001 0.000
Max. My 2 0.297 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Guy A Bottom Tension 8 4.833
Top Tension 8 4.871
Top Cable Vert 8 3.289
Top Cable Norm 8 3.594
Top Cable Tan 8 0.002
Bot Cable Vert 8 -3.131
Bot Cable Norm 8 3.682
Bot Cable Tan 8 0.002
Guy B Bottom Tension 12 5.335
Top Tension 12 5.373
Top Cable Vert 12 3.970
Top Cable Norm 12 3.621
Top Cable Tan 12 0.000
Bot Cable Vert 12 -3.817
Bot Cable Norm 12 3.728
Bot Cable Tan 12 0.000
Guy C Bottom Tension 4 4.670
Top Tension 4 4.703
Top Cable Vert 4 2.868
Top Cable Norm 4 3.727
Top Cable Tan 4 0.002
Bot Cable Vert 4 -2.727
Bot Cable Norm 4 3.791
Bot Cable Tan 4 0.002
T12 160 - 140 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 9 -20.272 0.001 0.003
Max. Mx 9 -17.372 -0.147 0.025
Max. My 8 -9.022 0.043 0.171
Max. Vy 3 -0.522 -0.024 -0.000
Max. Vx 8 -0.580 0.010 0.026
Diagonal Max Tension 3 1.740 0.000 0.000
Max. Compression 2 -1.741 0.000 0.000
Max. Mx 11 0.431 0.001 0.000
Max. My 2 1.172 0.000 -0.000
Max. Vy 11 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 2 1.192 0.000 0.000
Max. Compression 3 -1.212 0.000 0.000
Max. Mx 8 -0.956 0.001 0.000
Max. My 2 -0.728 0.000 0.000
Max. Vy 8 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 9 0.600 0.000 0.000
Max. Compression 3 -0.641 0.000 0.000
Max. Mx 6 0.071 0.001 0.000
Max. My 2 -0.307 0.000 0.000
Max. Vy 6 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 2 0.624 0.000 0.000
Max. Compression 8 -0.557 0.000 0.000
Max. Mx 8 -0.395 0.001 0.000

ttnnxxTToowweerr
Job
US-CA-5177
Page
25 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial

K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. My 2 0.624 0.000 0.000
Max. Vy 8 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T13 140 - 120 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 10 -25.672 0.001 0.020
Max. Mx 13 -24.707 -0.245 -0.177
Max. My 2 -6.393 0.090 -0.240
Max. Vy 6 0.902 -0.063 -0.006
Max. Vx 2 -0.822 0.013 -0.035
Diagonal Max Tension 7 3.096 0.000 0.000
Max. Compression 13 -3.252 0.000 0.000
Max. Mx 13 2.056 0.002 0.000
Max. My 2 1.378 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 13 2.249 0.000 0.000
Max. Compression 7 -2.201 0.000 0.000
Max. Mx 12 0.849 0.001 0.000
Max. My 2 -1.468 0.000 0.000
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Top Girt Max Tension 8 0.751 0.000 0.000
Max. Compression 2 -0.741 0.000 0.000
Max. Mx 8 0.415 0.001 0.000
Max. My 2 -0.741 0.000 0.000
Max. Vy 8 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 2 1.130 0.000 0.000
Max. Compression 8 -1.016 0.000 0.000
Max. Mx 12 0.700 0.001 0.000
Max. My 2 1.130 0.000 0.000
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T14 120 - 100 Leg Max Tension 12 5.037 0.068 0.103
Max. Compression 2 -35.407 0.076 0.082
Max. Mx 6 -5.454 -0.261 -0.155
Max. My 8 -18.211 0.108 -0.255
Max. Vy 10 -0.919 0.237 -0.118
Max. Vx 2 -0.956 0.115 0.232
Diagonal Max Tension 2 3.355 0.000 0.000
Max. Compression 8 -3.401 0.000 0.000
Max. Mx 13 3.264 0.002 0.000
Max. My 2 1.470 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 8 3.813 0.000 0.000
Max. Compression 2 -2.481 0.000 0.000
Max. Mx 12 0.288 0.001 0.000
Max. My 9 -0.573 0.000 -0.000
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 9 0.000 0.000 0.000
Top Girt Max Tension 8 1.280 0.000 0.000
Max. Compression 2 -1.252 0.000 0.000
Max. Mx 12 -0.550 0.001 0.000
Max. My 2 -1.252 0.000 0.000
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.534 0.000 0.000
Max. Compression 9 -0.381 0.000 0.000
Max. Mx 12 0.023 0.001 0.000
Max. My 2 -0.019 0.000 0.000
ttnnxxTToowweerr
Job
US-CA-5177
Page
26 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial
K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Guy A Bottom Tension 8 4.091
Top Tension 8 4.117
Top Cable Vert 8 2.178
Top Cable Norm 8 3.494
Top Cable Tan 8 0.001
Bot Cable Vert 8 -2.071
Bot Cable Norm 8 3.528
Bot Cable Tan 8 0.002
Guy B Bottom Tension 12 4.288
Top Tension 12 4.314
Top Cable Vert 12 2.587
Top Cable Norm 12 3.452
Top Cable Tan 12 0.001
Bot Cable Vert 12 -2.482
Bot Cable Norm 12 3.496
Bot Cable Tan 12 0.002
Guy C Bottom Tension 4 3.876
Top Tension 4 3.897
Top Cable Vert 4 1.704
Top Cable Norm 4 3.505
Top Cable Tan 4 0.000
Bot Cable Vert 4 -1.614
Bot Cable Norm 4 3.524
Bot Cable Tan 4 0.002
Torque Arm Top Max Tension 3 5.875 0.000 0.000
Max. Compression 1 0.000 0.000 0.000
Max. Mx 3 3.392 0.016 0.000
Max. My 9 5.022 0.000 0.000
Max. Vy 3 -0.021 0.000 0.000
Max. Vx 9 -0.000 0.000 0.000
Torque Arm Bottom Max Tension 3 1.230 0.000 0.000
Max. Compression 12 -6.919 0.000 0.000
Max. Mx 13 -2.496 0.018 0.000
Max. My 9 -0.121 0.000 0.000
Max. Vy 13 -0.021 0.000 0.000
Max. Vx 9 -0.000 0.000 0.000
T15 100 - 80 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 13 -26.210 -0.028 0.008
Max. Mx 2 -25.498 -0.091 -0.033
Max. My 9 -22.672 0.011 0.131
Max. Vy 12 0.370 0.007 -0.014
Max. Vx 2 0.486 0.009 0.024
Diagonal Max Tension 3 0.893 0.000 0.000
Max. Compression 9 -0.840 0.000 0.000
Max. Mx 13 -0.426 0.002 0.000
Max. My 2 0.181 0.000 -0.000
Max. Vy 13 -0.002 0.000 0.000
Max. Vx 2 0.000 0.000 0.000
Horizontal Max Tension 9 0.518 0.000 0.000
Max. Compression 3 -0.624 0.000 0.000
Max. Mx 12 -0.018 0.001 0.000
Max. My 9 0.116 0.000 -0.000
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 9 0.000 0.000 0.000
Top Girt Max Tension 10 0.271 0.000 0.000
Max. Compression 4 -0.310 0.000 0.000
Max. Mx 12 0.112 0.001 0.000
Max. My 2 0.114 0.000 0.000
Max. Vy 12 -0.002 0.000 0.000

ttnnxxTToowweerr
Job
US-CA-5177
Page
27 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial

K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 3 0.297 0.000 0.000
Max. Compression 9 -0.178 0.000 0.000
Max. Mx 12 0.125 0.001 0.000
Max. My 2 0.274 0.000 0.000
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T16 80 - 60 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 6 -35.742 0.007 -0.058
Max. Mx 5 -30.722 0.160 -0.052
Max. My 2 -8.044 0.046 -0.147
Max. Vy 5 0.608 0.008 -0.057
Max. Vx 2 -0.559 -0.056 0.023
Diagonal Max Tension 8 1.415 0.000 0.000
Max. Compression 2 -1.647 0.000 0.000
Max. Mx 9 0.140 0.002 0.000
Max. My 9 0.560 0.000 0.000
Max. Vy 9 -0.002 0.000 0.000
Max. Vx 9 -0.000 0.000 0.000
Horizontal Max Tension 4 1.091 0.000 0.000
Max. Compression 8 -0.977 0.000 0.000
Max. Mx 10 -0.059 0.001 0.000
Max. My 9 0.115 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 9 0.000 0.000 0.000
Top Girt Max Tension 9 0.268 0.000 0.000
Max. Compression 3 -0.274 0.000 0.000
Max. Mx 12 -0.088 0.001 0.000
Max. My 2 -0.253 0.000 0.000
Max. Vy 12 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 2 0.602 0.000 0.000
Max. Compression 8 -0.524 0.000 0.000
Max. Mx 10 -0.221 0.001 0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
T17 60 - 40 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 6 -36.348 -0.053 0.017
Max. Mx 6 -20.252 -0.203 -0.102
Max. My 3 -25.343 -0.039 0.181
Max. Vy 5 0.612 -0.144 -0.061
Max. Vx 2 0.603 -0.010 0.147
Diagonal Max Tension 7 2.516 0.000 0.000
Max. Compression 13 -2.923 0.000 0.000
Max. Mx 9 0.769 0.002 0.000
Max. My 8 0.252 0.000 0.000
Max. Vy 9 -0.002 0.000 0.000
Max. Vx 8 -0.000 0.000 0.000
Horizontal Max Tension 8 3.132 0.000 0.000
Max. Compression 7 -1.931 0.000 0.000
Max. Mx 10 -0.003 0.001 0.000
Max. My 8 0.115 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
Top Girt Max Tension 8 0.558 0.000 0.000
Max. Compression 2 -0.453 0.000 0.000
Max. Mx 10 0.276 0.001 0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 2 -0.000 0.000 0.000
Bottom Girt Max Tension 8 0.670 0.000 0.000
Max. Compression 2 -0.591 0.000 0.000
ttnnxxTToowweerr
Job
US-CA-5177
Page
28 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial
K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Mx 10 0.286 0.001 0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 12 0.000 0.000 0.000
Guy A Bottom Tension 8 3.906
Top Tension 8 3.926
Top Cable Vert 8 1.299
Top Cable Norm 8 3.705
Top Cable Tan 8 0.000
Bot Cable Vert 8 -1.216
Bot Cable Norm 8 3.712
Bot Cable Tan 8 0.001
Guy B Bottom Tension 12 4.105
Top Tension 12 4.124
Top Cable Vert 12 1.605
Top Cable Norm 12 3.799
Top Cable Tan 12 0.000
Bot Cable Vert 12 -1.527
Bot Cable Norm 12 3.810
Bot Cable Tan 12 0.001
Guy C Bottom Tension 4 3.715
Top Tension 4 3.727
Top Cable Vert 4 0.807
Top Cable Norm 4 3.639
Top Cable Tan 4 0.000
Bot Cable Vert 4 -0.736
Bot Cable Norm 4 3.641
Bot Cable Tan 4 0.001
Torque Arm Top Max Tension 12 4.666 0.000 0.000
Max. Compression 6 -0.032 0.000 0.000
Max. Mx 4 1.672 0.016 0.000
Max. My 9 3.497 0.000 0.000
Max. Vy 4 -0.021 0.000 0.000
Max. Vx 9 -0.000 0.000 0.000
Torque Arm Bottom Max Tension 3 1.689 0.000 0.000
Max. Compression 12 -5.291 0.000 0.000
Max. Mx 9 -2.633 0.018 0.000
Max. My 8 -4.947 0.000 0.000
Max. Vy 9 -0.021 0.000 0.000
Max. Vx 8 -0.000 0.000 0.000
T18 40 - 20 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 12 -35.470 -0.013 -0.009
Max. Mx 12 -16.633 -0.182 -0.101
Max. My 9 -15.276 -0.063 0.167
Max. Vy 6 -0.606 -0.052 0.002
Max. Vx 2 0.599 -0.053 -0.003
Diagonal Max Tension 7 1.893 0.000 0.000
Max. Compression 13 -1.869 0.000 0.000
Max. Mx 3 0.079 0.002 0.000
Max. My 8 0.178 0.000 0.000
Max. Vy 3 -0.002 0.000 0.000
Max. Vx 8 -0.000 0.000 0.000
Horizontal Max Tension 13 1.241 0.000 0.000
Max. Compression 7 -1.357 0.000 0.000
Max. Mx 10 0.058 0.001 0.000
Max. My 8 0.023 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
Top Girt Max Tension 2 0.611 0.000 0.000
Max. Compression 7 -0.564 0.000 0.000
Max. Mx 10 -0.198 0.001 0.000
Max. Vy 10 -0.002 0.000 0.000

ttnnxxTToowweerr
Job
US-CA-5177
Page
29 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial

K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Max. Vx 12 0.000 0.000 0.000
Bottom Girt Max Tension 7 0.189 0.000 0.000
Max. Compression 2 -0.043 0.000 0.000
Max. Mx 10 0.149 0.001 0.000
Max. My 8 0.178 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
T19 20 - 10 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 12 -35.310 0.037 -0.055
Max. Mx 12 -30.696 0.182 0.017
Max. My 8 -29.236 0.042 -0.160
Max. Vy 12 -1.801 0.182 0.017
Max. Vx 8 2.041 0.042 -0.160
Diagonal Max Tension 7 1.180 0.000 0.000
Max. Compression 13 -1.365 0.000 0.000
Max. Mx 3 0.980 0.002 0.000
Max. My 8 0.005 0.000 0.000
Max. Vy 3 -0.002 0.000 0.000
Max. Vx 8 -0.000 0.000 0.000
Horizontal Max Tension 13 0.963 0.000 0.000
Max. Compression 7 -0.858 0.000 0.000
Max. Mx 10 -0.187 0.001 0.000
Max. My 8 0.143 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
Top Girt Max Tension 4 0.220 0.000 0.000
Max. Compression 10 -0.173 0.000 0.000
Max. Mx 10 -0.017 0.001 0.000
Max. My 8 -0.171 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
Bottom Girt Max Tension 12 1.081 0.000 0.000
Max. Compression 1 0.000 0.000 0.000
Max. Mx 10 0.870 0.001 0.000
Max. My 8 0.989 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
T20 10 - 0 Leg Max Tension 1 0.000 0.000 0.000
Max. Compression 12 -31.552 -0.036 -0.002
Max. Mx 12 -30.724 0.166 -0.076
Max. My 13 -14.031 -0.003 0.453
Max. Vy 13 1.546 0.157 -0.078
Max. Vx 2 -0.515 -0.004 0.443
Diagonal Max Tension 13 0.187 0.000 0.000
Max. Compression 13 -3.223 0.000 0.000
Max. Mx 3 -0.010 0.001 0.000
Max. My 12 0.094 0.000 -0.000
Max. Vy 3 -0.002 0.000 0.000
Max. Vx 12 0.000 0.000 0.000
Horizontal Max Tension 2 0.723 0.000 0.000
Max. Compression 13 -0.092 0.000 0.000
Max. Mx 10 0.070 0.001 0.000
Max. My 8 0.003 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
Top Girt Max Tension 11 0.921 0.000 0.000
Max. Compression 1 0.000 0.000 0.000
Max. Mx 10 0.881 0.001 0.000
Max. My 8 0.896 0.000 -0.000
Max. Vy 10 -0.002 0.000 0.000
Max. Vx 8 0.000 0.000 0.000
ttnnxxTToowweerr
Job
US-CA-5177
Page
30 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Condition Gov.

Load
Comb.

Axial
K
Major Axis
Moment
kip-ft
Minor Axis
Moment
kip-ft
Maximum Reactions
Location Condition Gov.

Load
Comb.

Vertical
K
Horizontal, X
K
Horizontal, Z
K
Mast Max. Vert 11 64.113 1.159 0.081
Max. Hx 11 64.113 1.159 0.081
Max. Hz 2 62.565 -0.000 1.171
Max. Mx 1 0.000 0.007 -0.005
Max. Mz 1 0.000 0.007 -0.005
Max. Torsion 8 -0.039 -0.041 -1.298
Min. Vert 1 35.824 0.007 -0.005
Min. Hx 5 57.686 -1.220 0.079
Min. Hz 8 58.210 -0.041 -1.298
Min. Mx 1 0.000 0.007 -0.005
Min. Mz 1 0.000 0.007 -0.005
Min. Torsion 13 -0.181 0.644 0.986
Guy C @ 219 ft
Elev 12 ft
Azimuth 240 deg
Max. Vert 10 -0.229 -0.709 0.410
Max. Hx 10 -0.229 -0.709 0.410
Max. Hz 4 -7.372 -15.577 8.997
Min. Vert 4 -7.372 -15.577 8.997
Min. Hx 4 -7.372 -15.577 8.997
Min. Hz 10 -0.229 -0.709 0.410
Guy B @ 179 ft
Elev -15 ft
Azimuth 120 deg
Max. Vert 6 -0.642 0.677 0.390
Max. Hx 12 -11.724 15.697 9.066
Max. Hz 12 -11.724 15.697 9.066
Min. Vert 12 -11.724 15.697 9.066
Min. Hx 6 -0.642 0.677 0.390
Min. Hz 6 -0.642 0.677 0.390
Guy A @ 214 ft
Elev -14 ft
Azimuth 0 deg
Max. Vert 2 -0.499 0.001 -0.914
Max. Hx 11 -4.955 0.646 -9.327
Max. Hz 2 -0.499 0.001 -0.914
Min. Vert 8 -9.519 0.000 -17.782
Min. Hx 5 -4.977 -0.642 -9.271
Min. Hz 8 -9.519 0.000 -17.782
Guy C @ 253 ft
Elev 8 ft
Azimuth 240 deg
Max. Vert 22 -1.061 -0.728 0.421
Max. Hx 22 -1.061 -0.728 0.421
Max. Hz 3 -11.867 -9.893 6.150
Min. Vert 4 -12.336 -10.476 6.061
Min. Hx 4 -12.336 -10.476 6.061
Min. Hz 22 -1.061 -0.728 0.421
Guy B @ 198 ft
Elev -20 ft
Azimuth 120 deg
Max. Vert 18 -2.165 1.069 0.617
Max. Hx 12 -17.441 10.596 6.124
Max. Hz 13 -17.038 10.113 6.312
Min. Vert 12 -17.441 10.596 6.124
Min. Hx 6 -2.577 0.973 0.561

ttnnxxTToowweerr
Job
US-CA-5177
Page
31 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Location Condition Gov.

Load
Comb.

Vertical
K
Horizontal, X
K
Horizontal, Z
K
Min. Hz 7 -3.142 1.498 0.498
Guy A @ 254 ft
Elev -16 ft
Azimuth 0 deg
Max. Vert 14 -1.298 0.001 -0.952
Max. Hx 11 -7.480 0.838 -6.483
Max. Hz 14 -1.298 0.001 -0.952
Min. Vert 8 -13.217 0.007 -12.031
Min. Hx 5 -7.935 -0.818 -6.867
Min. Hz 8 -13.217 0.007 -12.031

Tower Mast Reaction Summary

Load
Combination
Vertical

K
Shearx

K
Shearz

K
Overturning
Moment, Mx
kip-ft
Overturning
Moment, Mz
kip-ft
Torque

kip-ft
Dead Only 35.824 -0.007 0.005 0.000 0.000 0.065

1.2 Dead+1.0 Wind 0 deg - No
Ice+1.0 Guy

62.565 0.000 -1.171 0.000 0.000 0.177

1.2 Dead+1.0 Wind 30 deg - No
Ice+1.0 Guy

59.748 0.692 -1.007 0.000 0.000 0.146

1.2 Dead+1.0 Wind 60 deg - No
Ice+1.0 Guy

56.672 1.160 -0.636 0.000 0.000 0.106

1.2 Dead+1.0 Wind 90 deg - No
Ice+1.0 Guy

57.686 1.220 -0.079 0.000 0.000 0.067

1.2 Dead+1.0 Wind 120 deg -
No Ice+1.0 Guy

59.330 1.003 0.579 0.000 0.000 0.045

1.2 Dead+1.0 Wind 150 deg -
No Ice+1.0 Guy

58.765 0.538 1.073 0.000 0.000 0.040

1.2 Dead+1.0 Wind 180 deg -
No Ice+1.0 Guy

58.210 0.041 1.298 0.000 0.000 0.039

1.2 Dead+1.0 Wind 210 deg -
No Ice+1.0 Guy

61.516 -0.493 1.075 0.000 0.000 0.076

1.2 Dead+1.0 Wind 240 deg -
No Ice+1.0 Guy

64.055 -0.985 0.574 0.000 0.000 0.113

1.2 Dead+1.0 Wind 270 deg -
No Ice+1.0 Guy

64.113 -1.159 -0.081 0.000 0.000 0.151

1.2 Dead+1.0 Wind 300 deg -
No Ice+1.0 Guy

62.908 -1.088 -0.636 0.000 0.000 0.176

1.2 Dead+1.0 Wind 330 deg -
No Ice+1.0 Guy

63.462 -0.644 -0.986 0.000 0.000 0.181
Dead+Wind 0 deg -
Service+Guy

39.611 -0.006 -0.635 0.000 0.000 0.095
Dead+Wind 30 deg -
Service+Guy

39.978 0.297 -0.530 0.000 0.000 0.086
Dead+Wind 60 deg -
Service+Guy

40.351 0.518 -0.293 0.000 0.000 0.074
Dead+Wind 90 deg -
Service+Guy

39.781 0.601 0.014 0.000 0.000 0.058
Dead+Wind 120 deg -
Service+Guy

39.204 0.547 0.327 0.000 0.000 0.048
Dead+Wind 150 deg -
Service+Guy

40.082 0.307 0.521 0.000 0.000 0.047
Dead+Wind 180 deg -
Service+Guy

40.823 0.003 0.603 0.000 0.000 0.048
Dead+Wind 210 deg -
Service+Guy

40.441 -0.313 0.532 0.000 0.000 0.059
Dead+Wind 240 deg - 39.832 -0.549 0.323 0.000 0.000 0.071 ttnnxxTToowweerr
Job
US-CA-5177
Page
32 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Load
Combination
Vertical
K
Shearx
K
Shearz
K
Overturning
Moment, Mx
kip-ft
Overturning
Moment, Mz
kip-ft
Torque
kip-ft
Service+Guy
Dead+Wind 270 deg -
Service+Guy

41.613 -0.604 0.017 0.000 0.000 0.088
Dead+Wind 300 deg -
Service+Guy

42.556 -0.515 -0.292 0.000 0.000 0.101
Dead+Wind 330 deg -
Service+Guy

41.450 -0.293 -0.521 0.000 0.000 0.100
Solution Summary
Load
Comb.

Sum of Applied Forces Sum of Reactions
% Error PX
K
PY
K
PZ
K
PX
K
PY
K
PZ
K
1 0.000 -17.995 0.000 -0.000 17.995 0.001 0.006%
2 -0.186 -21.497 -24.679 0.185 21.497 24.671 0.022%
3 12.304 -21.182 -21.278 -12.306 21.182 21.272 0.019%
4 21.503 -20.882 -12.234 -21.505 20.882 12.230 0.013%
5 24.759 -21.232 0.092 -24.755 21.232 -0.088 0.018%
6 21.613 -21.573 12.512 -21.607 21.572 -12.508 0.020%
7 12.408 -21.314 21.257 -12.402 21.313 -21.255 0.019%
8 0.192 -21.031 24.668 -0.198 21.031 -24.668 0.016%
9 -12.292 -21.345 21.285 12.286 21.345 -21.283 0.020%
10 -21.498 -21.645 12.231 21.491 21.645 -12.228 0.023%
11 -24.759 -21.295 -0.108 24.754 21.295 0.113 0.022%
12 -21.601 -20.955 -12.513 21.602 20.955 12.521 0.025%
13 -12.396 -21.214 -21.264 12.396 21.214 21.256 0.023%
14 -0.078 -18.092 -10.278 0.077 18.092 10.277 0.008%
15 5.125 -17.961 -8.862 -5.125 17.961 8.861 0.008%
16 8.956 -17.836 -5.095 -8.956 17.836 5.094 0.007%
17 10.312 -17.982 0.038 -10.311 17.982 -0.037 0.007%
18 9.001 -18.124 5.211 -9.000 18.124 -5.210 0.007%
19 5.168 -18.016 8.853 -5.166 18.016 -8.853 0.008%
20 0.080 -17.898 10.274 -0.082 17.898 -10.274 0.009%
21 -5.120 -18.029 8.865 5.118 18.029 -8.865 0.008%
22 -8.954 -18.154 5.094 8.952 18.154 -5.093 0.007%
23 -10.312 -18.008 -0.045 10.310 18.008 0.047 0.010%
24 -8.996 -17.867 -5.211 8.995 17.867 5.215 0.017%
25 -5.163 -17.974 -8.856 5.163 17.974 8.854 0.012%
Non-Linear Convergence Results
Load
Combination
Converged? Number
of Cycles
Displacement
Tolerance
Force
Tolerance
1 Yes 17 0.00000001 0.00004039
2 Yes 68 0.00013968 0.00009944
3 Yes 68 0.00014337 0.00008464
4 Yes 59 0.00013997 0.00005177
5 Yes 59 0.00014562 0.00006468
6 Yes 57 0.00013662 0.00007531
7 Yes 58 0.00013674 0.00006472
8 Yes 62 0.00014207 0.00005340
9 Yes 73 0.00014021 0.00008392
10 Yes 73 0.00014391 0.00010108
ttnnxxTToowweerr
Job
US-CA-5177
Page
33 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
11 Yes 76 0.00014071 0.00009049
12 Yes 39 0.00014013 0.00009230
13 Yes 69 0.00014588 0.00009755
14 Yes 48 0.00013850 0.00004040
15 Yes 48 0.00014068 0.00003505
16 Yes 40 0.00013468 0.00003064
17 Yes 40 0.00014840 0.00003194
18 Yes 43 0.00014256 0.00003394
19 Yes 39 0.00013951 0.00003399
20 Yes 41 0.00013333 0.00003322
21 Yes 49 0.00013881 0.00003507
22 Yes 48 0.00014304 0.00004046
23 Yes 48 0.00013758 0.00004218
24 Yes 25 0.00014077 0.00004226
25 Yes 46 0.00014916 0.00004832
Maximum Tower Deflections - Service Wind
Section
No.

Elevation
ft
Horz.

Deflection
in
Gov.

Load
Comb.

Tilt
°
Twist
°
T1 343 - 341.875 15.050 24 0.1882 2.4134
T2 341.875 - 340 15.004 24 0.1883 2.4070
T3 340 - 320 14.935 24 0.1928 2.4217
T4 320 - 300 13.941 24 0.3003 2.4220
T5 300 - 280 12.424 24 0.3996 2.2982
T6 280 - 260 10.780 24 0.3568 2.0905
T7 260 - 240 9.398 24 0.3026 1.9142
T8 240 - 220 8.257 24 0.2242 1.7390
T9 220 - 200 7.515 24 0.1616 1.6195
T10 200 - 180 6.800 24 0.1925 1.4363
T11 180 - 160 5.915 24 0.2114 1.1543
T12 160 - 140 5.084 24 0.1992 0.8704
T13 140 - 120 4.192 24 0.2294 0.5588
T14 120 - 100 3.220 24 0.2151 0.3234
T15 100 - 80 2.492 24 0.1489 0.2327
T16 80 - 60 1.913 24 0.1296 0.1636
T17 60 - 40 1.461 20 0.0841 0.0914
T18 40 - 20 1.215 20 0.0696 0.1435
T19 20 - 10 0.792 20 0.1438 0.1730
T20 10 - 0 0.442 20 0.1816 0.1638
Critical Deflections and Radius of Curvature - Service Wind Elevation
ft
Appurtenance Gov.

Load
Comb.

Deflection
in
Tilt
°
Twist
°
Radius of
Curvature
ft
343.000 Strobe Light 24 15.050 0.1882 2.4134 15213
341.958 Guy 24 15.008 0.1883 2.4071 15213
337.500 6-Bay FM antenna w/o Radomes 24 14.839 0.2018 2.4446 12769 332.222 6-Bay FM antenna w/o Radomes 24 14.612 0.2261 2.4641 9169 326.944 6-Bay FM antenna w/o Radomes 24 14.349 0.2559 2.4552 8351 321.667 6-Bay FM antenna w/o Radomes 24 14.046 0.2893 2.4308 7775 316.389 6-Bay FM antenna w/o Radomes 24 13.700 0.3243 2.4031 8747 311.111 6-Bay FM antenna w/o Radomes 24 13.316 0.3571 2.3747 11607 305.833 6-Bay FM antenna w/o Radomes 24 12.903 0.3835 2.3424 17282 ttnnxxTToowweerr
Job
US-CA-5177
Page
34 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Elevation
ft
Appurtenance Gov.

Load
Comb.

Deflection
in
Tilt
°
Twist
°
Radius of
Curvature
ft
300.556 6-Bay FM antenna w/o Radomes 24 12.470 0.3988 2.3029 33866 295.278 6-Bay FM antenna w/o Radomes 24 12.028 0.3997 2.2539 80741 290.000 6-Bay FM antenna w/o Radomes 24 11.585 0.3892 2.1982 23499 285.125 Guy 24 11.184 0.3740 2.1448 14200
236.500 Guy 24 8.103 0.2091 1.7121 9094
220.000 4-Bay FM Antenna (w/o Radomes) 24 7.515 0.1616 1.6195 54417 214.100 4-Bay FM Antenna (w/o Radomes) 24 7.319 0.1636 1.5773 31869 208.200 4-Bay FM Antenna (w/o Radomes) 24 7.113 0.1738 1.5256 20437 202.300 4-Bay FM Antenna (w/o Radomes) 24 6.892 0.1874 1.4636 15271 196.400 4-Bay FM Antenna (w/o Radomes) 24 6.649 0.1994 1.3903 17712 190.500 4-Bay FM Antenna (w/o Radomes) 24 6.388 0.2077 1.3080 33532 174.875 Guy 24 5.696 0.2078 1.0816 30857
171.500 Side Light 24 5.556 0.2045 1.0345 47937
139.500 15'X2.5'' Omni 24 4.168 0.2299 0.5513 19466
120.000 Omni/Whip 205''x3'' 24 3.220 0.2151 0.3234 13814 114.875 Guy 24 3.007 0.1986 0.2932 15156
100.000 60'''x10.4''x6'' Panel 24 2.492 0.1489 0.2327 33612

58.125 Guy 20 1.432 0.0798 0.0917 14182

47.000 6' Grid Dish 20 1.298 0.0646 0.1201 63495

36.000 3' Yagi(.03k,2.08CAAA) 20 1.155 0.0786 0.1512 15036

32.000 8'' Dish 20 1.084 0.0915 0.1565 14156

25.500 3' Yagi(.03k,2.08CAAA) 20 0.942 0.1183 0.1639 12935

22.000 RFS SC3-W100B Microwave Dish 20 0.850 0.1344 0.1691 12269

19.250 2' Dish 20 0.769 0.1474 0.1747 11766

16.000 RFS SC3-W100B Microwave Dish 20 0.665 0.1621 0.1810 11174

13.500 6'*3' Paraflector 20 0.577 0.1719 0.1806 10714
Maximum Tower Deflections - Design Wind
Section
No.

Elevation
ft
Horz.

Deflection
in
Gov.

Load
Comb.

Tilt
°
Twist
°
T1 343 - 341.875 48.631 10 0.7045 4.3494
T2 341.875 - 340 48.467 10 0.7047 4.3380
T3 340 - 320 48.208 10 0.7133 4.3787
T4 320 - 300 44.870 10 0.9603 4.4387
T5 300 - 280 40.301 10 1.1955 4.1975
T6 280 - 260 35.454 10 1.0827 3.7928
T7 260 - 240 31.309 10 0.9328 3.5230
T8 240 - 220 27.831 10 0.7304 3.2366
T9 220 - 200 25.374 10 0.5715 3.0348
T10 200 - 180 22.983 10 0.6559 2.7527
T11 180 - 160 20.073 10 0.7253 2.2325
T12 160 - 140 17.116 10 0.7245 1.6673
T13 140 - 120 13.907 10 0.8077 1.1147
T14 120 - 100 10.509 10 0.7608 0.6774
T15 100 - 80 7.816 10 0.5590 0.4934
T16 80 - 60 5.757 9 0.4635 0.3769
T17 60 - 40 4.177 8 0.3032 0.2458
T18 40 - 20 3.384 8 0.2224 0.3487
T19 20 - 10 2.152 8 0.4011 0.4289
T20 10 - 0 1.192 8 0.4948 0.4159

ttnnxxTToowweerr
Job
US-CA-5177
Page
35 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft
Appurtenance Gov.

Load
Comb.

Deflection

in
Tilt

°
Twist

°
Radius of
Curvature
ft
343.000 Strobe Light 10 48.631 0.7045 4.3494 6277
341.958 Guy 10 48.479 0.7046 4.3379 6277
337.500 6-Bay FM antenna w/o Radomes 10 47.858 0.7319 4.4406 5244 332.222 6-Bay FM antenna w/o Radomes 10 47.061 0.7855 4.5028 3770 326.944 6-Bay FM antenna w/o Radomes 10 46.177 0.8540 4.4974 3458 321.667 6-Bay FM antenna w/o Radomes 10 45.199 0.9339 4.4549 3238 316.389 6-Bay FM antenna w/o Radomes 10 44.121 1.0177 4.4038 3664 311.111 6-Bay FM antenna w/o Radomes 10 42.954 1.0961 4.3505 4894 305.833 6-Bay FM antenna w/o Radomes 10 41.718 1.1583 4.2875 7325 300.556 6-Bay FM antenna w/o Radomes 10 40.438 1.1937 4.2072 14496 295.278 6-Bay FM antenna w/o Radomes 10 39.134 1.1943 4.1045 54957 290.000 6-Bay FM antenna w/o Radomes 10 37.832 1.1670 3.9871 10815 285.125 Guy 10 36.651 1.1277 3.8872 6209
236.500 Guy 10 27.339 0.6919 3.1956 4057
220.000 4-Bay FM Antenna (w/o Radomes) 10 25.374 0.5715 3.0348 29588 214.100 4-Bay FM Antenna (w/o Radomes) 10 24.708 0.5772 2.9717 11458 208.200 4-Bay FM Antenna (w/o Radomes) 10 24.019 0.6046 2.8949 7402 202.300 4-Bay FM Antenna (w/o Radomes) 10 23.285 0.6415 2.7976 5511 196.400 4-Bay FM Antenna (w/o Radomes) 10 22.489 0.6763 2.6737 6080 190.500 4-Bay FM Antenna (w/o Radomes) 10 21.639 0.7030 2.5258 9775 174.875 Guy 10 19.316 0.7234 2.0872 19924
171.500 Side Light 10 18.821 0.7197 1.9921 24674
139.500 15'X2.5'' Omni 10 13.822 0.8091 1.1012 8386
120.000 Omni/Whip 205''x3'' 10 10.509 0.7608 0.6774 4946 114.875 Guy 10 9.740 0.7124 0.6198 5150
100.000 60'''x10.4''x6'' Panel 10 7.816 0.5590 0.4934 8021

58.125 Guy 8 4.088 0.2890 0.2469 4151

47.000 6' Grid Dish 8 3.655 0.2305 0.3055 18044

36.000 3' Yagi(.03k,2.08CAAA) 8 3.199 0.2319 0.3624 6784

32.000 8'' Dish 8 2.986 0.2570 0.3758 6210

25.500 3' Yagi(.03k,2.08CAAA) 8 2.573 0.3210 0.3995 5464

22.000 RFS SC3-W100B Microwave Dish 8 2.313 0.3691 0.4165 5130

19.250 2' Dish 8 2.089 0.4140 0.4342 4884

16.000 RFS SC3-W100B Microwave Dish 8 1.799 0.4683 0.4543 4607

13.500 6'*3' Paraflector 8 1.558 0.4970 0.4559 4423

Guy Design Data

Section
No.

Elevation

ft
Size

Initial
Tension
K
Breaking
Load
K
Actual
Tu
K
Allowable
Tn
K
Required
S.F.

Actual
S.F.

T1 341.958 (A)
(1416)
5/16 EHS 1.120 11.200 5.261 6.720 1.000 1.277

341.958 (B)
(1415)
5/16 EHS 1.120 11.200 6.242 6.720 1.000 1.077

341.958 (C)
(1414)
5/16 EHS 1.120 11.200 5.125 6.720 1.000 1.311

T5 285.125 (A)
(1413)
3/8 EHS 1.540 15.400 6.634 9.240 1.000 1.393

285.125 (B)
(1412)
3/8 EHS 1.540 15.400 7.959 9.240 1.000 1.161

285.125 (C)
(1411)
3/8 EHS 1.540 15.400 6.431 9.240 1.000 1.437

ttnnxxTToowweerr
Job
US-CA-5177
Page
36 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation

ft
Size

Initial
Tension
K
Breaking
Load
K
Actual
Tu
K
Allowable
Tn
K
Required
S.F.

Actual
S.F.

T8 236.500 (A)
(1410)
3/8 EHS 1.540 15.400 6.233 9.240 1.000 1.483

236.500 (B)
(1409)
3/8 EHS 1.540 15.400 7.360 9.240 1.000 1.255

236.500 (C)
(1408)
3/8 EHS 1.540 15.400 5.970 9.240 1.000 1.548

T11 174.875 (A)
(1407)
5/16 EHS 1.120 11.200 4.871 6.720 1.000 1.379

174.875 (B)
(1406)
5/16 EHS 1.120 11.200 5.373 6.720 1.000 1.251

174.875 (C)
(1405)
5/16 EHS 1.120 11.200 4.703 6.720 1.000 1.429

T14 114.875 (A)
(1399)
5/16 EHS 1.120 11.200 4.117 6.720 1.000 1.632

114.875 (A)
(1400)
5/16 EHS 1.120 11.200 3.860 6.720 1.000 1.741

114.875 (B)
(1393)
5/16 EHS 1.120 11.200 4.218 6.720 1.000 1.593

114.875 (B)
(1394)
5/16 EHS 1.120 11.200 4.314 6.720 1.000 1.558

114.875 (C)
(1387)
5/16 EHS 1.120 11.200 3.778 6.720 1.000 1.779

114.875 (C)
(1388)
5/16 EHS 1.120 11.200 3.897 6.720 1.000 1.724

T17 58.125 (A)
(1381)
3/8 EHS 1.540 15.400 3.926 9.240 1.000 2.354

58.125 (A)
(1382)
3/8 EHS 1.540 15.400 3.759 9.240 1.000 2.458

58.125 (B)
(1375)
3/8 EHS 1.540 15.400 3.980 9.240 1.000 2.321

58.125 (B)
(1376)
3/8 EHS 1.540 15.400 4.124 9.240 1.000 2.240

58.125 (C)
(1369)
3/8 EHS 1.540 15.400 3.704 9.240 1.000 2.494

58.125 (C)
(1370)
3/8 EHS 1.540 15.400 3.727 9.240 1.000 2.479

Compression Checks

Leg Design Data (Compression)

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Mast
Stability
Index
Pu

K
Pn

K
Ratio
Pu
Pn
T1 343 - 341.875 1 1/8 1.125 0.083 3.6
K=1.00

0.9940 1.00 -5.444 44.690 0.122 1

T2 341.875 - 340 1 1/8 1.875 1.542 65.8
K=1.00

0.9940 0.99 -5.956 32.151 0.185 1

T3 340 - 320 1 1/8 20.000 1.625 69.3
K=1.00

0.9940 1.00 -12.524 31.374 0.399 1

T4 320 - 300 1 1/8 20.000 1.625 69.3
K=1.00

0.9940 1.00 -12.453 31.370 0.397 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
37 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Mast
Stability
Index
Pu
K
Pn
K
Ratio
Pu
Pn
T5 300 - 280 1 3/8 20.000 1.625 56.7
K=1.00

1.4849 0.99 -15.977 52.247 0.306 1
T6 280 - 260 1 3/8 20.000 1.625 56.7
K=1.00

1.4849 0.99 -15.120 52.289 0.289 1
T7 260 - 240 1 1/2 20.000 1.625 52.0
K=1.00

1.7672 0.95 -22.440 61.934 0.362 1
T8 240 - 220 1 1/2 20.000 1.625 52.0
K=1.00

1.7672 0.94 -24.388 61.293 0.398 1
T9 220 - 200 1 1/2 20.000 1.625 52.0
K=1.00

1.7672 0.91 -18.370 59.571 0.308 1
T10 200 - 180 1 1/2 20.000 1.625 52.0
K=1.00

1.7672 0.91 -17.656 59.366 0.297 1
T11 180 - 160 1 1/2 20.000 1.625 52.0
K=1.00

1.7672 0.89 -18.559 58.325 0.318 1
T12 160 - 140 1 1/2 20.000 1.625 52.0
K=1.00

1.7672 0.90 -20.272 58.701 0.345 1
T13 140 - 120 1 3/4 20.000 1.625 44.6
K=1.00

2.4053 0.92 -24.823 85.923 0.289 1
T14 120 - 100 1 3/4 20.000 1.625 44.6
K=1.00

2.4053 0.94 -35.407 88.018 0.402 1
T15 100 - 80 1 3/4 20.000 1.625 44.6
K=1.00

2.4053 0.90 -25.927 84.647 0.306 1
T16 80 - 60 1 3/4 20.000 1.625 44.6
K=1.00

2.4053 0.93 -34.961 86.622 0.404 1
T17 60 - 40 1 3/4 20.000 1.625 44.6
K=1.00

2.4053 0.93 -36.348 86.825 0.419 1
T18 40 - 20 1 3/4 20.000 1.625 44.6
K=1.00

2.4053 0.91 -35.470 85.209 0.416 1
T19 20 - 10 1 3/4 10.000 1.611 44.2
K=1.00

2.4053 0.90 -35.155 84.517 0.416 1
T20 10 - 0 1 3/4 10.066 1.519 41.7
K=1.00

2.4053 0.88 -30.903 83.593 0.370 1
1 P u / Pn controls
Diagonal Design Data (Compression)
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 343 - 341.875 3/4 2.151 2.050 91.8
K=0.70

0.4418 -0.289 9.181 0.031 1
T2 341.875 - 340 3/4 2.525 2.407 107.8
K=0.70

0.4418 -1.357 7.761 0.175 1
T3 340 - 320 3/4 2.577 2.456 110.0
K=0.70

0.4418 -1.241 7.567 0.164 1
T4 320 - 300 3/4 2.577 2.456 110.0
K=0.70

0.4418 -1.634 7.567 0.216 1
T5 300 - 280 3/4 2.577 2.429 108.8
K=0.70

0.4418 -2.211 7.673 0.288 1
ttnnxxTToowweerr
Job
US-CA-5177
Page
38 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T6 280 - 260 3/4 2.577 2.429 108.8
K=0.70

0.4418 -1.061 7.673 0.138 1
T7 260 - 240 3/4 2.577 2.416 108.2
K=0.70

0.4418 -1.554 7.726 0.201 1
T8 240 - 220 3/4 2.577 2.416 108.2
K=0.70

0.4418 -1.756 7.726 0.227 1
T9 220 - 200 3/4 2.577 2.416 108.2
K=0.70

0.4418 -1.654 7.726 0.214 1
T10 200 - 180 3/4 2.577 2.416 108.2
K=0.70

0.4418 -2.323 7.726 0.301 1
T11 180 - 160 3/4 2.577 2.416 108.2
K=0.70

0.4418 -2.428 7.726 0.314 1
T12 160 - 140 3/4 2.577 2.416 108.2
K=0.70

0.4418 -1.741 7.726 0.225 1
T13 140 - 120 7/8 2.577 2.389 91.7
K=0.70

0.6013 -3.252 12.509 0.260 1
T14 120 - 100 7/8 2.577 2.389 91.7
K=0.70

0.6013 -3.401 12.509 0.272 1
T15 100 - 80 7/8 2.577 2.389 91.7
K=0.70

0.6013 -0.840 12.509 0.067 1
T16 80 - 60 7/8 2.577 2.389 91.7
K=0.70

0.6013 -1.647 12.509 0.132 1
T17 60 - 40 7/8 2.577 2.389 91.7
K=0.70

0.6013 -2.923 12.509 0.234 1
T18 40 - 20 7/8 2.577 2.389 91.7
K=0.70

0.6013 -1.869 12.509 0.149 1
T19 20 - 10 7/8 2.568 2.381 91.4
K=0.70

0.6013 -1.365 12.547 0.109 1
T20 10 - 0 7/8 1.129 0.729 40.0
K=1.00

0.6013 -3.223 17.911 0.180 1
1 P u / Pn controls
Horizontal Design Data (Compression)
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T3 340 - 320 3/4 2.000 1.906 85.4
K=0.70

0.4418 -0.902 9.750 0.092 1
T4 320 - 300 3/4 2.000 1.906 85.4
K=0.70

0.4418 -1.137 9.750 0.117 1
T5 300 - 280 3/4 2.000 1.885 84.5
K=0.70

0.4418 -1.716 9.832 0.175 1
T6 280 - 260 3/4 2.000 1.885 84.5
K=0.70

0.4418 -0.722 9.832 0.073 1
T7 260 - 240 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.990 9.873 0.100 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
39 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T8 240 - 220 3/4 2.000 1.875 84.0
K=0.70

0.4418 -1.348 9.873 0.137 1

T9 220 - 200 3/4 2.000 1.875 84.0
K=0.70

0.4418 -1.098 9.873 0.111 1

T10 200 - 180 3/4 2.000 1.875 84.0
K=0.70

0.4418 -1.577 9.873 0.160 1

T11 180 - 160 3/4 2.000 1.875 84.0
K=0.70

0.4418 -1.663 9.873 0.168 1

T12 160 - 140 3/4 2.000 1.875 84.0
K=0.70

0.4418 -1.212 9.873 0.123 1

T13 140 - 120 7/8 2.000 1.854 85.1
K=0.84

0.6013 -2.201 13.301 0.165 1

T14 120 - 100 7/8 2.000 1.854 85.1
K=0.84

0.6013 -2.481 13.301 0.187 1

T15 100 - 80 7/8 2.000 1.854 85.1
K=0.84

0.6013 -0.624 13.301 0.047 1

T16 80 - 60 7/8 2.000 1.854 85.1
K=0.84

0.6013 -0.977 13.301 0.073 1

T17 60 - 40 7/8 2.000 1.854 85.1
K=0.84

0.6013 -1.931 13.301 0.145 1

T18 40 - 20 7/8 2.000 1.854 85.1
K=0.84

0.6013 -1.357 13.301 0.102 1

T19 20 - 10 7/8 2.000 1.854 85.1
K=0.84

0.6013 -0.858 13.301 0.065 1

T20 10 - 0 7/8 1.773 1.627 83.1
K=0.93

0.6013 -0.549 13.549 0.041 1

1 P u / Pn controls

Top Girt Design Data (Compression)

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T1 343 - 341.875 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.173 5.718 0.030 1

T2 341.875 - 340 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.202 5.718 0.035 1

T3 340 - 320 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.583 5.718 0.102 1

T4 320 - 300 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.239 5.718 0.042 1

T5 300 - 280 5/8 2.000 1.885 101.4
K=0.70

0.3068 -0.814 5.788 0.141 1

T6 280 - 260 5/8 2.000 1.885 101.4
K=0.70

0.3068 -0.379 5.788 0.065 1

T7 260 - 240 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.392 9.873 0.040 1

T8 240 - 220 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.644 9.873 0.065 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
40 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn

T9 220 - 200 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.551 9.873 0.056 1

T10 200 - 180 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.420 9.873 0.042 1

T11 180 - 160 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.936 9.873 0.095 1

T12 160 - 140 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.641 9.873 0.065 1

T13 140 - 120 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.741 9.851 0.075 1

T14 120 - 100 3/4 2.000 1.854 84.3
K=0.71

0.4418 -1.252 9.851 0.127 1

T15 100 - 80 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.454 9.851 0.046 1

T16 80 - 60 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.619 9.851 0.063 1

T17 60 - 40 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.630 9.851 0.064 1

T18 40 - 20 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.614 9.851 0.062 1

T19 20 - 10 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.612 9.851 0.062 1

T20 10 - 0 3/4 1.983 1.837 84.4
K=0.72

0.4418 -0.549 9.835 0.056 1

1 P u / Pn controls

Bottom Girt Design Data (Compression)

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T1 343 - 341.875 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.094 5.718 0.016 1

T2 341.875 - 340 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.599 5.718 0.105 1

T3 340 - 320 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.239 5.718 0.042 1

T4 320 - 300 5/8 2.000 1.906 102.5
K=0.70

0.3068 -0.661 5.718 0.116 1

T5 300 - 280 5/8 2.000 1.885 101.4
K=0.70

0.3068 -0.365 5.788 0.063 1

T6 280 - 260 5/8 2.000 1.885 101.4
K=0.70

0.3068 -0.317 5.788 0.055 1

T7 260 - 240 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.567 9.873 0.057 1

T8 240 - 220 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.584 9.873 0.059 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
41 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T9 220 - 200 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.355 9.873 0.036 1

T10 200 - 180 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.912 9.873 0.092 1

T11 180 - 160 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.600 9.873 0.061 1

T12 160 - 140 3/4 2.000 1.875 84.0
K=0.70

0.4418 -0.557 9.873 0.056 1

T13 140 - 120 3/4 2.000 1.854 84.3
K=0.71

0.4418 -1.016 9.851 0.103 1

T14 120 - 100 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.613 9.851 0.062 1

T15 100 - 80 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.454 9.851 0.046 1

T16 80 - 60 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.619 9.851 0.063 1

T17 60 - 40 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.630 9.851 0.064 1

T18 40 - 20 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.614 9.851 0.062 1

T19 20 - 10 3/4 2.000 1.854 84.3
K=0.71

0.4418 -0.612 9.851 0.062 1

1 P u / Pn controls

Torque-Arm Top Design Data

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T17 60 - 40 (1378) C8x11.5 3.055 2.982 57.3
K=1.00

3.3800 -0.032 92.153 0.000 1

1 P u / Pn controls

Torque-Arm Bottom Design Data

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T14 120 - 100
(1391)
C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -5.311 87.761 0.061 1

T14 120 - 100
(1392)
C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -5.420 87.761 0.062 1

T14 120 - 100
(1397)
C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -6.919 87.761 0.079 1

T14 120 - 100 C8x11.5 3.460 3.378 64.9 3.3800 -4.423 87.761 0.050 1 ttnnxxTToowweerr
Job
US-CA-5177
Page
42 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
(1398) K=1.00
T14 120 - 100
(1403)
C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -5.936 87.761 0.068 1
T14 120 - 100
(1404)
C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -5.954 87.761 0.068 1
T17 60 - 40 (1373) C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -3.905 87.761 0.044 1
T17 60 - 40 (1374) C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -4.035 87.761 0.046 1
T17 60 - 40 (1379) C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -5.291 87.761 0.060 1
T17 60 - 40 (1380) C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -3.022 87.761 0.034 1
T17 60 - 40 (1385) C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -4.470 87.761 0.051 1
T17 60 - 40 (1386) C8x11.5 3.460 3.378 64.9
K=1.00

3.3800 -4.969 87.761 0.057 1
1 P u / Pn controls
Tension Checks
Leg Design Data (Tension)
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T1 343 - 341.875 1 1/8 1.125 0.792 33.8 0.9940 0.071 44.731 0.002 1 T2 341.875 - 340 1 1/8 1.875 0.250 10.7 0.9940 0.373 44.731 0.008 1 T3 340 - 320 1 1/8 20.000 1.625 69.3 0.9940 5.895 44.731 0.132 1 T4 320 - 300 1 1/8 20.000 1.625 69.3 0.9940 5.961 44.731 0.133 1 T5 300 - 280 1 3/8 20.000 1.625 56.7 1.4849 7.003 66.820 0.105 1 T6 280 - 260 1 3/8 20.000 1.625 56.7 1.4849 1.165 66.820 0.017 1 T7 260 - 240 1 1/2 20.000 0.250 8.0 1.7672 7.381 79.522 0.093 1 T8 240 - 220 1 1/2 20.000 1.625 52.0 1.7672 8.818 79.522 0.111 1 T14 120 - 100 1 3/4 20.000 1.625 44.6 2.4053 5.037 108.238 0.047 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
43 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
1 P u / Pn controls

Diagonal Design Data (Tension)

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T1 343 - 341.875 3/4 2.151 2.050 131.2 0.4418 0.320 14.314 0.022 1

T2 341.875 - 340 3/4 2.525 2.407 154.0 0.4418 1.416 14.314 0.099 1

T3 340 - 320 3/4 2.577 2.456 157.2 0.4418 1.324 14.314 0.092 1

T4 320 - 300 3/4 2.577 2.456 157.2 0.4418 1.599 14.314 0.112 1

T5 300 - 280 3/4 2.577 2.429 155.5 0.4418 2.244 14.314 0.157 1

T6 280 - 260 3/4 2.577 2.429 155.5 0.4418 1.045 14.314 0.073 1

T7 260 - 240 3/4 2.577 2.416 154.6 0.4418 1.426 14.314 0.100 1

T8 240 - 220 3/4 2.577 2.416 154.6 0.4418 1.750 14.314 0.122 1

T9 220 - 200 3/4 2.577 2.416 154.6 0.4418 1.572 14.314 0.110 1

T10 200 - 180 3/4 2.577 2.416 154.6 0.4418 2.299 14.314 0.161 1

T11 180 - 160 3/4 2.577 2.416 154.6 0.4418 2.329 14.314 0.163 1

T12 160 - 140 3/4 2.577 2.416 154.6 0.4418 1.740 14.314 0.122 1

T13 140 - 120 7/8 2.577 2.389 131.1 0.6013 3.096 19.483 0.159 1

T14 120 - 100 7/8 2.577 2.389 131.1 0.6013 3.355 19.483 0.172 1

T15 100 - 80 7/8 2.577 2.389 131.1 0.6013 0.893 19.483 0.046 1

T16 80 - 60 7/8 2.577 2.389 131.1 0.6013 1.415 19.483 0.073 1

T17 60 - 40 7/8 2.577 2.389 131.1 0.6013 2.516 19.483 0.129 1

T18 40 - 20 7/8 2.577 2.389 131.1 0.6013 1.893 19.483 0.097 1

T19 20 - 10 7/8 2.568 2.381 130.6 0.6013 1.180 19.483 0.061 1

T20 10 - 0 7/8 2.153 1.753 96.2 0.6013 0.187 19.483 0.010 1

1 P u / Pn controls

ttnnxxTToowweerr
Job
US-CA-5177
Page
44 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Horizontal Design Data (Tension)

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T3 340 - 320 3/4 2.000 1.906 122.0 0.4418 0.850 14.314 0.059 1

T4 320 - 300 3/4 2.000 1.906 122.0 0.4418 1.100 14.314 0.077 1

T5 300 - 280 3/4 2.000 1.885 120.7 0.4418 2.901 14.314 0.203 1

T6 280 - 260 3/4 2.000 1.885 120.7 0.4418 0.722 14.314 0.050 1

T7 260 - 240 3/4 2.000 1.875 120.0 0.4418 1.037 14.314 0.072 1

T8 240 - 220 3/4 2.000 1.875 120.0 0.4418 2.424 14.314 0.169 1

T9 220 - 200 3/4 2.000 1.875 120.0 0.4418 1.128 14.314 0.079 1

T10 200 - 180 3/4 2.000 1.875 120.0 0.4418 1.557 14.314 0.109 1

T11 180 - 160 3/4 2.000 1.875 120.0 0.4418 2.494 14.314 0.174 1

T12 160 - 140 3/4 2.000 1.875 120.0 0.4418 1.192 14.314 0.083 1

T13 140 - 120 7/8 2.000 1.854 101.7 0.6013 2.249 19.483 0.115 1

T14 120 - 100 7/8 2.000 1.854 101.7 0.6013 3.813 19.483 0.196 1

T15 100 - 80 7/8 2.000 1.854 101.7 0.6013 0.518 19.483 0.027 1

T16 80 - 60 7/8 2.000 1.854 101.7 0.6013 1.091 19.483 0.056 1

T17 60 - 40 7/8 2.000 1.854 101.7 0.6013 3.132 19.483 0.161 1

T18 40 - 20 7/8 2.000 1.854 101.7 0.6013 1.241 19.483 0.064 1

T19 20 - 10 7/8 2.000 1.854 101.7 0.6013 0.963 19.483 0.049 1

T20 10 - 0 7/8 0.302 0.156 8.6 0.6013 0.723 19.483 0.037 1

1 P u / Pn controls

Top Girt Design Data (Tension)

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T1 343 - 341.875 5/8 2.000 1.906 146.4 0.3068 0.202 9.940 0.020 1

T2 341.875 - 340 5/8 2.000 1.906 146.4 0.3068 0.593 9.940 0.060 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
45 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn

T3 340 - 320 5/8 2.000 1.906 146.4 0.3068 0.569 9.940 0.057 1

T4 320 - 300 5/8 2.000 1.906 146.4 0.3068 0.239 9.940 0.024 1

T5 300 - 280 5/8 2.000 1.885 144.8 0.3068 0.803 9.940 0.081 1

T6 280 - 260 5/8 2.000 1.885 144.8 0.3068 0.358 9.940 0.036 1

T7 260 - 240 3/4 2.000 1.875 120.0 0.4418 0.392 14.314 0.027 1

T8 240 - 220 3/4 2.000 1.875 120.0 0.4418 0.609 14.314 0.043 1

T9 220 - 200 3/4 2.000 1.875 120.0 0.4418 0.582 14.314 0.041 1

T10 200 - 180 3/4 2.000 1.875 120.0 0.4418 0.445 14.314 0.031 1

T11 180 - 160 3/4 2.000 1.875 120.0 0.4418 0.970 14.314 0.068 1

T12 160 - 140 3/4 2.000 1.875 120.0 0.4418 0.600 14.314 0.042 1

T13 140 - 120 3/4 2.000 1.854 118.7 0.4418 0.751 14.314 0.052 1

T14 120 - 100 3/4 2.000 1.854 118.7 0.4418 1.280 14.314 0.089 1

T15 100 - 80 3/4 2.000 1.854 118.7 0.4418 0.454 14.314 0.032 1

T16 80 - 60 3/4 2.000 1.854 118.7 0.4418 0.619 14.314 0.043 1

T17 60 - 40 3/4 2.000 1.854 118.7 0.4418 0.630 14.314 0.044 1

T18 40 - 20 3/4 2.000 1.854 118.7 0.4418 0.614 14.314 0.043 1

T19 20 - 10 3/4 2.000 1.854 118.7 0.4418 0.612 14.314 0.043 1

T20 10 - 0 3/4 1.983 1.837 117.6 0.4418 0.921 14.314 0.064 1

1 P u / Pn controls

Bottom Girt Design Data (Tension)

Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn
T1 343 - 341.875 5/8 2.000 1.906 146.4 0.3068 1.332 9.940 0.134 1

T2 341.875 - 340 5/8 2.000 1.906 146.4 0.3068 0.611 9.940 0.061 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
46 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T3 340 - 320 5/8 2.000 1.906 146.4 0.3068 0.239 9.940 0.024 1 T4 320 - 300 5/8 2.000 1.906 146.4 0.3068 0.681 9.940 0.068 1 T5 300 - 280 5/8 2.000 1.885 144.8 0.3068 0.411 9.940 0.041 1 T6 280 - 260 5/8 2.000 1.885 144.8 0.3068 0.358 9.940 0.036 1 T7 260 - 240 3/4 2.000 1.875 120.0 0.4418 0.639 14.314 0.045 1 T8 240 - 220 3/4 2.000 1.875 120.0 0.4418 0.600 14.314 0.042 1 T9 220 - 200 3/4 2.000 1.875 120.0 0.4418 0.390 14.314 0.027 1 T10 200 - 180 3/4 2.000 1.875 120.0 0.4418 0.926 14.314 0.065 1 T11 180 - 160 3/4 2.000 1.875 120.0 0.4418 0.699 14.314 0.049 1 T12 160 - 140 3/4 2.000 1.875 120.0 0.4418 0.624 14.314 0.044 1 T13 140 - 120 3/4 2.000 1.854 118.7 0.4418 1.130 14.314 0.079 1 T14 120 - 100 3/4 2.000 1.854 118.7 0.4418 0.613 14.314 0.043 1 T15 100 - 80 3/4 2.000 1.854 118.7 0.4418 0.454 14.314 0.032 1 T16 80 - 60 3/4 2.000 1.854 118.7 0.4418 0.619 14.314 0.043 1 T17 60 - 40 3/4 2.000 1.854 118.7 0.4418 0.670 14.314 0.047 1 T18 40 - 20 3/4 2.000 1.854 118.7 0.4418 0.614 14.314 0.043 1 T19 20 - 10 3/4 2.000 1.854 118.7 0.4418 1.081 14.314 0.075 1 1 P u / Pn controls
Torque-Arm Top Design Data
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 120 - 100
(1389)
C8x11.5 3.055 2.982 57.3 3.3800 4.151 109.512 0.038 1
T14 120 - 100
(1390)
C8x11.5 3.055 2.982 57.3 3.3800 4.393 109.512 0.040 1
T14 120 - 100
(1395)
C8x11.5 3.055 2.982 57.3 3.3800 5.875 109.512 0.054 1
T14 120 - 100
(1396)
C8x11.5 3.055 2.982 57.3 3.3800 3.912 109.512 0.036 1
ttnnxxTToowweerr
Job
US-CA-5177
Page
47 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 120 - 100
(1401)
C8x11.5 3.055 2.982 57.3 3.3800 5.022 109.512 0.046 1
T14 120 - 100
(1402)
C8x11.5 3.055 2.982 57.3 3.3800 5.256 109.512 0.048 1
T17 60 - 40 (1371) C8x11.5 3.055 2.982 57.3 3.3800 3.272 109.512 0.030 1 T17 60 - 40 (1372) C8x11.5 3.055 2.982 57.3 3.3800 3.993 109.512 0.036 1 T17 60 - 40 (1377) C8x11.5 3.055 2.982 57.3 3.3800 4.529 109.512 0.041 1 T17 60 - 40 (1378) C8x11.5 3.055 2.982 57.3 3.3800 3.263 109.512 0.030 1 T17 60 - 40 (1383) C8x11.5 3.055 2.982 57.3 3.3800 3.722 109.512 0.034 1 T17 60 - 40 (1384) C8x11.5 3.055 2.982 57.3 3.3800 4.666 109.512 0.043 1 1 P u / Pn controls
Torque-Arm Bottom Design Data
Section
No.

Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
Ratio
Pu
Pn
T14 120 - 100
(1391)
C8x11.5 3.460 3.378 64.9 3.3800 1.230 109.512 0.011 1
T14 120 - 100
(1392)
C8x11.5 3.460 3.378 64.9 3.3800 0.845 109.512 0.008 1
T14 120 - 100
(1397)
C8x11.5 3.460 3.378 64.9 3.3800 0.700 109.512 0.006 1
T14 120 - 100
(1398)
C8x11.5 3.460 3.378 64.9 3.3800 0.873 109.512 0.008 1
T14 120 - 100
(1403)
C8x11.5 3.460 3.378 64.9 3.3800 0.639 109.512 0.006 1
T14 120 - 100
(1404)
C8x11.5 3.460 3.378 64.9 3.3800 0.345 109.512 0.003 1
T17 60 - 40 (1373) C8x11.5 3.460 3.378 64.9 3.3800 1.689 109.512 0.015 1 T17 60 - 40 (1374) C8x11.5 3.460 3.378 64.9 3.3800 1.004 109.512 0.009 1 T17 60 - 40 (1379) C8x11.5 3.460 3.378 64.9 3.3800 0.988 109.512 0.009 1 T17 60 - 40 (1380) C8x11.5 3.460 3.378 64.9 3.3800 1.529 109.512 0.014 1 T17 60 - 40 (1385) C8x11.5 3.460 3.378 64.9 3.3800 1.531 109.512 0.014 1 T17 60 - 40 (1386) C8x11.5 3.460 3.378 64.9 3.3800 0.944 109.512 0.009 1

ttnnxxTToowweerr
Job
US-CA-5177
Page
48 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation

ft
Size

ft
Lu

ft
Kl/r

in2
Pu

K
Pn

K
Ratio
Pu
Pn

1 P u / Pn controls

Section Capacity Table

Section
No.

Elevation
ft
Component
Type
Size Critical
Element
P
K
øPallow
K
%
Capacity
Pass
Fail
T1 343 - 341.875 Leg 1 1/8 2 -5.444 44.690 12.2 Pass
T2 341.875 - 340 Leg 1 1/8 14 -5.956 32.151 18.5 Pass
T3 340 - 320 Leg 1 1/8 26 -12.524 31.374 39.9 Pass
T4 320 - 300 Leg 1 1/8 104 -12.453 31.370 39.7 Pass
T5 300 - 280 Leg 1 3/8 182 -15.977 52.247 30.6 Pass
T6 280 - 260 Leg 1 3/8 259 -15.120 52.289 28.9 Pass
T7 260 - 240 Leg 1 1/2 337 -22.440 61.934 36.2 Pass
T8 240 - 220 Leg 1 1/2 417 -24.388 61.293 39.8 Pass
T9 220 - 200 Leg 1 1/2 495 -18.370 59.571 30.8 Pass
T10 200 - 180 Leg 1 1/2 571 -17.656 59.366 29.7 Pass
T11 180 - 160 Leg 1 1/2 651 -18.559 58.325 31.8 Pass
T12 160 - 140 Leg 1 1/2 729 -20.272 58.701 34.5 Pass
T13 140 - 120 Leg 1 3/4 805 -24.823 85.923 28.9 Pass
T14 120 - 100 Leg 1 3/4 885 -35.407 88.018 40.2 Pass
T15 100 - 80 Leg 1 3/4 963 -25.927 84.647 30.6 Pass
T16 80 - 60 Leg 1 3/4 1040 -34.961 86.622 40.4 Pass
T17 60 - 40 Leg 1 3/4 1118 -36.348 86.825 41.9 Pass
T18 40 - 20 Leg 1 3/4 1196 -35.470 85.209 41.6 Pass
T19 20 - 10 Leg 1 3/4 1274 -35.155 84.517 41.6 Pass
T20 10 - 0 Leg 1 3/4 1316 -30.903 83.593 37.0 Pass
T1 343 - 341.875 Diagonal 3/4 12 -0.289 9.181 3.1 Pass
T2 341.875 - 340 Diagonal 3/4 23 -1.357 7.761 17.5 Pass T3 340 - 320 Diagonal 3/4 101 -1.241 7.567 16.4 Pass
T4 320 - 300 Diagonal 3/4 113 -1.634 7.567 21.6 Pass
T5 300 - 280 Diagonal 3/4 209 -2.211 7.673 28.8 Pass
T6 280 - 260 Diagonal 3/4 336 -1.061 7.673 13.8 Pass
T7 260 - 240 Diagonal 3/4 347 -1.554 7.726 20.1 Pass
T8 240 - 220 Diagonal 3/4 474 -1.756 7.726 22.7 Pass
T9 220 - 200 Diagonal 3/4 570 -1.654 7.726 21.4 Pass
T10 200 - 180 Diagonal 3/4 581 -2.323 7.726 30.1 Pass
T11 180 - 160 Diagonal 3/4 725 -2.428 7.726 31.4 Pass
T12 160 - 140 Diagonal 3/4 737 -1.741 7.726 22.5 Pass
T13 140 - 120 Diagonal 7/8 815 -3.252 12.509 26.0 Pass
T14 120 - 100 Diagonal 7/8 959 -3.401 12.509 27.2 Pass
T15 100 - 80 Diagonal 7/8 1038 -0.840 12.509 6.7 Pass
T16 80 - 60 Diagonal 7/8 1049 -1.647 12.509 13.2 Pass
T17 60 - 40 Diagonal 7/8 1187 -2.923 12.509 23.4 Pass
T18 40 - 20 Diagonal 7/8 1271 -1.869 12.509 14.9 Pass
T19 20 - 10 Diagonal 7/8 1283 -1.365 12.547 10.9 Pass
T20 10 - 0 Diagonal 7/8 1325 -3.223 17.911 18.0 Pass
T3 340 - 320 Horizontal 3/4 98 -0.902 9.750 9.2 Pass
T4 320 - 300 Horizontal 3/4 115 -1.137 9.750 11.7 Pass
T5 300 - 280 Horizontal 3/4 205 2.901 14.314 20.3 Pass
T6 280 - 260 Horizontal 3/4 333 -0.722 9.832 7.3 Pass
T7 260 - 240 Horizontal 3/4 349 -0.990 9.873 10.0 Pass
T8 240 - 220 Horizontal 3/4 482 2.424 14.314 16.9 Pass
T9 220 - 200 Horizontal 3/4 567 -1.098 9.873 11.1 Pass
T10 200 - 180 Horizontal 3/4 584 -1.577 9.873 16.0 Pass T11 180 - 160 Horizontal 3/4 710 2.494 14.314 17.4 Pass ttnnxxTToowweerr
Job
US-CA-5177
Page
49 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Size Critical
Element
P
K
øPallow
K
%
Capacity
Pass
Fail
T12 160 - 140 Horizontal 3/4 801 -1.212 9.873 12.3 Pass T13 140 - 120 Horizontal 7/8 818 -2.201 13.301 16.5 Pass T14 120 - 100 Horizontal 7/8 943 3.813 19.483 19.6 Pass T15 100 - 80 Horizontal 7/8 1035 -0.624 13.301 4.7 Pass T16 80 - 60 Horizontal 7/8 1052 -0.977 13.301 7.3 Pass
T17 60 - 40 Horizontal 7/8 1189 3.132 19.483 16.1 Pass
T18 40 - 20 Horizontal 7/8 1268 -1.357 13.301 10.2 Pass T19 20 - 10 Horizontal 7/8 1286 -0.858 13.301 6.5 Pass
T20 10 - 0 Horizontal 7/8 1363 -0.549 13.549 4.1 Pass
T1 343 - 341.875 Top Girt 5/8 6 -0.173 5.718 3.0 Pass
T2 341.875 - 340 Top Girt 5/8 17 0.593 9.940 6.0 Pass
T3 340 - 320 Top Girt 5/8 29 -0.583 5.718 10.2 Pass
T4 320 - 300 Top Girt 5/8 106 -0.239 5.718 4.2 Pass
T5 300 - 280 Top Girt 5/8 185 -0.814 5.788 14.1 Pass
T6 280 - 260 Top Girt 5/8 264 -0.379 5.788 6.5 Pass
T7 260 - 240 Top Girt 3/4 342 -0.392 9.873 4.0 Pass
T8 240 - 220 Top Girt 3/4 419 -0.644 9.873 6.5 Pass
T9 220 - 200 Top Girt 3/4 498 -0.551 9.873 5.6 Pass
T10 200 - 180 Top Girt 3/4 575 -0.420 9.873 4.2 Pass
T11 180 - 160 Top Girt 3/4 653 -0.936 9.873 9.5 Pass
T12 160 - 140 Top Girt 3/4 732 -0.641 9.873 6.5 Pass
T13 140 - 120 Top Girt 3/4 809 -0.741 9.851 7.5 Pass
T14 120 - 100 Top Girt 3/4 887 -1.252 9.851 12.7 Pass
T15 100 - 80 Top Girt 3/4 965 -0.454 9.851 4.6 Pass
T16 80 - 60 Top Girt 3/4 1042 -0.619 9.851 6.3 Pass
T17 60 - 40 Top Girt 3/4 1120 -0.630 9.851 6.4 Pass
T18 40 - 20 Top Girt 3/4 1198 -0.614 9.851 6.2 Pass
T19 20 - 10 Top Girt 3/4 1276 -0.612 9.851 6.2 Pass
T20 10 - 0 Top Girt 3/4 1319 0.921 14.314 6.4 Pass
T1 343 - 341.875 Bottom Girt 5/8 9 1.332 9.940 13.4 Pass T2 341.875 - 340 Bottom Girt 5/8 20 -0.599 5.718 10.5 Pass T3 340 - 320 Bottom Girt 5/8 31 -0.239 5.718 4.2 Pass
T4 320 - 300 Bottom Girt 5/8 110 -0.661 5.718 11.6 Pass T5 300 - 280 Bottom Girt 5/8 189 -0.365 5.788 6.3 Pass
T6 280 - 260 Bottom Girt 5/8 266 -0.317 5.788 5.5 Pass
T7 260 - 240 Bottom Girt 3/4 344 -0.567 9.873 5.7 Pass
T8 240 - 220 Bottom Girt 3/4 423 -0.584 9.873 5.9 Pass
T9 220 - 200 Bottom Girt 3/4 501 -0.355 9.873 3.6 Pass
T10 200 - 180 Bottom Girt 3/4 578 -0.912 9.873 9.2 Pass T11 180 - 160 Bottom Girt 3/4 657 -0.600 9.873 6.1 Pass T12 160 - 140 Bottom Girt 3/4 734 -0.557 9.873 5.6 Pass T13 140 - 120 Bottom Girt 3/4 812 -1.016 9.851 10.3 Pass T14 120 - 100 Bottom Girt 3/4 890 -0.613 9.851 6.2 Pass T15 100 - 80 Bottom Girt 3/4 968 -0.454 9.851 4.6 Pass
T16 80 - 60 Bottom Girt 3/4 1045 -0.619 9.851 6.3 Pass
T17 60 - 40 Bottom Girt 3/4 1123 -0.630 9.851 6.4 Pass
T18 40 - 20 Bottom Girt 3/4 1201 -0.614 9.851 6.2 Pass
T19 20 - 10 Bottom Girt 3/4 1280 1.081 14.314 7.5 Pass
T1 343 - 341.875 Guy [email protected] 5/16 1416 5.261 6.720 78.3 Pass T5 300 - 280 Guy [email protected] 3/8 1413 6.634 9.240 71.8 Pass T8 240 - 220 Guy [email protected] 3/8 1410 6.233 9.240 67.5 Pass T11 180 - 160 Guy [email protected] 5/16 1407 4.871 6.720 72.5 Pass T14 120 - 100 Guy [email protected] 5/16 1399 4.117 6.720 61.3 Pass T17 60 - 40 Guy [email protected] 3/8 1381 3.926 9.240 42.5 Pass T1 343 - 341.875 Guy [email protected] 5/16 1415 6.242 6.720 92.9 Pass T5 300 - 280 Guy [email protected] 3/8 1412 7.959 9.240 86.1 Pass T8 240 - 220 Guy [email protected] 3/8 1409 7.360 9.240 79.7 Pass T11 180 - 160 Guy [email protected] 5/16 1406 5.373 6.720 80.0 Pass T14 120 - 100 Guy [email protected] 5/16 1394 4.314 6.720 64.2 Pass T17 60 - 40 Guy [email protected] 3/8 1376 4.124 9.240 44.6 Pass T1 343 - 341.875 Guy [email protected] 5/16 1414 5.125 6.720 76.3 Pass ttnnxxTToowweerr
Job
US-CA-5177
Page
50 of 50
Bennett and Pless
47 Perimeter Center E, Ste 500
Project
MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF)
343ft Guyed
Date
12:30:28 08/04/21
Atlanta, GA 30346
Phone: (678) 990-8700
FAX:

Client
Vertical Bridge
Designed by
CBlake
Section
No.

Elevation
ft
Component
Type
Size Critical
Element
P
K
øPallow
K
%
Capacity
Pass
Fail
T5 300 - 280 Guy [email protected] 3/8 1411 6.431 9.240 69.6 Pass T8 240 - 220 Guy [email protected] 3/8 1408 5.970 9.240 64.6 Pass T11 180 - 160 Guy [email protected] 5/16 1405 4.703 6.720 70.0 Pass T14 120 - 100 Guy [email protected] 5/16 1388 3.897 6.720 58.0 Pass T17 60 - 40 Guy [email protected] 3/8 1370 3.727 9.240 40.3 Pass T14 120 - 100 Torque Arm
[email protected]
C8x11.5 1395 5.875 109.512 5.4 Pass
T17 60 - 40 Torque Arm
[email protected]
C8x11.5 1384 4.666 109.512 4.3 Pass
T14 120 - 100 Torque Arm
[email protected]
C8x11.5 1397 -6.919 87.761 7.9 Pass
T17 60 - 40 Torque Arm
[email protected]
C8x11.5 1379 -5.291 87.761 6.0 Pass
Summary
Leg (T17) 41.9 Pass
Diagonal
(T11)

31.4 Pass
Horizontal
(T5)

20.3 Pass
Top Girt
(T5)

14.1 Pass
Bottom Girt
(T1)

13.4 Pass
Guy A (T1) 78.3 Pass
Guy B (T1) 92.9 Pass
Guy C (T1) 76.3 Pass
Torque Arm
Top (T14)

5.4 Pass
Torque Arm
Bottom
(T14)

7.9 Pass
RATING = 92.9 Pass
Program Version 8.1.1.0 - 6/3/2021 File:Y:/Shared/Projects/2021/21.03.000 - Boca Raton/21.03.006.xxx - VB Ops Towers/21.03.006.155 - US-CA-5177 MD007 KHKK-FM KATM-FM STL KHKK-FM Aux (City of SF) 343ft Guyed/Calcs/US-CA-5177 _SA_(City of SF)_343ft Guyed.eri BU#:

Site Name:

App#:

KZT (RSM-03)
US-CA-5177
Structure Upwind/Downwind Distance (x)(ft.)
Topographic Factors for use in tnxTower
(v. 3.1, effecitve 10.14.13)
per SEAW RSM-03 Figure 3-3
Topographic Input
1071
1071
0 693
Tower Point Elevation (ft. AMSL)
Base Point Elevation (ft. AMSL)
Crest to Mid-Height Distance (L/2) (ft.)
tnxTower Input
2904
315
Mid-Height Elevation (ft. AMSL)
Crest Point Elevation (ft. AMSL)
Topographic Category
756Crest Height, H (ft.)
5 At Base:

1.905²5808Slope Distance, L (ft.)
Distance from Crest, x (ft.) 0
Exposure B
Exposure C
Exposure D
Exposure Category
Continuous Escarpment
Flat Topped Hill
Hill
Flat Topped Ridge
Continuous Ridge
Topographic Feature
Notes: 1) Feature is assumed to be isolated per section 1.8 of
the Crown Castle standard for the Determination of
Topographic Factors (ENG-PRC-10040).
2) Base Kzt may differ slightly from TNX value due
to differences in where the base line is established.

This does not effect the results in anyway.

BU: US-CA-5177 Structure: A
WO:

Order: Rev:

Decimal Degrees Deg Min Sec
### Lat: 37.652522 + 37 39 9.08
### Long: -121.478067 - 121 28 41.04
TIA-222-H Seismic Design Code: TIA-222-H
### Site Soil: D (Default) Default
Risk Category: II
### USGS Seismic Reference SS: 1.4620 g
### S1: 0.4930 g
TL: 8 s
1 FALSE
Importance Factor, Ie: 1
Acceleration-based site coefficient, Fa: 1.2000
Velocity-based site coefficient, Fv: 1.8070
Design spectral response acceleration short period, SDS: 1.1696 g Design spectral response acceleration 1 s period, SD1: 0.5939 g Seismic Design Category Based on SDS: D
Seismic Design Category Based on SD1: D
Seismic Design Category Based on S1: N/A
Controlling Seismic Design Category: D
Location
Code and Site Parameters
Seismic Design Category Determination
CCISeismic 3.2.3 Page 1 Analysis Date: 7/19/2021
BU: US-CA-5177 Structure: A
WO:

Order: Rev:
### Tower Type: Guyed Tower
Height, h: 343 ft
Effective Seismic Weight, W: 18.05 kips
Amplification Factor, As: 1.0 2.7.8.1
Response Modification Factor, R: 3
### 0.55152125
Cg: 176.5
Kg: 0.0020
Fa: 1.8132 hz
Approximate Fundamental Period Guyed Towers, Ta: 0.5515 s 2.7.7.1.3.4 Seismic Response Coefficient, Cs 0.3899 2.7.7.1.1
Seismic Response Coefficient Max 1, Csmax 0.3589 2.7.7.1.1 Seismic Response Coefficient Max 2, Csmax N/A 2.7.7.1.1 Seismic Response Coefficient Min 1, Csmin 0.0515 2.7.7.1.1 Seismic Response Coefficient Min 2, Csmin N/A 2.7.7.1.1 Controlling Seismic Response Coefficient, Csc 0.3589
Seismic Base Shear, V 6.480 kips 2.7.7.1.1
Period Related Exponent, k: 1.026 2.7.7.1.2
Sum of wihi
k
3268.13 2.7.7.1.2
Tower Details
Seismic Base Shear
Vertical Distribution Factors
CCISeismic 3.0 Page 2 Analysis Date: 7/19/2021
VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux EXHIBIT B-4
Use Fee Schedule
Annual Increases 3.00%
Year One - Monthly 2,500.00$
Year One - Annual 30,000.06$
Month 1 2 3 4 5
1 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 2 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 3 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 4 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 5 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 6 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 7 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 8 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 9 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 10 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 11 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ 12 2,500.00$ 2,575.00$ 2,652.26$ 2,731.82$ 2,813.78$ Yearly
Total: 30,000.06$ 30,900.06$ 31,827.06$ 32,781.87$ 33,765.33$ TOTAL LICENSE PAYMENTS - 5-YR TERM: 159,274.38
YEAR(S) (Five (5) Year Term)
Use Fee Schedule - US-CA-5177
Exhibit B-4
SFPUC Corral Hollow Fee Schedule Ver 2022 0527.xlsx Page 1 of 1.

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

EXHIBIT
C
Prime Agreement

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

EXHIBIT D
City’s Letter of Self-Insurance
March 1
7, 2022

VB NIMBUS, LLC
Attn: Pilar Lozano, Regional Leasing Specialist
750 Park of Commerce Drive, Suite 200
Boca Raton, Florida 33487
RE: SFPUC Water Radio Replacement Project
This lett
er certifies that the City and County of San Francisco is self-insured and self-funded for the following insurance coverages, which cover the City and County of San Francisco, its officers and employees.

Compr
ehensive General Liability insurance in the amount of $6,000,000 per occurrence and $6,000,000 general aggregate for bodily injury, property damage, and personal injury to third parties for liability arising out of the City’s negligence in performance of this agreement.

Automobi
le Liability insurance with limits not less than $1,000,000 combined single limit per accident for bodily injury and property damage including owned, and non-owned and hired auto coverage as applicable.

Worke
rs’ Compensation in statutory amounts with Employer’s Liability of $1,000,000 per accident, injury or illness.

The C
ity and County of San Francisco’s self-insurance program is not commercial insurance and has no legal capacity to name another entity as additional insured.

Do not hesitate to contact this office should you have any questions.

Sincer
ely,
Matt Han
sen
Director
cc: Sondr
a Greene, SFPUC

VB Site Number and Site Name: US-CA-5177 / MD007 KHKK-FM KATM-FM STL KHKK-FM Aux

EXHIBIT E
City R
equirements
https://verticalbridge-
my.sharepoint.com/personal/plozano_verticalbridge_com/documents/desktop/drafts/ca-5177 city & county of san fran sla p- 006561/exhibit e - city requirements (v2).docx

EXHIBIT E

CITY PROVISION

1. MacBride Principles - Northern Ireland. The provisions of San Francisco Administrative Code Section 12F are incorporated into this Agreement by this reference and made part of this Agreement. Owner confirms that Owner has read and understood that City and County of San Francisco (“City”) urges companies doing business in Northern Ireland to resolve employment inequities and to abide by the MacBride Principles, and urges San Francisco companies to do business with corporations that abide by the MacBride Principles.

2. Controller’s Certification of Funds. The terms of this Agreement are governed by and subject to the budgetary and fiscal provisions of City’s Charter. Notwithstanding anything to the contrary contained in this Agreement, there will be no obligation for the payment or expenditure of money by City under this Agreement unless the Controller of the City and County of San Francisco first certifies, under Section 3.105 of City’s Charter, that there is a valid appropriation from which the expenditure may be made and that unencumbered funds are available from the appropriation to pay the expenditure. Without limiting the foregoing, if in any fiscal year of City after the fiscal year in which the Term of this Agreement commences, sufficient funds for the payment of Rent are not appropriated, then City may terminate this Agreement, without penalty, liability, or expense of any kind to City, as of the last date on which sufficient funds are appropriated. City will use its reasonable efforts to give Owner reasonable advance notice of the termination.

3. Non Discrimination in City Contracts and Benefits Ordinance. (a) Covenant Not to Discriminate
In the performance of this Agreement, Owner will not to discriminate against any employee of Owner, any City employee working with Owner, any applicant for employment with Owner, or against any person seeking accommodations, advantages, facilities, privileges, services, or membership in all business, social, or other establishments or organizations on the basis of the fact or perception of a person’s race, color, creed, religion, national origin, ancestry, age, height, weight, sex, sexual orientation, gender identity, domestic partner status, marital status, disability or Acquired Immune Deficiency Syndrome or HIV status (AIDS/HIV status), or association with members of those protected classes, or in retaliation for opposition to discrimination against those classes.
(b) Subcontracts
Owner will include in all subcontracts relating to the Site a non-discrimination clause applicable to the subcontractor in substantially the form of subsection (a) above. In addition, Owner will incorporate by reference in all subcontracts the provisions of San Francisco Administrative Code Sections 12B.2(a), 12B.2(c)-(k), and 12C.3 and require all subcontractors to comply with those provisions. Owner’s failure to comply with the obligations in this subsection will constitute a material breach of this Agreement. (c) Non-Discrimination in Benefits
Owner does not as of the date of this Agreement, and will not during the Term, in any of its operations in San Francisco, on real property owned by City, or where the work is being performed for City or elsewhere within the United States, discriminate in the provision of bereavement leave, family medical leave, health benefits, membership or membership discounts, moving expenses, pension and retirement benefits, or travel benefits, as well as any benefits other than the benefits specified above, between employees with domestic partners and https://verticalbridge-
my.sharepoint.com/personal/plozano_verticalbridge_com/documents/desktop/drafts/ca-5177 city & county of san fran sla p- 006561/exhibit e - city requirements (v2).docx
employees with spouses, and/or between the domestic partners and spouses of the employees, where the domestic partnership has been registered with a governmental entity under state or local law authorizing that registration, subject to the conditions set forth in San Francisco Administrative Code Section 12B.2(b).
(d) CMD Form
As a condition to this Agreement, Owner will execute the “Chapter 12B Declaration: Nondiscrimination in Contracts and Benefits” form (Form CMD-12B-101) with supporting documentation and secure the approval of the form by the San Francisco Contract Monitoring Division (the “CMD”). Owner represents that before execution of the Agreement:
(i) Owner executed and submitted to the CMD Form CMD-12B-101 with supporting documentation, and (ii) the CMD approved the form.
(e) Incorporation of Administrative Code Provisions by Reference The provisions of San Francisco Administrative Code Chapters 12B and 12C relating to non-discrimination by parties contracting for the lease of property to City are incorporated into this Section by reference and made a part of this Agreement as though fully set forth. Owner will comply fully with and be bound by all of the provisions that apply to this Agreement under Administrative Code Chapters 12B and 12C, including the remedies provided in those Chapters. Without limiting the foregoing, Owner understands that under San Francisco Administrative Code Section 12B.2(h) a penalty of Fifty Dollars ($50) for each person for each calendar day during which that person was discriminated against in violation of the provisions of this Agreement may be assessed against Owner and/or deducted from any payments due Owner.

4. Resource-Efficient City Buildings. Owner acknowledges that the City and County of San Francisco has enacted San Francisco Environment Code Sections 700 to 713 relating to green building requirements for the design, construction, and operation of City buildings. Owner will comply with all applicable provisions of those code sections.

5. Sunshine Ordinance. In accordance with San Francisco Administrative Code Section 67.24(e), contracts, contractors’ bids, leases, agreements, responses to Requests for Proposals, and all other records of communications between City and persons or firms seeking contracts will be open to inspection immediately after a contract has been awarded. Nothing in this provision requires the disclosure of a private person’s or organization’s net worth or other proprietary financial data submitted for qualification for a contract, lease, agreement, or other benefit until and unless that person or organization is awarded the contract, lease, agreement, or benefit. Information provided that is covered by this Section will be made available to the public on request.

6. Conflicts of Interest. Through its execution of this Agreement, Ow ner
acknowledges that it is familiar with the provisions of City’s Campaign and Governmental Conduct Code Article III, Chapter 2 and California Government Code Section 87100 et seq. and Section 1090 et seq., and certifies that it does not know of any facts that would constitute a violation of those provisions. If Owner becomes aware of any such fact during the Term of this Agreement, Owner will immediately notify City.

7. Notification of Prohibition on Contributions. By executing this Agreement, Owner
acknowledges its obligations under Section 1.126 of the City’s Campaign and Governmental Conduct Code, which prohibits any person who leases, or seeks to lease, to or from any department of the City any land or building from making any campaign contribution to (a) a City elected official if the lease must be approved by that official, (b) a candidate for that City elective office, or (c) a committee controlled by that elected official or a candidate for that https://verticalbridge-
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office, at any time from the submission of a proposal for the lease until the later of either the termination of negotiations for the lease or twelve (12) months after the date the City approves the lease. Owner acknowledges that the foregoing restriction applies only if the lease or a combination or series of leases or other contracts approved by the same individual or board in a fiscal year have a total anticipated or actual value of One Hundred Thousand Dollars ($100,000) or more. Owner further acknowledges that (i) the prohibition on contributions applies to each prospective party to the lease; any person with an ownership interest of more than ten percent (10%) in Owner; any subcontractor listed in the lease; and any committee that is sponsored or controlled by Owner; and (ii) within thirty (30) days of the submission of a proposal for the Lease, the City department with whom Owner is leasing is obligated to submit to the Ethics Commission the parties to the lease and any subcontractor. Additionally, Owner certifies that it has informed each such person of the limitation on contributions imposed by Section 1.126 by the time it submitted a proposal for the lease, and has provided the names of the persons required to be informed to the City department with whom it is leasing.

8. Preservative-Treated Wood Containing Arsenic
Owner may not purchase preservative-treated wood products containing arsenic in the performance of this Agreement unless an exemption from the requirements of Environment Code Chapter 13 is obtained from the Department of Environment under Environment Code Section 1304. The term “preservative-treated wood containing arsenic” means wood treated with a preservative that contains arsenic, elemental arsenic, or an arsenic copper combination, including chromated copper arsenate preservative, ammoniac copper zinc arsenate preservative, or ammoniacal copper arsenate preservative. Owner may purchase preservative-treated wood products on the list of environmentally preferable alternatives prepared and adopted by the Department of Environment. This provision does not preclude Owner from purchasing preservative-treated wood containing arsenic for saltwater immersion. The term “saltwater immersion” means a pressure-treated wood that is used for construction purposes or facilities that are partially or totally immersed in saltwater.

9. Contractor Vaccination Requirements
(a) Owner acknowledges that it has read the requirements of the 38th Supplement to Mayoral Proclamation Declaring the Existence of a Local Emergency (“Emergency Declaration”), dated February 25, 2020, and the Contractor Vaccination Policy for City Contractors issued by the City Administrator (“Contractor Vaccination Policy”), as those documents may be amended from time to time. A copy of the Contractor Vaccination Policy can be found at: https://sf.gov/confirm-vaccine-status-your-employees-and- subcontractors. Any undefined, initially-capitalized term used in this Section has the meaning given to that term in the Contractor Vaccination Policy. (b) A Contract, as defined in the Emergency Declaration, is an agreement between the City and any other entity or individual and any subcontract under such agreement, where Covered Employees of the contractor or subcontractor work in-person with City employees at a facility owned, leased, or controlled by the City. A Contract includes such agreements currently in place or entered into during the term of the Emergency Declaration. A Contract does not include an agreement with a state or federal governmental entity or agreements that does not involve the City paying or receiving funds. (c) Owner has read the Contractor Vaccination Policy. In accordance with the Emergency Declaration, if this Agreement is (or becomes) a Contract as defined in the Contractor Vaccination Policy, Owner agrees that:
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my.sharepoint.com/personal/plozano_verticalbridge_com/documents/desktop/drafts/ca-5177 city & county of san fran sla p- 006561/exhibit e - city requirements (v2).docx
(I) Owner shall ensure it complies with the requirements of the Contractor Vaccination Policy pertaining to Covered Employees, as they are defined under the Emergency Declaration and the Contractor Vaccination Policy, and insure such Covered religious grounds; and
(II) If Owner grants Covered Employees an exemption based on medical or religious grounds, Owner will promptly notify City by completing and submitting the Covered Employees Granted Exemptions Form (“ Exemptions Form”), which can be found at https://sf.gov/confirm- vaccine-status-your-employees-and-subcontractors (navigate to “ Exemptions” to download the form).

CleanPowerSF Sfpuc CommissionOctober 24, 2022

CleanPowerSF Sfpuc Commission
October 24, 2022